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OWNER ARCHITECT Government of the United States, Virgin Islands HONORABLE ALBERT BRYAN, JR. GOVERNOR HONORABLE TREGENZA A. ROACH, ESQ LIEUTENANT GOVERNOR Government House St. Thomas 5047 (21-22) Kongens Gade, St. Thomas, VI 00802-6487 PHONE: (340) 774-0001 EMAIL: albert.bryan@go.vi.gov Office of Disaster Recovery Adrienne L. Williams-Octalien DIRECTOR V.I Public Finance Authority Office of Disaster Recovery 14A & 14C Strand Street Frederiksted, VI 00840 PHONE: (340) 202-1221 EMAIL: adrienne.williams@vi.gov Springline Architects, LLC Jerry Traino, AIA ARCHITECT OF RECORD Gilbert Laban, RA PRINCIPAL 9713 Estate Thomas Building 1, Suite 200 St. Thomas, USVI 00802 PHONE: (321) 636-0274 EMAIL: gilbert@springlinearchitects.com jerry.traino@novusarchitects.com MEP/FP ENGINEER STRUCTURAL ENGINEER CIVIL ENGINEER Harris Civil Engineers, LLC Neil Wolfe, PE PROJECT MANAGER 1200 Hillcrest Street, Suite 200 Orlando, FL 32803 PHONE: (407) 629-4777 EMAIL: NeilW@harriscivilengineers.com SURVEYOR TLC Engineering Solutions Jim C. Mullen, PE, LEED AP PRINCIPAL Stephen Cotton, PE 7370 Cabot Court, Suite 103 Melbourne, FL 32940 PHONE: (321) 877-4260 EMAIL: jim.mullen@tlc-eng.com TLC Engineering Solutions Joel Figueroa-Vallines, PE SENIOR ASSOCIATE 7370 Cabot Court, Suite 103 Melbourne, FL 32940 PHONE: (321) 877-4231 EMAIL: joel.figueroa@tlc-eng.com The Green Piece Engineering + Environment Jeffrey Bateman, PE, PLS PRINCIPAL 5001 Chandlers Wharf, Suite 12 Christiansted, St. Croix, VI 00820 PHONE: (340) 778-7474 EMAIL: jeff@thegreenpiece.us Department of Public Works Derek Gabriel COMMISSIONER Jermaine McCleane, RA DISTRICT ENGINEERING 8244 Subbase St. Thomas, VI 00802 PHONE: (340) 776-4844 EMAIL: jermaine.mccleane@dpw.vi.gov Department of Human Services Averil George COMMISSIONER Sean Georges DEPUTY COMMISSIONER 3012 Golden Rock Christiansted, St. Croix, VI 00820 PHONE: (340) 774-0930 EMAIL: sean.georges@dhs.vi.gov Jacobs Engineering Marc Dunn SENIOR PROJECT MANAGER New Orleans, LA PHONE: (256) 652-2131 EMAIL: marc.dunn@jacobs.com LANDSCAPE ARCHITECT Groundswell Chris Jones PRINCIPAL 600 1st Avenue, Suite 439 Seattle, WA 98104 PHONE: (206) 388-2066 EMAIL: chris@groundswell.studio ATLANTIC OCEAN CARIBBEAN SEA THE ISLAND OF ST. THOMAS PROJECT LOCATION REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs PROJECT TEAM PROJECT MAP AGENCIES ODR TASK ORDER NUMBER ODR TASK ORDER #: G000 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP COVER SHEET B: 30% CONSTRUCTION DOCUMENTS 470-23-49 B: 30% CONSTRUCTION DOCUMENTS 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP 010-9-101918 010-9-101918 10/15/2025 04/06/2026 SITE No. Description Date CONSTRUCTION SYMBOL LEGEND ROOM NAME AND NUMBER LOBBY 1000 100 SF ROOM NAME ROOM NUMBER ROOM AREA DOOR TAG ROOM WHERE DOOR IS LOCATED DOOR ID - REFER TO DOOR SCHEDULE STOREFRONT TAG DRAWING NUMBER SEE A610 FOR STOREFRONT ELEVATIONS WALL OR PARTITION TAG A1 REFER TO G201 FOR PARTITION DETAILS WINDOW TAG A1 REFER TO A604 FOR WINDOW ELEVATIONS 101A 1 FINISH TAG REFER TO G003 FOR FINISH SELECTIONS REFER TO FFE PLANS FURNITURE TAG SPECIAL EQUIPMENT TAG F1 OC1 OO1 CC1 T-1 REFER TO FFE PLANS ROOM NUMBERING KEY 1000A LEVEL SUITE ROOM NUMBER LOWER FLOOR SUITE 01 - OPS SUITE 02 - SCA SUITE 03 - DIPS SUITE 04 - RISCA MAIN FLOOR SUITE 11 - VOCATIONAL REHAB SUITE 12 - STRIVE SUITE 13 - MAP & DFA/SNAP SUITE 14 - DFA/SNAP SUITE 15 - MAP & DFA/SNAP SUITE 16 - MAP & DFA/SNAP 2ND FLOOR SUITE 21 - HEADSTART SUITE 22 - INTAKE SUITE 23 - DCFS SUITE 24 - OCCRS SUITE 25 - TENANT (DOH) 3RD FLOOR SUITE 31 - OPS SUITE 32 - DFA & MAP SUITE 33 - HR SUITE 34 - MIS SUITE 35 - FISCAL SUITE 36 - OOC SUITE 37 - OOC & FISCAL GENERAL PATTERN LEGEND EXISTING THE MATERIAL HATCH PATTERN KEY IS PROVIDED FOR GENERAL GRAPHIC REFERENCE ONLY. REFER TO MATERIAL NOTES AND LEGENDS FOR ACTUAL MATERIAL DESIGNATIONS. HATCHES PROVIDED ON FINISH PLANS, RCP, OR ANY OTHER DRAWING HAVING ITS OWN KEYED NOTATION AND GRAPHICAL LEGEND WILL SUPERCEDE THIS KEY. EARTH, COMPACT FILL GRAVEL CONCRETE-CAST IN PLACE CONCRETE -PRECAST CONCRETE MANSORY FACE BRICK SAND, MORTAR, GYPSUM BOARD, PLASTER, STUCCO ALUMINUM FINISH WOOD BATT INSULATION RIGID INSULATION PLYWOOD ACOUSTICAL CEILING TILE ROUGH WOOD WOOD BLOCKING REFERENCE SYMBOL LEGEND PLAN OR SECTION DETAIL DASHED LINE AROUND AREA DETAILED DRAWING NUMBER SHEET NUMBER WHERE DETAIL IS DRAWN WALL SECTION DRAWING NUMBER SHEET NUMBER WHERE SECTION IS DRAWN A101 A1 BUILDING SECTION DRAWING NUMBER SHEET NUMBER WHERE SECTION IS DRAWN A101 A1 CASEWORK AND DETAIL SECTION DRAWING NUMBER SHEET NUMBER WHERE SECTION IS DRAWN A101 A1 A101 A1 ELEVATION DRAWING NUMBER SHEET NUMBER WHERE ELEVATION IS DRAWN A1 A101 A101 A1 FEC - FIRE EXTINGUISHER CABINET, SEMI-RECESSED LIFE SAFETY LEGEND REFER TO ELECTRICAL FOR COMPLETE LIST EXIT SIGN DOOR PROVIDED W/ PANIC HARDWARE OR PUSH/PULL P Max - EXIT CAPACITY OF DOOR Load - ANTICIPATED LOAD THROUGH DOOR CLEAR - CLEAR EXIT DOOR WIDTH (INCHES) DIAGONAL OF BUILDING OR AREA DISTANCE BETWEEN EXIT DOORS EGRESS TRAVEL PATH ASSEMBLY A-3 USE PARKING S-2 USE BUSINESS B USE NOT IN SCOPE EGRESS CLEAR (SPRINKLERED) Load 33.5" Max PLOT PROPERTY LINE SETBACK LINE UNMARKED CORNER UTILITY POLE CONCRETE MONUMENT (FOUND) SEWER LINE FENCE CHAINLINK LINE ELECTRIC LINE SITE SYMBOL LEGEND FINISH SYMBOL LEGEND FLOORING WALLS X ACCENT FINISH GENERAL TEXTILE COMPOSITION TILE TCF VB-1 CPT-1 PT-1 PT-1 PT-1 PT-1 NOT IN SCOPE OF WORK (UNLESS NOTED OTHERWISE) WEST WALL FINISH FLOOR FINISH WALL BASE FINISH EAST WALL FINISH NORTH WALL FINISH SOUTH WALL FINISH PORCELAIN TILE T LUXURY VINYL TILE LVT SEALED CONCRETE SC ACOUSTIC WALL PANEL TYPES (PAT-1) PREFABRICATED ACOUSTICAL TREATMENT, (SEE SPECS.) (ASL-1) ACOUSTIC SURFACE LINER PANEL, (SEE SPECS.) STATIC DISSIPATIVE TILE SDT CARPET CPT CEILING SYMBOL LEGEND 2x2 DIRECT/ INDIRECT LAY- IN FIXTURE - SEE ELECTRICAL 1X1 SURFACE MOUNTED FIXTURE - SEE ELECTRICAL WALL MOUNTED FIXTURE - SEE ELECTRICAL 4"X48" CEILING PENDANT FIXTURE - SEE ELECTRICAL EXTERIOR WALL MOUNTED SCONCE FIXTURE - SEE ELECTRICAL SMOKE DETECTOR HARDWIRED INTO PANEL BOX W/ BATTERY BACKUP CEILING HEIGHT 10'-0" UNLESS OTHERWISE NOTED 10'-0" RETURN GRILLE - SEE MECHANICAL SUPPLY GRILLE - SEE MECHANICAL RECESSED CAN LIGHT FIXTURE - SEE ELECTRICAL ACCESS DOOR 1'-8'' X 1'-8'' - SEE SPECS. RETURN LINEAR GRILLE, - SEE MECHANICAL SUPPLY LINEAR GRILLE - SEE MECHANICAL EXHAUST GRILLE - SEE MECHANICAL 2' x 2' ACOUSTICAL CEILING TILE GYPSUM BOARD CEILING EXTERIOR CEILING MOUNTED LIGHT FIXTURE - SEE ELECTRICAL EXTERIOR CEILING MOUNTED SPECIALTY LIGHT FIXTURE EXTERIOR METAL PANEL CEILING SYSTEM EXTERIOR SOFFIT DAEFS METAL PANEL CEILING SYSTEM METAL PANEL CEILING SYSTEM DECORATIVE ACOUSTIC CEILING TILE PENDANT LIGHT FIXTURE - SEE ELECTRICAL WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER G001 04/06/2026 JT CK 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP SYMBOLS, LEGENDS, & SHEET INDEX B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 CR # SHEET # SHEET NAME GENERAL G000 COVER SHEET G001 SYMBOLS, LEGENDS, & SHEET INDEX G002 ABBREVIATIONS, FINISH SELECTIONS, & KEYNOTES G003 ACCESSIBILITY CLEARANCES G004 TYPICAL ACCESSIBILITY & SITE DETAILS G005 TYPICAL MOUNTING HEIGHTS G101 CODE ANALYSIS G102 LIFE SAFETY PLAN - LOWER G103 LIFE SAFETY PLAN - MAIN G104 LIFE SAFETY PLAN - UPPER G201 WALL & PARTITION TYPES G202 UL DETAILS G203 UL DETAILS CIVIL C0.00 CIVIL COVER SHEET C0.01 GENERAL NOTES C0.02 EXISTING CONDITIONS SURVEY C0.90 DEMOLITION AND EROSION CONTROL PLAN C1.00 SITE PLAN C1.01 SITE PLAN - LOWER C2.00 GRADING PLAN C2.10 DRAINAGE PLAN C2.11 DRAINAGE PLAN - LOWER C3.00 UTILITY PLAN C4.00 DETAILS SHEET C4.01 DETAILS SHEET C4.02 DETAILS SHEET C4.03 DETAILS SHEET C4.04 DETAILS SHEET C4.05 DETAILS SHEET C4.06 DETAILS SHEET C4.07 DETAILS SHEET C4.08 DETAILS SHEET C4.09 DETAILS SHEET EXH-1 FIRE TRUCK ACCESS PLAN EXH-2 GARBAGE TRUCK ACCESS PLAN STRUCTURAL S001 STRUCTURAL ABBREVIATIONS AND SYMBOLS S002 GENERAL NOTES S003 GENERAL NOTES S004 GENERAL NOTES S005 SPECIAL INSPECTION TABLES S006 SPECIAL INSPECTION TABLES S007 COMPONENTS & CLADDING WIND LOAD DIAGRAM S101 OVERALL FOUNDATION PLAN S102 ENLARGED FOUNDATION AND SLAB PLAN S103 ENLARGED MAIN FLOOR FRAMING PLAN S104 ENLARGED SECOND FLOOR FRAMING PLAN S105 ENLARGED THIRD FLOOR FRAMING PLAN S106 ENLARGED ROOF FRAMING PLAN S201 PARKING STRUCTURE FOUNDATION PLAN S202 PARKING STRUCTURE FRAMING PLAN S203 PARKING STRUCTURE FRAMING PLAN - ALTERNATE DEDUCT #1 S301 STRUCTURAL SECTIONS S302 STRUCTURAL SECTIONS S501 STRUCTURAL DETAILS S502 STRUCTURAL DETAILS S511 STRUCTURAL DETAILS S512 STRUCTURAL DETAILS S513 STRUCTURAL DETAILS S521 STRUCTURAL DETAILS ARCHITECTURAL A001 ARCHITECTURAL SITE PLAN A004 ENLARGED PLANS A010 EXTERIOR STAIR NORTH A011 EXTERIOR STAIR SOUTH A101 LOWER FLOOR DIMENSION PLAN A102 LOWER FLOOR REFERENCE PLAN A103 LOWER FLOOR FF&E PLAN A111 MAIN FLOOR DIMENSION PLAN A112 MAIN FLOOR REFERENCE PLAN A113 MAIN FLOOR FF&E PLAN A121 2ND FLOOR DIMENSION PLAN A122 2ND FLOOR REFERENCE PLAN A123 2ND FLOOR FF&E PLAN A131 3RD FLOOR DIMENSION PLAN A132 3RD FLOOR REFERENCE PLAN A133 3RD FLOOR FF&E PLAN A141 LOWER FLOOR PARKING DECK PLAN A151 MAIN FLOOR PARKING DECK PLAN A190 ROOF PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A203 EXTERIOR ELEVATIONS - PARKING DECK A301 BUILDING SECTIONS A302 BUILDING SECTIONS A303 BUILDING SECTIONS - PARKING DECK A304 BUILDING SECTIONS - PARKING DECK A401 ENLG TOILET ROOM PLANS A451 ENLG MILLWORK PLANS & ELEVATIONS A501 VERTICAL CIRCULATION - STAIR 1 A502 VERTICAL CIRCULATION - STAIR 2 & ELEVATOR 1 A503 VERTICAL CIRCULATION - ELEVATOR 2 & 3 A504 VERTICAL CIRCULATION - STAIR 3 A601 DOOR SCHEDULE A602 DOOR AND FRAME ELEVATIONS/TYPES A610 EXTERIOR STOREFRONT ELEVATIONS A611 INTERIOR GLAZED ASSEMBLY ELEVATIONS A701 LOWER FLOOR REFLECTED CEILING PLAN A711 MAIN FLOOR REFLECTED CEILING PLAN A721 2ND FLOOR REFLECTED CEILING PLAN A731 3RD FLOOR REFLECTED CEILING PLAN A741 PARKING DECK REFLECTED CEILING PLAN A801 LOWER FLOOR FINISH PLAN A811 MAIN FLOOR FINISH PLAN A821 2ND FLOOR FINISH PLAN A831 3RD FLOOR FINISH PLAN CR # SHEET # SHEET NAME A901 3D OVERVIEW A902 3D ELEVATIONS A903 3D PERSPECTIVES FIRE PROTECTION FP001 FIRE PROTECTION SYMBOLS & NOTES FP100 FIRE PROTECTION SITE PLAN FP101 FIRE PROTECTION LOWER FLOOR PLAN FP102 FIRE PROTECTION MAIN FLOOR PLAN FP103 FIRE PROTECTION SECOND FLOOR PLAN FP104 FIRE PROTECTION THIRD FLOOR PLAN PLUMBING P001 PLUMBING SYMBOLS, LEGENDS, NOTES AND INDEX P101 PLUMBING LOWER FLOOR PLAN P102 PLUMBING MAIN FLOOR PLAN P103 PLUMBING SECOND FLOOR PLAN P104 PLUMBING THIRD FLOOR PLAN P105 PLUMBING ROOF PLAN P111 PLUMBING LOWER FLOOR PARKING DECK PLAN P112 PLUMBING MAIN FLOOR PARKING DECK PLAN P202 PLUMBING LOWER FLOOR PRESSURE PLAN P203 PLUMBING MAIN FLOOR PRESSURE PLAN P204 PLUMBING SECOND FLOOR PRESSURE PLAN P205 PLUMBING THIRD FLOOR PRESSURE PLAN P401 PLUMBING RISER DIAGRAM - STORM P402 PLUMBING RISER DIAGRAM - SANITARY P403 PLUMBING RISER DIAGRAM - SERVICE PIPING P501 PLUMBING DETAILS P502 PLUMBING DETAILS P601 PLUMBING SCHEDULES MECHANICAL M001 MECHANICAL SYMBOLS, LEGEND, NOTES AND INDEX M100 MECHANICAL SITE PLAN M101 MECHANICAL LOWER FLOOR PLAN M102 MECHANICAL MAIN FLOOR PLAN M103 MECHANICAL SECOND FLOOR PLAN M104 MECHANICAL THIRD FLOOR PLAN M105 MECHANICAL ROOF PLAN M601 MECHANICAL DETAILS M701 MECHANICAL SCHEDULES M801 MECHANICAL CONTROLS M802 MECHANICAL CONTROLS ELECTRICAL E001 ELECTRICAL SYMBOLS, LEGEND, NOTES AND INDEX E002 ELECTRICAL GENERAL NOTES XE100 ELECTRICAL SITE DEMO PLAN E100 ELECTRICAL SITE PLAN E101 POWER LOWER FLOOR PLAN E102 POWER MAIN FLOOR PLAN E103 POWER SECOND FLOOR PLAN E104 POWER THIRD FLOOR PLAN E105 POWER ROOF PLAN E121 LIGHTING LOWER FLOOR RCP E122 LIGHTING MAIN FLOOR RCP E123 LIGHTING SECOND FLOOR RCP E124 LIGHTING THIRD FLOOR RCP E601 ELECTRICAL ONE-LINE DIAGRAM E651 ENLARGED ELECTRICAL PLANS E801 LIGHTNING PROTECTION ROOF PLAN TECHNOLOGY T001 TECHNOLOGY SYMBOLS, LEGEND, NOTES AND INDEX SHEET INDEX No. Description Date ABBREVIATIONS AB AIR BARRIER, ANCHOR BOLT ABV ABOVE ACT ACOUSTICAL CEILING TILE ADD ADDITIONAL, ADDENDUM ADJ ADJUSTABLE, ADJACENT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHJ AUTHORITY HAVING JURISDICTION AHU AIR HANDLING UNIT ALT ALTERNATE, ALTERNATIVE ALUM ALUMINUM ANOD ANODIZED ARCH ARCHITECTURAL, ARCHITECT ATS AUTOMATIC TRANSFER SWITCH AVG AVERAGE B&S BACKER ROD AND SEALANT BAC BUILDING AUTOMATION AND CONTROLS BATTS BATT INSULATION BC BACK OF CURB BD BOARD BIT BITUMINOUS BLDG BUILDING BLKG BLOCKING BM BEAM BOD BASIS OF DESIGN BOS BOTTOM OF STEEL BOT BOTTOM BRG BEARING BRK BRICK BUR BUILT-UP ROOFING C/C CENTER TO CENTER CAB CABINET CC CONTRACTOR PROVIDED / CONTRACTOR INSTALLED CIP CAST IN PLACE CONCRETE CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLKG CAULKING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEANOUT, CASED OPENING COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS, CONTROL CTR CENTER CW COLD WATER D DEPTH DBL DOUBLE DEMO DEMOLISH, DEMOLITION DET DETAIL DF DRINKING FOUNTAIN DHW DOMESTIC HOT WATER DIA DIAMETER DIM DIMENSION DIV DIVISION, DIVIDE DN DOWN DOAS DEDICATED OUTDOOR AIR SYSTEM DP DRAIN PIPE, DAMPPROOF DS DOWNSPOUT DWG DRAWING DWR DRAWER EA EACH EF EACH FACE EF EXHAUST FAN EFS EXTERIOR FINISH SYSTEM EIFS EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT EL EACH LAYER ELEC ELECTRIC SPACE, ELECTRICAL ELEV ELEVATOR, ELEVATION EMER EMERGENCY ENCL ENCLOSURE ENG ENGINEER, ENGINEERED EP ELECTRICAL PANEL EPS EXPANDED POLYSTYRENE INSULATION EQ EQUAL EQUIP EQUIPMENT ES EACH SIDE ETR EXISTING TO REMAIN EW EACH WAY EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EXCAV EXCAVATE EXH EXHAUST EXIST EXISTING EXP EXPANSION, EXPOSED EXT EXTERIOR FA FIRE ALARM FAAP FIRE ALARM ANNUCIATOR PANEL FAB FABRICATE FACP FIRE ALARM CONTROL PANEL FC FIBER CEMENT FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FDTN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISHED FLOOR, FACTORY FINISH FF&E FIXTURES, FURNISHINGS, & EQUIPMENT FFE FINISHED FLOOR ELEVATION FIN FINISH, FINISHED FLR FLOOR FM FIRE MARSHAL FO FINISHED OPENING FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FRT FIRE RETARDANT TREATED FS FLOOR SINK FSTN FASTEN, FASTENER FT FEET FTG FOOTING FV FIELD VERIFY (SEE ALSO: VIF) GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GEN GENERATOR GFCI GROUND FAULT CIRCUIT INTERRUPTED GFI GROUND FAULT INTERRUPTED GL GLAZING GND GROUND GOVT GOVERNMENT GR GUARD RAIL GRD GRADE GRTG GRATING GT GROUT GVL GRAVEL GWB GYPSUM WALL BOARD GYP GYPSUM H HIGH HAZMAT HAZARDOUS MATERIAL HB HOSE BIB HC HANDICAPPED ACCESSIBLE HCWD HOLLOW CORE WOOD HDR HEADER HM HOLLOW METAL HORIZ HORIZONTAL HR HANDRAIL HSS HOLLOW STRUCTURAL SECTION HT HEIGHT HVAC HEATING VENTILATION AIR CONDITIONING HW HARDWARE HWS HOT WATER SUPPLY ID INTERIOR DIAMETER IGU INSULATED GLASS UNIT INS INSULATION INSUL INSULATION INT INTERIOR, INTERNAL IR IMPACT RESISTANT JBOX JUNCTION BOX JF JOINT FILLER JS JOINT SEALANT JST JOIST JT JOINT KD KNOCK-DOWN, KILN-DRIED L LENGTH, LEFT LAV LAVATORY LH LEFT HAND LNDG LANDING LNTL LINTEL LOD LIMITS OF DISTURBANCE LP LIGHTING PANEL LSL LAMINATED STRAND LUMBER LTG LIGHTING LVL LEVEL, LAMINATED VENEER LUMBER LVR LOUVER MATL MATERIAL MAX MAXIMUM MDF MEDIUM DENSITY FIBERBOARD MECH MECHANICAL MED MEDIUM MEMB MEMBRANE MEZZ MEZZANINE MFR MANUFACTURE, MANUFACTURER MH MANHOLE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MOV MOVABLE MR MOISTURE RESISTANT MS MOP SINK MTD MOUNTED MTL METAL MUA MAKE UP AIR NIC NOT IN CONTRACT NIS NOT IN SCOPE NO NUMBER NOM NOMINAL NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE OA OVERALL, OUTSIDE AIR OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OH OVERHEAD OP OPERABLE OPNG OPENING OPP OPPOSITE, OPPOSITE HAND ORD OVERFLOW ROOF DRAIN OSB ORIENTED STRAND BOARD PAF POWDER ACTUATED FASTENER PEMB METAL BUILDING MANUFACTURER PL PLASTIC LAMINATE PLBG PLUMBING PLTF PLATFORM PLYWD PLYWOOD PME PLUMBING, MECHANICAL, AND ELECTRICAL PNL PANEL POTW POTABLE WATER PR PAIR PREFAB PREFABRICATED PREFIN PREFINISHED PROP PROPERTY LINE PSL PARALLEL STRAND LUMBER PT PAINT PT PRESSURE TREATED PTD PAINTED PTN PARTITION PVC POLYVINYL CHLORIDE QTR QUARTER QTY QUANTITY R RISER, RIGHT R/I ROUGH-IN RA RETURN AIR RAD RADIUS RCP REFLECTED CEILING PLAN RD ROOF DRAIN RDL ROOF DRAIN LEADER REBAR REINFORCING STEEL BAR RECP RECEPTACLE REF REFERENCE REFURB REFURBISH REINF REINFORCE REINFORCING REINFORCEMENT REM REMOVE, REMOVABLE REQD REQUIRED RET RETAINING, RETURN REV REVERSE, REVISION RFG ROOFING RGH ROUGH RIG RIGID RM ROOM RND ROUND RO ROUGH OPENING ROW RIGHT OF WAY RS ROUGH SAWN RTD RATED SA SELF-ADHERED, SUPPLY AIR SAN SANITARY SB SPLASH BLOCK SBS STYRENE-BUTADIENE-STYRENE INSULATION SCH, SCHED SCHEDULE SCR SCREEN SCUP SCUPPER SCWD SOLID CORE WOOD SECT SECTION SF SQUARE FOOT / SQUARE FEET SFGL SAFETY GLASS SHT SHEET SHTG SHEATHING SHWR SHOWER SIM SIMILAR SIP STRUCTURAL INSULATED PANEL SK SINK SLC SELF-LEVELING COMPOUND SM SHEET METAL SNT SEALANT SOG SLAB ON GRADE SP STAND PIPE, SOUNDPROOF SPEC SPECIFICATION, SPECIFIED SPRNK SPRINKLER SQ SQUARE SS STAINLESS STEEL STANDING SEAM SOLID SURFACE SSK SERVICE SINK STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STN STATION STR STAIR STRUCT STRUCTURAL SUSP SUSPEND, SUSPENDED SW STORM WATER, SHEAR WALL SYP SOUTHERN YELLOW PINE T TREAD T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TD TRENCH DRAIN TEMP TEMPERATURE, TEMPORARY TGL TEMPERED GLASS THK THICK TLT TOILET TME TO MATCH EXISTING TOC TOP OF CURB TOS TOP OF SLAB, TOP OF STEEL TOW TOP OF WALL TP TOP OF PAVEMENT TPTN TOILET PARTITION TRANS TRANSFORMER TRTD TREATED TSTAT THERMOSTAT TWF THRU WALL FLASHING TYP TYPICAL UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL VAV VARIABLE AIR VOLUME VB VAPOR BARRIER VERT VERTICAL VIF VERIFY IN FIELD (SEE ALSO: FV) VP VENT PIPE VR VAPOR RETARDER VRF VARIABLE REFRIGERANT FLOW VTR VENT THROUGH ROOF W WIDE, WIDTH W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD WG WIRE GLASS WH WATER HEATER, WALL HYDRANT WIN WINDOW WS WEATHER STRIPPING WWM WELDED WIRE MESH (FABRIC) XPS EXTRUDED POLYSTYRENE INSULATION REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER G002 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP ABBREVIATIONS, FINISH SELECTIONS, & KEYNOTES B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 KEYNOTES (ALL) - NEW WORK # DESCRIPTION 000 - SITE 001 BELOW GRADE 002 EXISTING TREE LOCATION, PROTECT FOR DURATION OF CONSTRUCTION 003 GENERATOR ENCLOSURE 007 CHAINLINK FENCE SKIRT 008 BACKFILL 009 CAST IN PLACE SITE STAIR WITH RAILINGS - SEE CIVIL 010 CONNECT DRAINAGE PIPING TO STORMWATER SYSTEM - SEE CIVIL 011 ON GRADE PARKING AREA - SEE CIVIL 012 MOTORIZED VEHICLE ACCESS GATE - SEE CIVIL 013 RECONFIGURED RETAINING WALL - SEE CIVIL AND STRUCTURAL 014 CAST IN PLACE CONCRETE BENCH 015 EXTERIOR EXPANSION JOINT COVER 016 TRENCH DRAIN - REFER TO CIVIL/ PLUMBING 017 CONCRETE PLANTER WITH BENCH SEAT - SEE CIVIL/PLUMBING FOR DRAINS 018 PEDESTRIAN CROSSWALK 019 SPECIALTY LIGHTING - BUILDING SIGNAGE & LANDSCAPING 020 BOLLARD WITH LIGHTING 021 ADA CURB RAMP - SEE CIVIL 022 CONCRETE WALKWAY - WHERE WALKWAY ABUTS EXTERIOR WALL IT MUST SLOPE AWAY FROM THE BUILDING AT NO MORE THAN 2% 024 EXISTING STRUCTURE TO BE PROTECTED AT ALL TIMES DURING ADJACENT DEMOLITION AND CONSTRUCTION 025 EXISTING HISTORIC WALL TO BE PROTECTED AT ALL TIMES DURING ADJACENT DEMOLITION AND CONSTRUCTION 026 DUMPSTER ENCLOSURE 027 PROPERTY LINE 028 CONCRETE WHEEL STOP 029 CURB AT EDGE OF PAVING - SEE CIVIL DRAWINGS 030 LIGHT POLE – SEE CIVIL / ELECTRICAL 031 FINISHED GRADE - SEE CIVIL 032 STEP STREET - NORTH TO SOUTH ACCESSIBLE ROUTE BETWEEN NEW CONSTRUCTION AND HISTORIC STRUCTURES 033 PARKING DECK ENTRY RAMP 034 CHILLER EQUIPMENT AS SPECIFIED BY MEP 035 CHILLER PIPING - SEE MEP 036 NEW TRANSFORMER ON CONCRETE PAD 037 UNOCCUPIABLE SPACE BELOW STAIRWELL 038 PARKING STRIPING 039 HANDICAP PARKING SPACE 040 HANDICAP VAN PARKING SPACE 041 HANDICAP LOADING ZONE 042 COMPACT PARKING SPACE 043 HANDICAP PARKING SIGN 044 PASSENGER LOADING ZONE 045 CONCRETE WALL BELOW CONCRETE BENCH 046 BOLLARD – SEE CIVIL 047 GENERATOR; SEE ELECTRICAL 048 NATURAL AREA 050 DRIVEWAY PAVING - SEE CIVIL 051 PROPOSED LOCATION OF VITRAN BUS STOP 100 - WALLS AND OPENINGS 101 OPENING THROUGH WALL 102 CAST IN PLACE CONCRETE WALL WITH 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH 104 CIP STRUCTURAL WALL SEE STRUCTURAL DRAWINGS 105 COILING COUNTER SHUTTER - SEE SPECS 106 INTERIOR GLAZED ASSEMBLY WITH HOLLOW METAL FRAME - SEE A611 108 2'x2' CISTERN ACCESS HATCH AT MAIN FLOOR WITH SEALED METAL COVERS (1 PER CISTERN CHAMBER) 109 CISTERN COMPARTMENT/ CHAMBER, SEE SPECS FOR SPECIALTY WATERPROOFING SYSTEM REQUIRED. 110 EXTERIOR ALUMINUM WINDOW SHADING DEVICE 111 ALUMINUM EXTERIOR LOUVER SYSTEM - FACTORY FINISH - SEE MECHANICAL FOR SIZING 112 PARKING DECK SCREEN - PRE-ENGINEERED METAL MESH PANEL WITH CUSTOM COLOR PATTERN 125 HVHZ AND IR RATED ALUMINUM STOREFRONT ASSEMBLY, TYPICAL - SEE A610 STOREFRONT ELEVATIONS 126 HOLLOW METAL DOOR AND FRAME AS SCHEDULED 128 WALL NICHE WITH INTEGRATED LIGHTING - SEE DETAILS 129 AUTOMATIC DOOR OPENER AT MAIN FLOOR ENTRANCE DOORS 130 PARAPET; WRAP ROOF MEMBRANE AS DETAILED 131 SELF-ADHERED SHEET WATERPROOFING BELOW GRADE 132 LIGHTWEIGHT CONCRETE ON METAL DECK 200 - ROOF & EXTERIOR 201 OUTLINE OF STRUCTURE ABOVE 202 STONE VEENEER BASE TO MATCH HISTORIC BUILDINGS ONSITE 204 ALUMINUM THRU-WALL OVERFLOW SCUPPER 207 HIGH ROOF ABOVE TRAINING ROOM; REFER TO STRUCTURAL 209 BUILDING EXPANSION JOINT AND EXPANSION JOINT COVER - SEE STRUCTURAL DRAWINGS 211 REINFORCED LIQUID-APPLIED MEMBRANE ROOFING - TURN UP BACKSIDE OF PARAPET (TYP) 212 SPRAY FOAM INSULATION (R-38 MIN) AT UNDERSIDE OF CONCRETE ROOF STRUCTURE, AS SCHEDULED. INTUMESCENT PAINT COATING. 213 HOLLOW METAL DOOR AS SCHEDULE 214 SLOPE CONCRETE SLAB TO CREATE SLOPE FOR ROOF DRAINAGE CRICKET. COORDINATE 1/2"/FT. MIN. SLOPE TO ROOF SCUPPERS, (TYP) 215 SLOPE CONCRETE SLAB TO CREATE SLOPE FOR CRICKET, (SLOPED 1/4"/FT.) 216 ROOF-MOUNTED MECHANICAL DOG HOUSE AT EXHAUST FAN 217 FLUID APPLIED MEMBRANE ROOFING SYSTEM OVER CAST IN PLACE CONCRETE ROOF STRUCTURE, (SEE STRUCT DWGS) 220 CONCRETE WALL CAP WITH SLOPED TOP - PROFILE A 221 CONCRETE WALL CAP WITH SLOPED TOP - PROFILE B 222 CAST STONE PORTAL SURROUND - PROFILE C 223 CAST STONE PORTAL SURROUND - PROFILE D 224 DECORATIVE CONCRETE CORNICE BAND - PROFILE E 225 DECORATIVE CONCRETE CORNICE BAND - PROFILE F 226 CONCRETE SILL WITH 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH 227 CONCRETE HEADER WITH 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH 229 VERTICAL/ HORIZONTAL SCORE JOINT IN STUCCO FINISH 230 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE AT PARAPET WALL 231 CONCRETE QUIONS 232 CONCRETE 'T' SHAPED PILASTER WITH FORMED ARCHITECTURAL TOP PROFILE 233 REINFORCED CONCRETE RECTANGULAR PILASTER 236 METAL COPING PARAPET CAP FLASHING 237 CONCRETE ROOF SLAB (SLOPED 1/2" / 12" (TYP) OVER STEEL ROOF STRUCTURE, PREPARE CONCRETE PER ROOFING MANUFACTURER REQUIREMENTS INCLUDING PRIMER AS REQUIRED 240 10" ANODIZED ALUMINUM SIGNAGE LETTERS - REFER TO SHEET XX FOR ADDITIONAL INFORMATION 242 PARAPET FLASHING 255 INSULATED ROOF HATCH ON CURB 260 MASONRY VENEER SHELF ANGLE, COORD. W/ STRUCT DWGS 263 ROOF DRAIN WALL SCUPPER WITH COLLECTORHEAD, HEAVY GUAGE ALUMINUM DOWNSPOUT - CONNECT TO UNDERGROUND PIPING - SEE CIVIL 264 SPECIALTY LIGHT FIXTURES AS SCHEDULED 266 SPECIALTY LIGHT FIXTURES - EXTERIOR LINEAR FIXTURE 267 SPECIALTY LIGHT FIXTURES - EXTERIOR RECESSED CAN LIGHT 268 EXTERIOR SURFACE MOUNTED LIGHT FIXTURE - PARKING DECK AND BOH AREAS AS SCHEDULED 269 LIGHT WELL AND EXTERIOR STAIR - SLAB OPENING TO LEVEL BELOW 270 OPEN METAL GRATE FLOORING OVER GRADE 273 SLOPE OF ROOF OR PARKING DECK SLAB BEYOND 274 RIDGE 275 VALLEY 277 OUTDOOR KITCHEN AREA WITH SINK AND BARBECUE GRILL - SEE ENLARGED PLANS/ELEVATIONS 278 CANOPY ROOF - SINGLE-PLY ROOFING SYSTEM OVER CONCRETE ROOF SLAB - SLOPED TO DRAIN AT 1/4" / 12" 280 0'-6" ANODIZED ALUMINUM SIGNAGE LETTERS (DHS) - REFER TO SHEET XX FOR ADDITIONAL INFORMATION 281 0'-6" ANODIZED ALUMINUM SIGNAGE LETTERS (DOH) - REFER TO SHEET XX FOR ADDITIONAL INFORMATION 282 ANODIZED ALUMINUM SIGNAGE DEPARTMENT OF HUMAN SERVICES LOGO - REFER TO SHEET XX FOR ADDITIONAL INFORMATION 283 ANODIZED ALUMINUM SIGNAGE DEPARTMENT OF HEALTH LOGO - REFER TO SHEET XX FOR ADDITIONAL INFORMATION 284 GALVANIZED STEEL OPEN GRATE CAP OVER CHILLER ENCLOSURE 300 - INTERIOR CONSTRUCTION & MILLWORK 301 OPERABLE FOLDING PANEL ACOUSTIC WALL PARTITION - WITH DOOR PANEL (MIN STC-50) 306 BULLETPROOF TRANSACTION WINDOW WITH SOLID SURFACE COUNTER - SEE MILLWORK DETAILS 307 PLASTIC LAMINATE CABINETRY AND SOLID SURFACE COUNTERTOP - SEE MILLWORK DRAWINGS 400 - FFE 403 PROVIDE SELF CHECK-IN KIOSK - REFER TO FF&E PLAN 407 STEEL ROOF ACCESS LADDER 411 FLOOR SAFE BY OWNER 412 VENDING MACHINE BY OTHERS 413 INTERIOR WORK STATION ACOUSTIC FURNITURE SYSTEM 414 HIGH DENSITY STORAGE SYSTEM - SEE SPECIFICATIONS 415 WALK IN REFIGERATOR/FREEZER - SEE MEP 416 ANTI-LIGATURE FIXTURES INCLUDING: DOOR HARDWARE, LIGHTS, FURNISHINGS AND ACCESSORIES 500 - VERTICAL CIRCULATION 501 CAST IN PLACE CONCRETE RAMP WITH ANODIZED ALUMINUM RAILING TO MEET ADA GUIDELINES WITH 1:12 MAXIMUM SLOPE. 503 ANODIZED ALUMINUM HANDRAIL & GUARDRAIL 504 ANODIZED ALUMINUM CANE RAIL 505 CAST IN PLACE EXTERIOR SEALED CONCRETE STAIR WITH ANODIZED ALUMINUM RAILINGS - SEE STRUCTURAL 506 ANODIZED ALUMINUM HANDRAIL 507 ANODIZED ALUMINUM EXTERIOR HANDRAIL AND GUARDRAIL 508 ANODIZED ALUMINUM GUARDRAIL 509 STEEL PAN STAIRS WITH SEALED CONCRETE TREADS 510 ELEVATOR - SEE SPECIFICATIONS - 3500# STRETCHER COMPLIANT (7'-0" X 8'-9") CLEAR REQD GC TO CONFIRM ALL SHAFT DIMENSION REQUIREMENTS AND OTHER CONSTRUCTION REQUIREMENTS WITH MANUFACTURER. PER BASIS OF DESIGN MFR (KONE MONOSPACE 300) No. Description Date FINISH SELECTIONS - OVERALL MARK MATERIAL TYPE PRODUCT DESCRIPTION INSTALLATION COMMENTS REP CONTACT EXTERIOR AL-1 ANODIZED ALUMINUM - BLACK BLACK AL-3 ANODIZED ALUMINUM - CLEAR CLEAR ANODIZED ALUMINUM STOREFRONT EP-1 PAINT COLOR TBD EP-2 PAINT COLOR TBD EP-3 CUSTOM 4 COLOR PATTERN - COLORS TBD EP-4 PAINT COLOR TBD EP-5 VARIES SEE RCP FOR INTERIOR AND EXTERIOR CEILING MATERIALS AND FINISH INFORMATION ST-1 WHITE SYNTHETIC STUCCO PIGMENTED TWO COAT REINFORCED SYNTHETIC STUCCO APPLIED TO CIP WALL STRUCTURE (MASTERWALL OR EQUAL) - WHITE ST-2 GRAY SYNTHETIC STUCCO PIGMENTED TWO COAT REINFORCED SYNTHETIC STUCCO APPLIED TO CIP WALL STRUCTURE (MASTERWALL OR EQUAL) - GRAY ST-3 (3 COLORS - TBD) SYNTHETIC STUCCO PIGMENTED TWO COAT REINFORCED SYNTHETIC STUCCO APPLIED TO CIP WALL STRUCTURE (MASTERWALL OR EQUAL) - MULTICOLOR STN-1 BLUE BIT STONE VENEER STN-2 MASONRY QUIONS INTERIOR ACT-1 ACOUSTICAL CEILING TILE USG: RADAR CLIMAPLUS #2410; COLOR: WHITE GRID: USG; DOWN DX.DXL; FLAT WHITE #50 AP-1 ACOUSTICAL PANEL SOELBERG; SLATZ WALL PANELS, COLOR TBD RUN VERTICAL PANEL SIZES: 47.5" x 96" C-1 UNFINISHED CONCRETE CG-1 CORNER GUARD 90 DEGREE ACROVYN; 5M-20N; COLOR: TBD 4' HIGH CPT-1 CARPET TILES INTERFACE; STYLE: TBD ASHLAR INSTALLATION LVT-1 LUXURY VINYL TILE SHAW CONTRACT, TERRAIN II; COLOR: TBD ASHLAR LVT-2 LUXURY VINYL TILE MANNINGTON; COLOR: TBD P-1 PAINT SHERWIN WILLIAMS; TBD; EGGSHELL GENERAL WALL PAINT P-2 PAINT SHERWIN WILLIAMS; TBD HM DOORS AND FRAMES - SEMI GLOSS P-4 PAINT SHERWIN WILLIAMS; TBD; EGGSHELL ACCENT WALL PAINT P-5 PAINT SHERWIN WILLIAMS, SW 7007 CEILING BRIGHT WHITE CEILING PAINT PL-1 PLASTIC LAMINATE WILSONART SC-1 STAINED CONCRETE SDT-1 STATIC DISSIPATIVE TILE ARMSTRONG, EXCELONG, 12" X 12" SS-1 SOLID SURFACE, CORIAN CORIAN, COLOR: TBD COUNTERS AND WINDOW SILLS T-1 PORCELAIN TILE 12x24 DALTILE; VIRTUO; COMPOSER VR11; 12"x24" TOILET ROOM FLOORS AND WALLS COURTNEY HAMPTON; COURTNEY.HAMPTON@DALTILE.COM T-2 QUARRY TILE DALTILE QUARRY TILE; COLOR: ARID FLASH; SIZE: 6"x6" KITCHEN AND PANTRY TILE COURTNEY HAMPTON; COURTNEY.HAMPTON@DALTILE.COM TB-1 TILE BASE DALTILE; 6" H BASE COURTNEY HAMPTON; COURTNEY.HAMPTON@DALTILE.COM TB-2 TILE BASE DALTILE; QUARRY TILE BASE; COLOR: ARID FLASH, 5 x 6" ROUND TOP COVE BASE COURTNEY HAMPTON; COURTNEY.HAMPTON@DALTILE.COM TCF TEXTILE COMPOSITION TILE J&J FLOORING, KINETEX ASHLAR WB-1 WALL BASE TARKETT; JOHNSONITE; 4" HIGH MILLWORK BASE; COLOR: TBD WF-1 WALKOFF CARPET TILE J+J FLOORING; STYLE: INCOGNITO; COLOR: TBD; SIZE: 24"x24" QUARTER-TURN INSTALLATION KEYNOTES (ALL) - NEW WORK 511 ELEVATOR - SEE SPECIFICATIONS - 2500# - (7'-0" X 8'-7") CLEAR REQD GC TO CONFIRM ALL SHAFT DIMENSION REQUIREMENTS AND OTHER CONSTRUCTION REQUIREMENTS WITH MANUFACTURER. PER BASIS OF DESIGN MFR (KONE MONOSPACE 300) 512 RAISED FLOOR TO ACCOMODATE ELEVATOR SHAFT CEILING - SEE STRUCTURAL 513 ELEVATOR PIT BELOW - COORDINATE PIT DEPTH AND SUMP WITH STRUCTURAL & ELEVATOR MANUFACTURER 514 ELEVATOR SUMP PUMP, SEE ELEVATOR SHOP DRAWINGS FOR EXACT SIZE AND LOCATION 515 ELEVATOR HOIST BEAM, SEE ELEVATOR SHOP DRAWINGS FOR EXACT SIZE AND LOCATION 516 ELEVATOR DIVIDER BEAM, SEE ELEVATOR SHOP DRAWINGS FOR EXACT SIZE AND LOCATION 517 GALVANIZED STEEL ACCESS STAIR WITH RAILING 600 - COORDINATION 602 CAST IN PLACE CONCRETE PATIO - SEE STRUCTURAL 603 MECHANICAL EQUIPMENT YARD - COORDINATE DRAINAGE & EQUIPMENT WITH MECHANICAL DRAWINGS 605 SPECIALTY LIGHT FIXTURES - EXTERIOR WALL SCONCE AS SCHEDULED 606 INTERNAL ROOF DRAIN ASSEMBLY, PIPED VERTICALLY DOWN TO LOWER LEVEL AT NEAREST INTERIOR COLUMN LINE, AND PIPED LATERALLY OVERHEAD TO CISTERN 608 SLOPE FLOOR TO DRAIN 1/8" / 12" - SEE PLUMBING/CIVIL 609 REFER TO MECHANICAL DRAWINGS FOR MECHANICAL EQUIPMENT INFORMATION 610 MECHANICAL DUCTS IN SHAFT, SEE MECHANICAL DRAWINGS 611 PREFABRICATED SHOWER UNITS, SEE PLUMBING DRAWINGS 613 URINAL, SEE PLUMBING DRAWINGS 614 KEY CARD AND BIOMETRIC READER, REFER TO ELECTRICAL DRAWINGS 615 DRINKING FOUNTAIN - SEE PLUMBING 616 CISTERN STRUCTURE - COORDINATE REQUIREMENTS WITH STRUCTURAL & CIVIL 617 REINFORCED CONCRETE BEAM - SEE STRUCTURAL 618 STEEL FLOOR FRAMING - SEE STRUCTURAL 619 STEEL ROOF FRAMING - SEE STRUCTURAL 620 REINFORCED CONCRETE STRUCTURAL COLUMN - SEE STRUCTURAL 621 PIPE/ DUCT CHASE - SEE MEP 622 HOSE BIBB; REFER TO PLUMBING 623 CIP FOOTINGS SEE STRUCTURAL DRAWINGS 631 POST-TENSIONED DECK WITH 1/4"/12" SLOPE, SEE STRUCTURAL 632 SLAB ON GRADE 633 REINFORCED CONCRETE FOUNDATION - SEE STRUCTURAL 634 STORM WATER RETENTION SYSTEM - SEE CIVIL 635 ELEVATED REINFORCED CONCRETE SLAB 636 CONCRETE CISTERN LID TO BE FLUSH WITH ADJACENT SLABS - SEE STRUCTURAL 637 PIPING - SEE MEP 700 - RCP 702 SPECIALTY LIGHT FIXTURES 706 CEILING PLENUM ACCESS DOOR, SEE SPECS (FINAL LOCATION TO BE COORD W OWNER) 713 LINEAR PLANK ACOUSTIC CEILING 714 SUSPENDED ACOUSTIC CEILING BAFFLES 715 DECORATIVE ACOUSTIC CEILING TILES WITHIN 2X2 GRID 716 EXTERIOR SOFFIT - REFER TO RCPS FOR MATERIAL AND FINISH 800 - FINISHES 804 PAINTED STUCCO 'UNITED IN PRIDE AND HOPE' LETTERING - SEE SPEC 812 OPERABLE INTERIOR WINDOW SHADE 813 SOLID SURFACE WINDOW SILL 814 PROVIDE PRIVACY FILM ON INTERIOR FACE OF EXTERIOR GLAZING 42 INCHES (1065 mm) 4 48 INCHES (1220 mm) 4 0 INCHES (0mm)¹ 22 INCHES (560 mm) 3 GENERAL NOTES: 1. MANUAL DOORS, DOORWAYS, AND MANUAL GATES 1.1. REVOLVING DOORS, GATES, AND TURNSTILES. REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. 1.2. DOUBLE-LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH 1.3 AND 1.4 BELOW 1.3. CLEAR WIDTH. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES (815 mm) MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES (610 mm) DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES (915 mm) MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES (865 mm) ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES (865 mm) AND 80 INCHES (2030 mm) ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES (100 mm). EXCEPTIONS: 1. IN ALTERATIONS, A PROJECTION OF 5/8 INCH (16 mm) MAXIMUM INTO THE REQUIRED CLEAR WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. 2. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES (1980 mm) MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 1.4. MANEUVERING CLEARANCES. MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE. EXCEPTION: ENTRY DOORS TO HOSPITAL PATIENT ROOMS SHALL NOT BE REQUIRED TO PROVIDE THE CLEARANCE BEYOND THE LATCH SIDE OF THE DOOR. 1.5. SWINGING DOORS AND GATES. SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH THE TABLE BELOW. 2. FLOOR OR GROUND SURFACES. 2.1. FLOOR OR GROUND SURFACES WITHIN REQUIRED MANEUVERING CLEARANCES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. EXCEPTIONS: 1. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 2. CHANGES IN LEVEL AT THRESHOLDS COMPLYING WITH 2.2 BELOW. 2.2. THRESHOLDS. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (13 mm) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 2.1 ABOVE AND LEVEL CHANGE REQUIREMENTS. TYPE OF USE MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTION DOOR OR GATE SIDE PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY (BEYOND LATCH SIDE UNLESS NOTED) FROM FRONT PULL 60 INCHES (1525 mm) 18 INCHES (455 mm) PUSH 48 INCHES (1220 mm) FROM HINGE SIDE 36 INCHES (905 mm) 42 INCHES (1065 mm) FROM LATCH SIDE 24 INCHES (610 mm) 24 INCHES (610 mm) FROM FRONT FROM HINGE SIDE FROM LATCH SIDE FROM HINGE SIDE PULL PULL PULL PUSH PUSH 60 INCHES (1525 mm) 54 INCHES (1370 mm) 42 INCHES (1065 mm)² 1. ADD 12 INCHES (305 mm) IF CLOSER AND LATCH ARE PROVIDED. 2. ADD 6 INCHES (150 mm) IF CLOSER AND LATCH ARE PROVIDED. 3. BEYOND HINGE SIDE. 4. ADD 6 INCHES (150 mm) IF CLOSER IS PROVIDED. TABLE: MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES FRONT APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDE FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH HINGE APPROACH, PULL SIDE 60" MIN. 18" MIN. 48" MIN. 60" MIN. 36" MIN. 12" MIN. 48" MIN. (HINGE APPROACH, PULL SIDE) (FRONT APPROACH, PUSH SIDE) (FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH) (LATCH APPROACH, PULL SIDE) 54" MIN. 42" MIN. 42" MIN. 22" MIN. 48" MIN. 22" MIN. 48" MIN. 24" MIN. (LATCH APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSER) (LATCH APPROACH, PUSH SIDE) (LATCH APPROACH, PUSH SIDE, DOOR PROVIDED WITH CLOSER) 24" MIN. 48" MIN. 54" MIN. 24" MIN. 42" MIN. 24" MIN. NOTES: 1. DOORS IN SERIES AND GATES IN SERIES. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 INCHES (1220 mm) MINIMUM PLUS THE WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE. 2. FLOOR OR GROUND SURFACES. 2.1. FLOOR OR GROUND SURFACES WITHIN REQUIRED MANEUVERING CLEARANCES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. EXCEPTIONS: 1. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 2. CHANGES IN LEVEL AT THRESHOLDS COMPLYING WITH 2.2 BELOW. 2.2. THRESHOLDS. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (13 mm) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 2.1 ABOVE AND LEVEL CHANGE REQUIREMENTS. 48" MIN. 48" MIN. 48" MIN. (SIDE APPROACH) (FRONT APPROACH) (STOP OR LATCH APPROACH) (POCKET OR HINGE APPROACH) 48" MIN. 42" MIN. 42" MIN. 24" MIN. 22" MIN. 42" MIN. NOTES: 1. DOORWAYS WITHOUT DOORS OR GATES, SLIDING DOORS, AND FOLDING DOORS. DOORWAYS LESS THAN 36 INCHES (915 mm) WIDE WITHOUT DOORS OR GATES, SLIDING DOORS, OR FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE BELOW. MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTION PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY (BEYOND LATCH SIDE UNLESS NOTED) FROM FRONT 48 INCHES (1220 mm) FROM POCKET/HINGE SIDE 24 INCHES (610 mm) FROM SIDE¹ FROM STOP/LATCH SIDE 42 INCHES (1065 mm) 0 INCHES (0mm) 22 INCHES (560 mm)² 42 INCHES (1065 mm) 42 INCHES (1065 mm) 0 INCHES (0mm) TYPICAL DOOR CLEARANCES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER G003 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP ACCESSIBILITY CLEARANCES B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 No. Description Date CLEAR FLOOR OR GROUND SPACE PARALLEL APPROACH FORWARD APPROACH MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH 1320 mm 4' - 4" MIN 760 mm 2' - 6" MIN 1320 mm 4' - 4" MIN 760 mm 2' - 6" MIN 760 mm 2' - 6" MIN 1320 mm 4' - 4" MIN 1320 mm 4' - 4" MIN 760 mm 3' - 0" MIN 610 mm x > 2' - 0" 760 mm 2' - 6" MIN 381 mm 1' - 3" MIN 1524 mm 5' - 0" MIN GENERAL. FLOOR OR GROUND SURFACES OF TURNING SPACE SHALL COMPLY WITH FLOOR AND GROUND SURFACES OF THE ADA STANDARDS FOR ACCESSIBLE DESIGN. CHANGES IN LEVEL ARE NOT PERMITTED. TYPICAL CLEARANCES - ACCESSIBILITY 1/4" 1/4" 1/2" 1/2" 1 2 VERTICAL: CHANGES IN LEVEL OF 1/4 INCH. (6.4 mm) HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL. BEVELED: CHANGES IN LEVEL BETWEEN 1/4 INCH (6.4mm) HIGH MINIMUM AND 1/2 INCH (13mm) HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. GENERAL. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AN DSLIP RESISTANT. CARPET. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NOT CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE 1/2 INCH (13 mm) MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH CHANGES IN LEVEL. CARPET PILE HEIGHT VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL (ELEVATION) (PLAN) (TOE CLEARANCE) 1. 2. 3. 4. 5. NOTES: SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND AND 9 INCHES (230 mm) ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE. TOE CLEARANCE SHALL EXTEND 25 INCHES (635 mm) MAXIMUM UNDER AN ELEMENT. WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE TOE CLEARANCE SHALL EXTEND 17 INCHES (430 mm) UNDER THE ELEMENT. SPACE EXTENDING GREATER THAN 6 INCHES (150 mm) BEYOND THE AVAILABLE KNEE CLEARANCE AT 9 INCHES (230 mm) ABOVE THE FINISH FLOOR OR GROUND SHALL NOT BE CONSIDERED TOE CLEARANCE. TOE CLEARANCE SHALL BE 30 INCHES (760 mm) WIDE MINIMUM. 1. 2. 3. 4. NOTES: SPACE UNDER AN ELEMENT BETWEEN 9 INCHES (230mm) AND 27 INCHES (685mm) ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED KNEE CLEARANCE. KNEE CLEARANCE SHALL EXTEND 25 INCHES (635mm) MAXIMUM UNDER AN ELEMENT AT 9 INCHES (230mm) ABOVE THE FINISH FLOOR OR GROUND. WHERE KNEE CLEARANCE IS REQUIRED UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES (280mm) DEEP MINIMUM AT 9 INCHES (230mm) ABOVE THE FINISH FLOOR OR GROUND, AND 8 INCHES (205mm) DEEP MINIMUM AT 27 INCHES (685mm) ABOVE FINISH FLOOR OR GROUND. BETWEEN 9 INCHES (230mm) AND 27 INCHES (685mm) ABOVE THE FINISH FLOOR OR GROUND, THE KNEE CLEARANCE SHALL BE PERMITTED TO REDUCE AT A RATE OF 1 INCH (25mm) IN DEPTH FOR EACH 6 INCHES (150mm) IN HEIGHT. (ELEVATION) (PLAN) (KNEE CLEARANCE) 2' - 6" 1' - 5" 8" 2' - 3" 9" 11" 6" 9" 1' - 5" 2' - 6" TOE CLEARANCE KNEE CLEARANCE LIMITS OF PROTRUDING OBJECTS X > 27" X ≥ 80" 4" MAX. PROTRUSSION LIMITS. OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES (685 mm) AND NOT MORE THAN 80 INCHES (2030 mm) ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES (100 mm) MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. EXCEPTION: HANDRAIL SHALL BE PERMITTED TO PROTRUDE 4 18/2" (115 mm) MAXIMUM. UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH 48" MAX. 15" MIN. 20" MAX. 48" MAX. 25" MAX. 44" MAX. UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH 10" MAX. 15" MIN. 48" MAX. 10" MAX. 48" MAX. 34" MAX. > 10" - 24" MAX. 46" MAX. 34" MAX. UNOBSTRUCTED. WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48 INCHES (1200 mm) MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15 INCHES (380 mm) MINIMUM ABOVE THE FINISH FLOOR OR GROUND. OBSTRUCTED HIGH REACH. WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES (1220 mm) MAXIMUM WHERE EHT REACH DEPTH IS 20 INCHES (510 mm) MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20 INCHES (510 mm), THE HIGH FORWARD REACH SHALL BE 44 INCHES (1120 mm) MAXIMUM AND THE REACH DEPTH SHALL BE 25 INCHES (635 mm) MAXIMUM. UNOBSTRUCTED. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACHIS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES (1220 mm) MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 INCHES (380 mm) MINIMUM ABOVE THE FINISH FLOOR OR GROUND. OBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND HE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES (865 mm) MAXIMUM AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES (610mm) MAXIMUM. THE HIGH SIDE REACH SHALL BE 48 INCHES (1220 mm) MAXIMUM FOR A REACH DEPTH OF 10 INCHES (255 mm) MAXIMUM. WHERE HE REACH DEPTH EXCEEDS 10 INCHES (255 mm), THE HIGH SIDE REACH SHALL BE 46 INCHES (1170 mm) MAXIUMU FOR A REACH DEPTH OF 24 INCHES (610 mm) MAXIMUM. CIRCULAR TURNING SPACE OVERLAP OF KNEE AND TOE CLEARANCE 255 mm 10" MAX 1700 mm 5' - 7" MIN 1725 mm 5' - 8" MIN 1525 mm 5' - 0" MIN 3' - 0" MIN 915 mm 610 mm 2' - 0" MIN 405 mm 1' - 4" MIN 915 mm 3' - 0" MIN 405 mm 1' - 4" MIN 8" MIN 205 mm MIN 205 mm 8" 1626 mm 5' - 4" MIN MIN 280 mm 11" 1065 mm 3' - 6" MIN MIN 280 mm 11" 660 mm 1' - 10" MIN 965 mm 3' - 2" MIN 1525 mm 5' - 0" MIN 1626 mm 5' - 4" MIN MIN 305 mm 1' - 0" 1065 mm 3' - 4" MIN MIN 305 mm 1' - 0" 510 mm 1' - 8" MIN 1015 mm 3' - 4" MIN 1525 mm 5' - 0" MIN GENERAL. FLOOR OR GROUND SURFACES OF TURNING SPACE SHALL COMPLY WITH FLOOR AND GROUND SURFACES OF THE ADA STANDARDS FOR ACCESSIBLE DESIGN. CHANGES IN LEVEL ARE NOT PERMITTED. T-SHAPED TURNING SPACE R 2' - 9 1/2" 18 min 455 6 min 150 MEN 20 1 SLOPE 1½ min FIG 505.5 HANDRAIL CLEARANCE 1½ min 100-160 4 - 6 ¼ PERIMETER (A) STAIRS 34-38 865-965 1½ max RADIUS ½ max 18 min 455 38 12 min 305 X X 45° AREA TO BE MARKED 1525 60 min FIG 503.3 PASSENGER LOADING ZONE ACCESS AISLE 13 30° max 38 (C) CURVED NOSING BEVELED NOSING 38 (a) (b) 2¼ max 57 2¼ max 57 NOTE: X = TREAD DEPTH FIG 505.10.3 BOTTOM HANDRAIL EXTENSION AT STAIRS FULL LENGTH OF VEHICLE PULL-UP SPACE CURB LINE FIG 505.10.2 TOP HANDRAIL EXTENSION AT STAIRS SLOPE FLARED SIDES 1:10 MAX SLOPE FIG 406.3 SIDES OF CURB RAMPS 12 min 305 12 min 305 FIG 505.10.1 TOP & BOTTOM HANDRAIL EXTENSION AT RAMP FIG 406.2 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS THICKEN EDGE TO PREVENT CRACKING/DELAMINATION OF CONCRETE WHERE SLOPE ENDS CURB RAMP SLOPE ADJOINING SURFACE MAXIMUM SLOPE NOT IN PICTOGRAM FIELD FIG 703.6 PICTOGRAM FIELD FIG 703.4.2 LOCATION OF TACTILE SIGNS AT DOORS CENTERED ON RAISED CHARACTERS 34-38 865-965 34-38 865-965 (B) RAMPS (C) WALKING SURFACES FIG 505.4 HANDRAIL HEIGHT FIG 505.7.2 HANDRAIL NON-CIRCULAR CROSS SECTION FIG 505.6 HORIZONTAL PROJECTIONS BELOW GRIPPING SURFACE FIG 504.5 STAIR NOSING (D) (A) RADIUS OF TREAD EDGE (TYPICAL FOR ALL PROFILES) ANGLED RISER (B) 1½ max 38 GENERAL SITE AND BUILDING ELEMENTS REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER G004 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP TYPICAL ACCESSIBILITY & SITE DETAILS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/2" = 1'-0" G004 CLEAR FLOOR SPACES E3 NOT TO SCALE G004 FLOOR AND GROUND SURFACES A3 NOT TO SCALE G004 KNEE AND TOE CLEARANCES B3 NOT TO SCALE G004 PROTRUDING OBJECTS B5 1/2" = 1'-0" G004 REACH RANGES C3 1/2" = 1'-0" G004 TURNING SPACES D3 NOT TO SCALE G004 GENERAL SITE AND BUILDING ELEMENTS A1 No. Description Date TOP OF LAVATORY 34" TYPICAL HEIGHT & ARRANGEMENT @ LAVATORIES FLOOR LINE 15" MIN. WALL MIRROR CC30 B.O. REFLECTIVE SURFACE 40" MAX B.O. REFLECTIVE SURFACE 40" MAX TYPICAL MOUNTING HEIGHTS WALL 7" MIN - 9" MAX 22" WALL 12" 24" 18" FLUSH ALWAYS LOCATED ON SIDE AWAY FROM WALL TOILET PAPER DISPENSER GRAB BAR (36") WALL 1' - 0" 3' - 6" SANITARY NAPKIN - WHERE NOTED 40" 18" 40" 36" TOP OF GRAB BAR TOP OF GRAB BAR 36" NOTE 1 *NOTE: TOILET PAPER & SANITARY NAPKIN DISPENSERS 19" MIN WITH 1-1/2" CLEARANCE BELOW GRAB BAR 17"-19" 17"-19" FLOOR LINE PROTRUDING PAPER TOWEL DISPENSER TO DISPENSING MECHANISH 44" SOAP DISPENSER ABOVE TILE @ BATHROOM 44" 44" ABOVE TILE @ BATHROOM 44" RECESSED PAPER TOWEL DISPENSER RECESSED PAPER TOWEL DISPENSER & WASTE RECEPTACLE GRAB BAR (42") GRAB BAR (18") FLOOR LINE WALL 12" 24" 18" FLUSH ALWAYS LOCATED ON SIDE AWAY FROM WALL GRAB BAR (36") WALL 12" MAX. 42" GRAB BAR (42") GRAB BAR (18") 40" 18" 40" TOP OF GRAB BAR 36" TOP OF GRAB BAR 36" 6" MAX. 42" MAX. SEAT HEIGHT 17" - 19" WALL SANITARY NAPKIN - WHERE NOTED 8" 19" - 30" DISPENSER OUTLET LOCATION - FOR PAPER TOILET DISPENSERS THAT ACCOMMODATE A MAX. OF 2 TOILET PAPER ROLLS OF NOT MORE THAN 5-INCH DIAMETER EACH WALL DISPENSER OUTLET LOCATION - PROTRUDING TOILET PAPER DISPENSERS 24" 19" MIN. 1 1/2" 42" WALL DISPENSER OUTLET LOCATION - RECESSED DISPENSERS 19" MIN. 47" MAX. ABOVE GRAB BAR 36" MAX. BELOW GRAB BAR 42" MAX. 24" MIN. 1 1/2" WATER CLOSET AND GRAB BARS LOCATION WATER CLOSET AND GRAB BARS LOCATION SANITARY NAPKIN - WHERE NOTED SANITARY NAPKIN - WHERE NOTED TO DISPENSING MECHANISM 44" SOAP & HAND SANITIZER 3' - 8" 3' - 2" ADA PUSH BUTTON AUTOMATIC DOOR OPENER AO WITH ADA PUSH OPENER 3' - 2" BS BADGE SWIPE 4' - 0" FIRE EXTINGUISHER CABINET REFER TO LIFE SAFETY PLAN WALL MOUNTED FIRE EXTINGUISHER REFER TO LIFE SAFETY PLAN MONITORS WHITEBOARD WALL WALL SCRUB SINK EYEWASH 5' - 0" 3' - 8" 2' - 10" EQ EQ MAX. 3' - 0" 36" MAX 33" MIN 6" MAX 3" MIN - 6" MAX 4" MAX SHOWER CURTAIN MOUNT SO THAT CURTAIN HANGS OUTBOARD OF GRAB BAR BUT WITHIN FULL HEIGHT ENCLOSURE SHOWER PAN 36" MAX 33" MIN ENDS OF BAR 6" MAX AT BOTH 1'-6" MAX ENDS OF BAR 5 7/8" MAX AT BOTH SHOWER PAN SLIDE BAR COORDINATE SLIDE BAR HEIGHT TO MATCH VERTICAL GRAB BAR HEIGHT IF SEAT FOLDS UP, ENSURE ADEQUATE CLEARANCE FOR SEAT WHILE MAINTAINING INDICATED ADA CLEARANCES FOR BAR(S) FLOOR LINE COAT HOOK 48" AUTOMATIC FLUSH CONTROL 12" MAX 42" MIN 54" MIN 39" - 41" 18" MIN 39" - 41" 33" - 36" 17" - 19" 36" MIN 6" MAX 24" MIN 12" MIN FULL-LENGTH MIRROR 15" MIN WALL 9" MIN ADA HEIGHT 33" - 36" STANDING HEIGHT 38" - 43" 16" - 18" DRINKING FOUNTAIN WALL MOUNTED FRONT ELEVATION WATER CLOSET / GRAB BAR LOCATIONS SIDE ELEVATION 15" MIN 15" MIN DRINKING FOUNTAIN WALL MOUNTED FRONT ELEVATION 15" MIN WALL WALL RECESSED TOILET ACCESSORY LOCATIONS WALL PROTRUDING TOILET ACCESSORY LOCATIONS 18" MIN 48" MAX 24" MIN 42" MAX 36" MAX 18" MIN MIN 1 1/2" 24" MIN 42" MAX WATER CLOSET / GRAB BAR LOCATIONS FRONT ELEVATION WALL 42" MIN 36" MAX 12" MIN 48" MAX WALL MOUNTED URINAL FRONT / SIDE ELEVATIONS FOR FLUSH CONTROL 48" MAX 17" MAX MIN 13 1/2" 15" MIN 15" MIN 15" MIN 15" MIN EQ EQ TO REFLECTIVE SRF 40" MAX 34" MAX EQ EQ 34" MAX TO REFLECTIVE SRF 40" MAX WALL 15" MIN 15" MIN WALL WALL HUNG LAVATORY FRONT ELEVATION BUILT-IN LAVATORY FRONT ELEVATION WALL ADA COMPLIANT WALL MOUNTED URINAL 5" MAX. 15" MIN. HT REQUIREMENTS SEE FRONT ELEVS FOR DRINKING FOUNTAIN WALL MOUNTED SIDE ELEVATION WALL BABY CHANGING STATION DIMENSION TO TOP OF TABLE IN FOLD-DOWN POSITION 2'-10" 6' - 8" MINIMUM OVERHEAD SIGN WALL MOUNTED SIGN NOTE: PROVIDE SIGNAGE AS REQUIRED BY IBC, ANSI, ADA, AND LOCAL CODES. OFFICE 105 EXIT SIGNAGE HEIGHT ABOVE FINISH FLOOR MINIMUM CHARACTER HEIGHT SUSPENDED OR PROJECTED OVERHEAD IN COMPLIANCE WITH 4.4.2. 60"; MOUNTED ON WALL ADJACENT TO LATCH SIDE OF THE DOOR, CENTERLINE OF THE SIGN. MINIMUM OF 3" 4.30.6 MOUNTING LOCATION AND HEIGHT. WHERE PERMANENT IDENTIFICATION IS PROVIDED ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO LATCH THE SIDE OF THE DOOR, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60" (1525MM) ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. WITHIN 3" (76MM) OF THE SIGN WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE DOORSWING. 4.4.2 HEAD ROOM. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES, OR OTHER CIRCULATION SPACES SHALL HAVE 80" (2030 MM) MINIMUM CLEAR HEAD ROOM. IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80" A BARRIER TO WARN THE BLIND OR VISUALLY IMPAIRED PERSONS SHALL BE PROVIDED. TO CENTER OF SIGN MOUNT 60" OF HIGHEST TACTILE CHARACTER 60" MAX. TO BASELINE OF LOWEST TACTILE CHARACTER 48" MIN. TO BASELINE REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER G005 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP TYPICAL MOUNTING HEIGHTS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 No. Description Date 1/2" = 1'-0" Symbol Legend - SIGNAGE NAME OF PROJECT: ADDRESS: PHONE: CODE ENFORCEMENT JURISDICTION: OWNER/AUTHORIZED AGENT: KNUD HANSEN BUILDING AND EQUIPMENT 1303 HOSPITAL GROUND RD, ESTATE HOSPITAL GROUND 340-774-0930 USVI DEPT OF HUMAN SERVICES 2024 IBC BUILDING CODE: BUILDING DATA I-B SPRINKLERS: NO STANDPIPES: I I-B I I I-AB V-B PARTIAL YES WET DRY FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB-TOTAL (SQ FT) MEZZANINE LEVEL SECOND FLOOR FIRST FLOOR THIRD FLOOR TOTAL BUILDING CODE SUMMARY: INTERNATIONAL CODE COUNCIL UNIFORM PLUMBING CODE PRIMARY OCCUPANCY CLASSIFICATION (S): ASSEMBLY BUSINESS EDUCATIONAL FACTORY HAZARDOUS INSTITUTIONAL MERCANTILE STORAGE UTILITY AND MISCELLANEOUS RESIDENTIAL OWNED BY: CITY: ST. THOMAS, VI COUNTY: - STATE RENOVATION ADDITION NEW BUILDING 1ST TIME INTERIOR COMPLETION A-1 A-2 A-3 A-4 A-5 H-1 DETONATE I-1 CONDITION F-1 MODERATE F-2 LOW H-2 DEFLAGRATE 1 H-3 COMBUST 2 H-4 HEALTH H-5 HPM R-1 R-2 R-3 R-4 S-1 MODERATE S-2 LOW HIGH PILED REPAIR GARAGE ENCLOSED OPEN PARKING GARAGE ACTUAL AREA OF OCCUPANCY A ALLOWABLE AREA OF OCCUPANCY A ACTUAL AREA OF OCCUPANCY B ALLOWABLE AREA OF OCCUPANCY B + < 1 + + ......... = < 1.00 BUILDING HEIGHT IN FEET (TABLE 504.3) BUILDING HEIGHT IN STORIES (TABLE 504.4) SHOWN ON PLANS ALLOWABLE HEIGHT 4 +/- 60' N/A ST. THOMAS, USVI ZIP CODE: 00802 EMAIL: CITY / COUNTY PRIVATE STATE 3012 GOLDEN ROCK, CHRISTIANSTED, ST. CROIX, VI 00820 SHELL / CORE - CONTACT THE LOCAL INSPECTION JURISDICTION PHASED CONSTRUCTION - SHELL / CORE - CONTACT THE LOCAL INSPECTION JURISDICTION BUILDING RISK CATEGORY: (TABLE 1604.5): I I I I I I I V CONSTRUCTION TYPE: I-A I I-A I I I-A I V V-A (CHECK ALL THAT APPLY) NFPA 13D NFPA 13R NFPA 13 NO YES I CLASS I I I I I FIRE DISTRICT: NO YES FLOOD HAZARD AREA: NO YES SPECIAL INSPECTIONS REQUIRED: NO YES (EIFS SYSTEM) GROSS BUILDING AREA TABLE (FOOTPRINT) OCCUPANCY I-2 CONDITION 1 2 I-3 CONDITION 1 2 I-4 ACCESSORY OCCUPANCY CLASSIFICATION(S): INCIDENTAL USES (TABLE 509.1): 2 3 ALLOWABLE IIB - 4 stories IIB - 75' CODE REFERENCE - - 1 1. 2. 3. PROVIDE CODE REFERENCE IF THE "SHOWN ON PLANS" QUANTITY IS NOT BASED ON TABLE 504.3 OR 504.4. THE MAXIMUM HEIGHT OF AIR TRAFFIC CONTROL TOWERS MUST COMPLY WITH TABLE 412.3.1. THE MAXIMUM HEIGHT OF OPEN PARKING GARAGES MUST COMPLY WITH TABLE 406.5.4. 3 4 5 N/A DIVISION FIRM DESIGNER LICENSE # TELEPHONE # EMAIL SPRINGLINE ARCHITECTS ARCHITECTURAL JERRY TRAINO - jerry.traino@novusa.com CIVIL FIRE ALARM PLUMBING MECHANICAL SPRINKLER-STANDPIPE STRUCTURAL ELECTRICAL RETAINING WALL > 5' HIGH TLC ENGINEERING - stephen.cotton@tlc-eng.com 321.877.4260 joel.figueroa@tlc-eng.com HARRIS CIVIL ENGINEERS NEIL WOLFE - JOEL FIGUEROA-VALLINES - - CONTACT - - - - - COMMISSIONER AVERIL GEORGE averil.george@dhs.vi.gov FURNACE ROOM WHERE ANY PIECE OF EQUIPMENT IS OVER 400,000 BTU PER HOUR INPUT ROOMS WITH BOILERS WHERE THE LARGEST PIECE OF EQUIPMENT IS OVER 15 PSI AND 10 HORSEPOWER REFRIGERANT MACHINERY ROOM HYDROGEN FUEL GAS ROOMS, NOT CLASSIFIED AS GROUP H INCINERATOR ROOMS PAINT SHOPS, NOT CLASSIFIED AS GROUP H, LOCATED IN OCCUPANCIES OTHER THAN GROUP F IN GROUP E OCCUPANCIES, LABORATORIES AND VOCATIONAL SHOPS NOT CLASSIFIED AS GROUP H IN GROUP I-2 OCCUPANCIES, LABORATORIES NOT CLASSIFIED AS GROUP H IN AMBULATORY CARE FACILITIES, LABORATORIES NOT CLASSIFIED AS GROUP H LAUNDRY ROOMS OVER 100 SQUARE FEET IN GROUP I-2, LAUNDRY ROOMS OVER 100 SQUARE FEET IN GROUP I-2, PHYSICAL PLANT MAINTENANCE SHOPS IN AMBULATORY CARE FACILITIES OR GROUP I-2 OCCUPANCIES, WASTE AND LINEN COLLECTION ROOMS WITH CONTAINERS THAT HAVE AN AGGREGATE VOLUME OF 10 CUBIC FEET OR GREATER WASTE AND LINEN COLLECTION ROOMS OVER 100 SQUARE FEET (NOT AMBULATORY CARE OR GROUP I-2) IN AMBULATORY CARE FACILITIES OR GROUP I-2 OCCUPANCIES, STORAGE ROOMS GREATER THAN 100 SQUARE FEET ELECTRICAL INSTALLATIONS AND TRANSFORMERS SPECIAL USES (CHAPTER 4 - LIST CODE SECTIONS FROM SECTION 401): 406 SPECIAL PROVISIONS: (CHAPTER 5 - SECTION 10 - LIST CODE SECTIONS): MIXED OCCUPANCY: NO YES SEPARATION: - HR. EXCEPTION: - NON-SEPARATED USE (508.3) THE REQUIRED TYPE OF CONSTRUCTION FOR THE BUILDING SHALL BE DETERMINED BY APPLYING THE HEIGHT AND AREA LIMITATIONS FOR EACH OF THE APPLICABLE OCCUPANCIES TO THE ENTIRE BUILDING. THE MOST RESTRICTIVE TYPE OF CONSTRUCTION, SO DETERMINED, SHALL APPLY TO THE ENTIRE BUILDING. SEPARATED USE (508.4) SEE BELOW FOR AREA CALCULATIONS OF EACH STORY, THE AREA OF THE OCCUPANCY SHALL BE THE SUM OF THE RATIO OF THE ACTUAL FLOOR AREA OF EACH USE DIVIDED BY THE ALLOWABLE FLOOR AREA FOR EACH USE SHALL NOT EXCEED 1. 510.2 510.3 510.4 510.5 510.6 510.7 510.8 510.9 LIFE SAFETY PLAN REQUIREMENTS FIRE AND / OR SMOKE RATED WALL LOCATIONS (CHAPTER 7) ASSUMED AND REAL PROPERTY LINE LOCATIONS (IF NOT ON THE SITE PLAN) EXTERIOR WALL OPENING AREA WITH RESPECT TO DISTANCE TO ASSUMED PROPERTY LINES (705.9) OCCUPANCY USE FOR EACH AREA AS IT RELATES TO OCCUPANT LOAD CALCULATION (1004.5) OCCUPANT LOADS FOR EACH AREA EXIT ACCESS TRAVEL DISTANCES (1017) FIRE PROTECTION REQUIREMENTS FSD (FEET) REQ'D PROVIDED (W/_______* REDUCTION) RATING STRUCTURAL FRAME TO INCLUDE COLUMNS, GIRDERS, AND TRUSSES BEARING WALLS EXTERIOR INTERIOR NON-BEARING WALLS EXTERIOR NORTH EAST WEST (parking deck) SOUTH INTERIOR WALLS AND PARTITIONS FLOOR CONSTRUCTION TO INCLUDE SUPPORTING BEAMS AND JOISTS FLOOR CEILING ASSEMBLIES COLUMNS SUPPORTING FLOORS LIFE SAFETY SYSTEM REQUIREMENTS EMERGENCY LIGHTING: YES NO EXIT SIGNS: FIRE ALARM: SMOKE DETECTION SYSTEMS: CARBON MONOXIDE DETECTION: YES NO YES NO YES NO YES NO PARTIAL 0 - 17'-11" A SEPARATE SCHEMATIC PLAN INDICATING WHERE FIRE-RATED FLOOR / CEILING AND / OR ROOF STRUCTURE IS PROVIDED FOR PURPOSES OF OCCUPANCY SEPARATION LOCATION OF DOORS WITH PANIC HARDWARE (1010.2.8) LOCATION OF DOORS WITH DELAYED EGRESS LOCKS AND THE AMOUNT OF DELAY (1010.2.12) LOCATION OF DOORS WITH ELECTROMAGNETIC EGRESS LOCKS (1010.2.10) LOCATION OF DOORS EQUIPPED WITH HOLD-OPEN DEVICES LOCATION OF EMERGENCY ESCAPE WINDOWS (1030) THE SQUARE FOOTAGE OF EACH FIRE AREA (202) THE SQUARE FOOTAGE OF EACH SMOKE COMPARTMENT FOR OCCUPANCY CLASSIFICATION I-2 (407.5) NOTE ANY CODE EXCEPTIONS OR TABLE NOTES THAT MAY HAVE BEEN UTILIZED REGARDING THE ITEMS ABOVE. CLEAR EXIT WIDTHS FOR EACH EXIT DOOR MAXIMUM CALCULATED OCCUPANT LOAD CAPACITY EACH EXIT DOOR CAN ACCOMMODATE BASED ON EGRESS WIDTH (1005.3) ACTUAL OCCUPANT LOAD FOR EACH EXIT DOOR DEAD END LENGTHS (1020.5) COMMON PATH OF TRAVEL DISTANCES (TABLES 1006.2.1 & 1006.3.2 (1)) DETAIL # AND SHEET # DESIGN # FOR RATED ASSEMBLY SHEET # FOR RATED PENETRATION SHEET # FOR RATED JOINTS - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - 0 - - - - - SHAFT ENCLOSURES - EXIT SHAFT ENCLOSURES - OTHER CORRIDOR SEPARATION OCCUPANCY / FIRE BARRIER SEPARATION PARTY / FIRE WALL SEPARATION SMOKE BARRIER SEPARATION INCIDENTAL USE SEPARATION * INDICATE SECTION NUMBER PERMITTING REDUCTION - - 2024 IBC (722.2.1.1) - 1 - - - 0 - - - - - - U419 - - - - - - - - - - ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS ROOF CEILING ASSEMBLIES COLUMNS SUPPORTING ROOFS 0 - - - - - - - - - - 0 - - - - - SMOKE PARTITION - - - - TENANT / DWELLING UNIT / SLEEPING UNIT SEPARATION NA - - - - 0 - - - - - ALLOWABLE AREA (%) PERCENTAGE OF WALL OPENING CALCULATIONS NL DEGREE OF OPENINGS PROTECTION (TABLE 705.9) UNPROTECTED, SPRINKLERED ACTUALLY SHOWN ON PLANS (%) FIRE SEPARATION DISTANCE (FEET) EAST WALLS 11'-4" NL LIFE SAFETY PLAN SHEETS #: G102, G103, G104 33'-0" 28'-0" 11'-4" 1. A. B. C. D. E. 2. 3. 4. 5. FRONTAGE AREA INCREASES FROM SECTION 506.3 ARE COMPUTED THUS: PERIMETER WHICH FRONTS A PUBLIC WAY OR OPEN SPACE HAVING 20 FEET MINIMUM WIDTH = ________ (F) TOTAL BUILDING PERIMETER = _________(P) RATIO (F/P) = ___________(W) W = MIN. WIDTH OF PUBLIC WAY = _________(W) PERCENT OF FRONTAGE INCREASE: 100(F/P - 0.25) X W/30 = ________(%) UNLIMITED AREA APPLICABLE UNDER CONDITIONS OF SECTION 507. MAXIMUM BUILDING AREA = TOTAL NUMBER OF STORIES IN THE BUILDING x D (MAXIMUM 3 STORIES) (506.2) THE MAXIMUM AREA OF OPEN PARKING GARAGES MUST COMPLY WITH TABLE 406.5.4. FRONTAGE INCREASE IS BASED ON THE SPRINKLERED AREA VALUE IN TABLE 506.2. DESCRIPTION AND USE STORY NO. TOTAL BUILDING M 2 - 3 4 1 B (C) AREA FOR FRONTAGE INCREASE (A) BLDG AREA PER STORY (ACTUAL) (B) TABLE 506.2 AREA (D) ALLOWABLE AREA PER STORY OR UNLIMITED 4 1,5 2,3 - - - - - - - - 276,000 SF BUILDING AREA ALLOWABLE DISTANCE PROJECTIONS T705.2 - - MINIMUM DISTANCE FROM LINE USED TO DETERMINE FSD - 40 inches ACTUAL DISTANCE - - FIRE SEPARATION DISTANCE (FEET) - 8'-5" - - - - EXIT ARRANGEMENT BY DISTANCE - (REFERENCE LIFE SAFETY PLAN SHEETS: G102, G103, G104) BUILDING STORY OR SPACE DESIGNATION NUMBER OF EXITS (TABLE 1006.3.3) TRAVEL DISTANCE (TABLE 1017.2) MINIMUM REQUIRED 5 105'-2" 2 117'-9" 110'-6" 300' 3 78'-11" 2 2 172'-11" 1 ACTUAL PROVIDED 1,2 MAX ALLOWABLE ACTUAL PROVIDED ARRANGEMENT OF MEANS OF EGRESS (SECTION 1007) ACTUAL PROVIDED REQUIRED DISTANCE BETWEEN EXITS 53'-10" 74'-11" 61'-7" 56' 100'-9" 117'-11" 120'-11" 127'-2" 221'-11" EGRESS WIDTH BY OCCUPANT LOAD USE GROUP OR SPACE DESIGNATION AREA USING MEANS OF EGRESS (SQFT) (b) EGRESS WIDTH FACTOR (1005.3) MAIN NORTH @150 PSF LOWER SOUTH SECOND SOUTH THIRD SOUTH 1 EGRESS WIDTH (inches) ACTUAL WIDTH (cumulative) REQUIRED WIDTH (a x b)2,3 STAIR OTHER STAIR OTHER STAIR OTHER 27.2 23.2 16 48 20.4 17.4 12 96 66 96 LOAD FACTOR (TABLE 1004.5) 1 (a) CALCULATED OCCUPANCY LOAD 0.2 1. SEE TABLE 1004.5 TO DETERMINE USE OF NET AREA OR GROSS AREA. 2. ONLY USE CALCULATED WIDTH IF IT EXCEEDS: A. MINIMUM STAIR WIDTH (SECTION 1011.2) B. MINIMUM CORRIDOR WIDTH (TABLE 1020.3) C. MINIMUM DOOR WIDTH (SECTION 1010.1.1) D. MINIMUM WIDTH OF EXIT PASSAGEWAY (SECTION 1024.2) 3. FOR ASSEMBLY OCCUPANCIES, SEE SECTION 1030. - - - - - - - - - INTERIOR FINISH REQUIREMENTS BY OCCUPANCY: (TABLE 803.13) K GROUP SPRINKLERED INTERIOR EXIT STAIRWAYS, RAMPS, AND EXIT PASSAGEWAYS 1 CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS NONSPRINKLERED A,B ROOMS AND ENCLOSED SPACES INTERIOR EXIT STAIRWAYS, RAMPS, AND EXIT PASSAGEWAYS CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS A,B ROOMS AND ENCLOSED SPACES A-1, A-2 A-3, A-4, A-5 F B, E, M, R-1 R-4 F H I-1 I-2 I-3 I-4 R-2 R-3 S U NO RESTRICTIONS NO RESTRICTIONS C B B B B B B B A B C C C C C C B B B C B A B C C C C C C C C C C B C B C C C M J G H,I H,I B A A A A A A A A A B C B C B B A A A B A A A B C B D D C B C C B B B B B B C C C A. CLASS C INTERIOR FINISH MATERIALS SHALL BE PERMITTED FOR WAINSCOTTING OR PANELING OF NOT MORE THAN 1,000 SQUARE FEET OF APPLIED SURFACE AREA IN THE GRADE LOBBY WHERE APPLIED DIRECTLY TO A NONCOMBUSTIBLE BASE OR OVER FURRING STRIPS APPLIED TO A NONCOMBUSTIBLE BASE AND FIREBLOCKED AS REQUIRED BY SECTION 803.15.1. B. IN OTHER THAN GROUP I-3 OCCUPANCIES IN BUILDINGS LESS THAN THREE STORIES ABOVE GRADE PLANE, CLASS B INTERIOR FINISH FOR NONSPRINKLERED BUILDINGS AND CLASS C INTERIOR FINISH FOR SPRINKLERED BUILDINGS SHALL BE PERMITTED IN INTERIOR EXIT STAIRWAYS AND RAMPS. C. REQUIREMENTS FOR ROOMS AND ENCLOSED SPACES SHALL BE BASED ON SPACES ENCLOSED BY PARTITIONS. WHERE A FIRE- RESISTANCE RATING IS REQUIRED FOR STRUCTURAL ELEMENTS, THE ENCLOSING PARTITIONS SHALL EXTEND FROM THE FLOOR TO THE CEILING. PARTITIONS THAT DO NOT COMPLY WITH THIS SHALL BE CONSIDERED TO BE ENCLOSING SPACES AND THE ROOMS OR SPACES ON BOTH SIDES SHALL BE CONSIDERED TO BE ONE ROOM OR SPACE. IN DETERMINING THE APPLICABLE REQUIREMENTS FOR ROOMS AND ENCLOSED SPACES, THE SPECIFIC OCCUPANCY THEREOF SHALL BE THE GOVERNING FACTOR REGARDLESS OF THE GROUP CLASSIFICATION OF THE BUILDING OR STRUCTURE. D. LOBBY AREAS IN GROUP A-1, A-2 AND A-3 OCCUPANCIES SHALL BE NOT LESS THAN CLASS B MATERIALS. E. CLASS C INTERIOR FINISH MATERIALS SHALL BE PERMITTED IN PLACES OF ASSEMBLY WITH AN OCCUPANT LOAD OF 300 PERSONS OR LESS. F. FOR PLACES OF RELIGIOUS WORSHIP, WOOD USED FOR ORNAMENTAL PURPOSES, TRUSSES, PANELING OR CHANCEL FURNISHING SHALL BE PERMITTED. G. CLASS B MATERIAL IS REQUIRED WHERE THE BUILDING EXCEEDS TWO STORIES. H. CLASS C INTERIOR FINISH MATERIALS SHALL BE PERMITTED IN ADMINISTRATIVE SPACES. I. CLASS C INTERIOR FINISH MATERIALS SHALL BE PERMITTED IN ROOMS WITH A CAPACITY OF FOUR PERSONS OR LESS. J. CLASS B MATERIALS SHALL BE PERMITTED AS WAINSCOTTING EXTENDING NOT MORE THAN 48 INCHES ABOVE THE FINISHED FLOOR IN CORRIDORS AND EXIT ACCESS STAIRWAYS AND RAMPS. K. FINISH MATERIALS AS PROVIDED FOR IN OTHER SECTIONS OF CHAPTER 8. L. APPLIES WHEN PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2. M. CORRIDORS IN AMBULATORY CARE FACILITIES SHALL BE PROVIDED WITH CLASS A OR B MATERIALS. ACCESSIBLE PARKING LOT OR PARKING AREAS TOTAL # OF PARKING SPACES # ACCESSIBLE SPACES PROVIDED ZONING REQUIRED PROVIDED TOTAL # ACCESSIBLE PROVIDED REGULAR WITH 5' ACCESS AISLE VAN SPACES WITH PLUMBING FIXTURE REQUIREMENTS (UPC TABLE 422.1) SHOWERS / TUBS 132" ACCESS AISLE 8' ACCESS AISLE Lower deck 71 1 3 TOTAL 7 1 9 OFFICE BUILDING MALE FEMALE WATER CLOSETS URINALS OCC. RATIO OCC. LOAD PROPOSED REQUIRED 328 6 4 328 12 7 3 - 2 0 UNISEX* 12 0 11 MALE FEMALE 5 6 UNISEX* 12 0 LAVATORIES DRINKING FOUNTAINS 657 6 (3 hi, 3 lo) 5 - 4 1 ACCESSIBLE ENERGY CONSERVATION CODE EQUIREMENTS CLIMATE ZONE: THE FOLLOWING DATA SHALL BE CONSIDERED MINIMUM AND ANY SPECIAL ATTRIBUTE REQUIRED TO MEET THE ENERGY CODE SHALL ALSO BE PROVIDED. EACH DESIGNER SHALL FURNISH THE REQUIRED PORTIONS OF THE PROJECT INFORMATION FOR THE PLAN DATA SHEET. IF PERFORMANCE METHOD, STATE THE ANNUAL ENERGY COST FOR THE STANDARD REFERENCE DESIGN VS. ANNUAL ENERGY COST FOR THE PROPOSED DESIGN. ENERGY CODE ASHRAE 90.1 (IF "OTHER" SPECIFY SOURCE HERE) EXISTING BUILDING ENVELOPE COMPLIES WITH CODE: NO YES (THE REMAINDER OF THIS SECTION IS NOT APPLICABLE) EXEMPT BUILDING: NO YES (PROVIDE CODE OR STATUTORY REFERENCE) - METHOD OF COMPLIANCE: - PERFORMANCE PERFORMANCE PRESCRIPTIVE PRESCRIPTIVE THERMAL ENVELOPE: (PRESCRIPTIVE METHOD ONLY) U-VALUE OF TOTAL ASSEMBLY: R-VALUE OF INSULATION: SKYLIGHT IN EACH ASSEMBLY: - R-38 MINIMUM SPRAY FOAM INSULATION BELOW ROOF DECK DESCRIPTION OF ASSEMBLY: METAL JOIST W/ CONCRETE SLAB ON METAL DECK ROOF / CEILING ASSEMBLY (EACH ASSEMBLY) NA U-VALUE OF SKYLIGHT: NA TOTAL SQUARE FOOTAGE OFSKYLIGHTS IN EACH ASSEMBLY: NA U-VALUE OF TOTAL ASSEMBLY: R-VALUE OF INSULATION: OPENINGS (WINDOW OR DOORS WITH GLAZING) DESCRIPTION OF ASSEMBLY: U-VALUE OF TOTAL ASSEMBLY: SOLAR HEAT GAIN COEFFICIENT: PROJECTION FACTOR: DOOR R-VALUES: EXTERIOR WALLS (EACH ASSEMBLY) CAST IN PLACE CONCRETE - R-5.7 MINIMUM CONTINUOUS RIGID INSULATION GLASS DOOR: 0.77 MAX; WINDOW: 0.45 MAX 0.25 MAX PF< 0.25 1.3 MIN U-VALUE OF TOTAL ASSEMBLY: R-VALUE OF INSULATION: DESCRIPTION OF ASSEMBLY: WALLS BELOW GRADE (EACH ASSEMBLY) CAST IN PLACE CONCRETE NR U-VALUE OF TOTAL ASSEMBLY: DESCRIPTION OF ASSEMBLY: FLOORS OVER UNCONDITIONED SPACE (EACH ASSEMBLY) R-VALUE OF INSULATION: CAST IN PLACE CONCRETE SLAB HEATED: U-VALUE OF TOTAL ASSEMBLY: R-VALUE OF INSULATION: DESCRIPTION OF ASSEMBLY: FLOOR SLAB ON GRADE HORIZONTAL / VERTICAL REQUIREMENT: CONC SLAB ON GRADE W/ VAPOR BARRIER & STONE BASE NO LOCAL AMENDMENT(S): NONE (SECTION 302) (SECTION 508.2) A-3 2A 3A 4A 1A 5A neilw@harriscivilengineers.com TLC ENGINEERING TLC ENGINEERING TLC ENGINEERING TLC ENGINEERING TLC ENGINEERING JOEL FIGUEROA-VALLINES STEPHEN COTTON STEPHEN COTTON JIM MULLEN JIM MULLEN stephen.cotton@tlc-eng.com 321.877.4260 321.877.4295 321.877.4295 321.877.4231 321.877.4231 407.629.4777 jim.mullen@tlc-eng.com jim.mullen@tlc-eng.com Office (B) and Parking (S-2) 69,000 SF 345,000 SF LOWER FLOOR 2 300' 6 2 2 2 @200 PSF SEE PLAN SEE PLAN 0.2 0.2 0.2 48 48 168 30.6 127'-7" NA NR NR NR - - - 4: 201-400 - - 5: 301-400 1:150 SERVICE / LAUNDRY SINK 3: 201-400 MALE - * 422.2 (4) Separate facilities shall not be required where rooms have fixtures designed for use by both sexes and the water closets are installed in privacy compartments. Urinals shall be installed in privacy compartment. OTHER joel.figueroa@tlc-eng.com 2024 IEBC EXISTING BUILDING CODE: PRESCRIPTIVE LEVEL HISTORIC PROPERTY REPAIR LEVEL CHAPTER 14 LEVEL CONSTRUCTED: (DATE) CURRENT OCCUPANCY (S) (CH. 3): ALTERATION: RENOVATED: (DATE) Unknown PROPOSED OCCUPANCY (S) (CH. 3): Civic Offices I I I I I I CHANGE OF USE Vacant 1983 CODE APPLICATION BASEMENT N/A N/A N/A N/A N/A 52,012 PROJECT INFORMATION 657 OCC. 12 2 0 0 1 NA WEST WALLS 33'-0" SOUTH WALLS 28'-0" UNPROTECTED, SPRINKLERED UNPROTECTED, SPRINKLERED NA NA 136 282 0.15 0.15 0.15 0.15 44 INCHES 32 INCHES 44 INCHES 1 843.437.8879 N/A 53,314 24,937 52,012 53,314 24,937 24,752 24,752 179,767 179,767 Office (B) and Parking (S-2) Office (B) Office (B) - 69,000 SF 69,000 SF 69,000 SF 1 20 50 34,500 SF 34,500 SF 103,500 SF 103,500 SF 69,000 SF 69,000 SF MAIN FLOOR SECOND FLOOR THIRD FLOOR 300' 300' 300' PLUMBING FIXTURE REQUIREMENTS (UPC TABLE 422.1) SHOWERS / TUBS PARKING DECK MALE FEMALE WATER CLOSETS URINALS OCC. RATIO OCC. LOAD PROPOSED REQUIRED 140 2** 2 2** - - - - 2 MALE FEMALE 1 1 LAVATORIES DRINKING FOUNTAINS 280 2** 2 - 1** 1 ACCESSIBLE 2: 101-200 1: 1-200 1: 1-250 SERVICE / LAUNDRY SINK - MALE - OTHER 280 OCC. 1** 1** 38,830 SF 44,122 SF 15,011 SF 21,602 SF 119,565 SF 328 328 328 140 140 140 140 2: 101-200 1: 1-200 11: 201-400 6: 301-400 ** Fixtures located within office building with public access. 422.4 Required toilet facilities for employees and customers in other than shopping malls or centers shall have a maximum travel distance not to exceed 500 feet (152 m). 12 Upper deck Surface lot ACCESSIBLE REQUIRED 2 3 69 142 3 8 3 3 0.2 0.2 0.2 0.2 0.15 0.15 0.15 0.15 MAIN SOUTH MAIN PARKING LOWER PARKING THIRD NORTH @200 PSF @150 PSF @150 PSF SEE PLAN 44 INCHES N/A N/A N/A Table 705.5 0 0 0 0 0 UNPROTECTED, SPRINKLERED NORTH WALLS 17'-11" 75% 45% 1 2 - MAIN PARKING LOWER PARKING 2 2 138'-0" 125'-6" 194'-3" 200' 80 153 136 116 119 101 93 136 23.8 17.85 - 20.2 15.15 96 18.6 13.95 96 27.2 20.4 96 108 - - 22.95 - - - NL NL 13.2% 29% - U419 2010 DEPARTMENT OF JUSTICE ADA STANDARDS FOR ACCESSIBLE DESIGN 2019 UNITED STATES VIRGIN ISLANDS ZONING, BUILDING AND HOUSING LAWS & REGULATIONS 2024 INTERNATIONAL FUEL GAS CODE (IFGC) 60' FEET / STORIES GENERAL BUILDING INFO AND ZONING REQUIREMENTS ACTUAL ZONING DISTRICT (T.29 § 223) REQUIRED LOT AREA MAXIMUM LOT OCCUPANCY MAXIMUM HEIGHT LIMIT VIRGIN ISLANDS ZONING, BUILDING AND HOUSING LAWS & REGULATIONS APPLICABLE CODES & REGULATIONS USVI DEPARTMENT OF PLANNING & NATURAL RESOURCES HISTORIC PRESERVATION GUIDELINES 2024 INTERNATIONAL BUILDING CODE (IBC) 2024 INTERNATIONAL RESIDENTIAL CODE (IRC) 2024 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2024 INTERNATIONAL FIRE CODE (IFC) 2024 UNIFORM PLUMBING CODE (UPC) 2024 INTERNATIONAL MECHANICAL CODE (IMC) 2024 INTERNATIONAL ZONING CODE (IZC) 2024 INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC) SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION LAWS & REGULATIONS PART 1926 ADDRESS ISLAND MINIMUM LOT WIDTH CONSERVATION EARTH CHANGE PERMIT (T.12 § 533) COASTAL ZONE MANAGEMENT PERMIT (T.12 § 539) HISTORIC DISTRICT (T.29 § 111) PERMITTED USE (T.29 § 228) ACCESSORY USE (T.29 § 233) MIN. FRONT YARD MIN. SIDE YARD MIN. REAR YARD PERMITTED DENSITY PERSONS PER ACRE LIMIT USABLE OPEN SPACE FLOOR AREA RATIO SECONDARY KITCHEN RESTRICTION VARIANCE REQUIRED ESTATE YES NO ACTUAL ACTUAL ACTUAL ACTUAL ACTUAL REQUIRED SETBACKS MIN. SIDE YARD ACTUAL FEET / STORIES ACTUAL ACTUAL ACTUAL ACTUAL ACTUAL FLOOD INSURANCE RISK MAP # FLOOD HAZARD ZONE CONDITIONAL USE (T.29 § 231) YES: NO OFF-STREET PARKING REQUIREMENT EXTERIOR WALL ASSEMBLY ROOF ASSEMBLY ROOF AREA 1ST FLOOR 2ND FLOOR TOTAL AREA CISTERN CAPACITY (T.29 § 308) ONE (1) LOADING SPACE IS REQUIRED PER 20,000 SF OF GROSS FLOOR AREA. OFF-STREET LOADING REQUIREMENT PROXIMITY OF PARKING SCREENING AND LANDSCAPING MINIMUM DISTANCE AND SETBACK BUMPER GUARDS REQUIRED PARKING AREA SURFACING LIGHTING REQUIREMENTS PARKING & LOADING REQUIRED (T.29 § 230) WOOD-FRAMED METAL-FRAMED OFF-STREET PARKING PROVIDED OFF-STREET LOADING PROVIDED BASEMENT NET FLOOR AREA (SQ. FT.) STRUCTURE MASONRY/CONCRETE STRUCTURAL STEEL YES: NO 2017 ICC A117.1 STANDARD FOR ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES NEW CONSTRUCTION OF FOUR-STORY OFFICE BUILDING ON PREVIOUSLY DISTURBED LAND. BUILDING TO BE A CONCRETE AND STEEL STRUCTURE, WITH IMPACT-RESISTANT GLAZING, MEMBRANE ROOF, AND THREE ELEVATORS. TENANT SPACE ON SECOND FLOOR FOR DOH MEDICAL CLINIC. BUILDING WILL BE EQUIPPED WITH TWO CHILLERS, ONE GENERATOR, A FIRE CISTERN TO SUPPORT THE SPRINKLER SYSTEM, AND ALL NEW UTILITIES. ALSO INCLUDED A CONCRETE PARKING DECK (ONE ELEVATED SLAB) AND ON-GRADE SURFACE PARKING. PROJECT DESCRIPTION FEDERAL ENVIRONMENTAL HISTORICAL PRESERVATION USVI DEPARTMENT OF PLANNING & NATURAL RESOURCES STORMWATER REGULATIONS PROJECT # FEMA PROJECT IDENTIFICATION P/W # TITLE 101918 1361 TMU2E18 - GM101918 - KNUD HANSEN BUILDING AND EQUIPMENT 1303 HOSPITAL GROUND ROAD STT HOSPITAL GROUND NO 780000 0028G X P PUBLIC CIVIC, OFFICE, TENANT (OUTPATIENT CLINIC) N/A N/A 6 N/A N/A 4 N/A CONCRETE WITH SYNTHETIC STUCCO (4) SPACES 10' L x 50' W x 15' H 282 YES ASPHALT 4' TALL WALL 10' ONSITE 1 SPACE PER 5 EMPLOYEES 287 EMPLOYEES = 58 SPACES POST-MOUNTED DOWN LIGHTS 115,268 GALLONS STEEL FRAME WITH CONCRETE DECK AND MEMBRANE ROOFING 25,615 SF N/A N/A N/A N/A N/A N/A N/A N/A N/A 3RD FLOOR 23,236 SF 22,908 SF 18,056 SF 12,297 SF 76,497 SF 1 SPACE PER 500 SF BUSINESS PATRONS = 78 SPACES lower main 2nd 3rd REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER G101 04/06/2026 JT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP CODE ANALYSIS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1" = 100'-0" G101 occupancy axon 3 No. Description Date FEC - FIRE EXTINGUISHER CABINET, SEMI-RECESSED LIFE SAFETY LEGEND REFER TO ELECTRICAL FOR COMPLETE LIST EXIT SIGN DOOR PROVIDED W/ PANIC HARDWARE OR PUSH/PULL P Max - EXIT CAPACITY OF DOOR Load - ANTICIPATED LOAD THROUGH DOOR CLEAR - CLEAR EXIT DOOR WIDTH (INCHES) DIAGONAL OF BUILDING OR AREA DISTANCE BETWEEN EXIT DOORS EGRESS TRAVEL PATH ASSEMBLY A-3 USE PARKING S-2 USE BUSINESS B USE NOT IN SCOPE EGRESS CLEAR (SPRINKLERED) Load 33.5" Max MIN. DIST. BETWEEN EXITS @ 1/3 MAX. DIAGONAL = (+/-) 53'-10" ACTUAL DIST. BETWEEN EXITS = 105'-2" DIAGONAL OF AREA SERVED BY EGRESS COMPONENTS = 161'-8" 11,935 SF BUSINESS (B) USE 30,430 SF PARKING (S-2) USE BELOW GRADE BELOW GRADE PROPERTY LINE STAIR 2 STAIR 3 STAIR 4 STAIR 5 PUBLIC RIGHT OF WAY FSD 8' - 5" TRAVEL DISTANCE 117' - 11" < 300' 80 OCCUPANTS 153 OCCUPANTS 173' - 1" 302' - 5" NEW ELECTRICAL TRANSFORMER OPEN PARKING DECK SPRINKLER PROTECTED 24,300 SF PROPERTY LINE BELOW GRADE 162 SF MECHANICAL 0101 219 SF WALK-INS 0112 100 SF APS CASE WORKER 0203 156 SF WORKSHOP 0105 101 SF TRANSPORT. DIRECTOR 0106 101 SF DIRECTOR 0107 82 SF TOOLS 0104 27 SF TOOLS 0103 58 SF MAINT. STAFF 0111E 178 SF ELECTRICAL / IT 0102 100 SF CUST. SUPPLY 0110 650 SF DRIVERS' LOUNGE 0109 100 SF NUTR. DIRECTOR 0207 101 SF HOME DIRECTOR 0208 100 SF FGRS DIRECTOR 0209 98 SF SCEP. DIRECTOR 0210 74 SF RECORDS 0201 96 SF SUPPLIES 0212 98 SF APS CASE WORKER 0223 98 SF APS CASE WORKER 0222 96 SF SNR NUTR. AIDE 0205 86 SF APS CASE WORKER 0204 98 SF APS CASE WORKER 0202 50 SF CUST. 0006 108 SF APS DIR. OFFICE 0224 123 SF I&R DIRECTOR 0218 162 SF I&R ID STAFF 0217 102 SF FCP CASE WORKER 0216 130 SF ASST. ADMIN 0214 180 SF ADMINISTRATOR 0215 222 SF CONF. ROOM 0009 119 SF ADMINISTRATOR 0503 104 SF SOCIAL WORKER 0502 188 SF BREAKROOM 0008 104 SF SOCIAL WORKER 0306 106 SF SOCIAL WORKER 0302 98 SF RECORDS 0505 111 SF SOCIAL WORKER 0302 101 SF SOCIAL WORKER 0309 101 SF SOCIAL WORKER 0308 133 SF DISTRICT MANAGER 0307 75 SF PUBLIC TOILET 0005 66 SF STAFF WC 0007 64 SF DETAINEE TOILET 0304A 79 SF HOLDING ROOM 0304 86 SF ADMIN. COOR. 0501 102 SF FCP ASST. DIRECTOR 0211 102 SF WAITING ROOM 0219 60 SF NUTR ADMIN ASST 0206 57 SF FGRS ADMIN. ASST 0213B 68 SF WORKROOM 0504 88 SF RECORDS 0305 63 SF PUBLIC TOILET 0004 61 SF STORAGE 0003 551 SF LOBBY 0001 1114 SF SCA CORRIDOR 0200 569 SF OPS CORRIDOR 0100 356 SF CORRIDOR 0300 144 SF RSICA CORRIDOR 0500 70 SF WORKROOM 0220 83 SF RECEPTION 0303 44 SF WORKROOM 0303A 80 SF WAITING 0301 588 SF DIPS CORRIDOR 0002 @ 150 GROSS SF PER OCCUPANT @ 200 GROSS SF PER OCCUPANT 109 SF CUSTODIAL OFFICE 0108 644 SF PUMP 0011 187 SF FIRE PUMP 0012 CHILLERS GENERATOR ABOVE 45 SF TLT 0109C 57 SF ELEVATOR CTRL E03A 35 SF ELEVATOR CTRL E01A # PARKING LOT: 153 OCCUPANTS TWO EXITS PROVIDED BUILDING: 80 OCCUPANTS FIVE EXITS PROVIDED MIN. DIST. BETWEEN EXITS @ 1/3 MAX. DIAGONAL = (+/-) 57'-7" ACTUAL DIST. BETWEEN EXITS = 172'-11" DIAGONAL OF AREA SERVED BY EGRESS COMPONENTS = 302'-5" TRAVEL DISTANCE 221' - 11" < 300' TRAVEL DISTANCE 175' - 5" < 300' TENANT, NIC 130 SF BUSINESS (B) USE 1 OCCUPANT ONE EXIT PROVIDED 24' - 10" NATURAL VENTILATION AREA: 199 SF 383 SF DOMESTIC CISTERN 0014 379 SF DOMESTIC CISTERN 0015 382 SF FIRE CISTERN 0013 22' - 8" DEPTH=15' CLEAR SPACE 1.5xD = MIN 22.5' 8'10" + 4'5" = 13'3" 13.25' x 15' = 199 SF REQUIRED AREA A = 0.04(LxW) A = 0.04(6130) A = 245 SF MIN ENCLOSED PARKING GARAGE SPRINKLER PROTECTED 6,130 SF 8'-10" 4'-5" 174' - 8" 17' - 4" 98' - 2" 204' - 8" 86' - 4" 75' - 8" 2-HR RATED FIRE BARRIER: STAIR 1: CIP CONCRETE, SEE SHT G201 2-HR RATED FIRE BARRIER: STAIR 1, ELEVATOR SHAFTS (3 PER) CIP CONCRETE, SEE G201 2-HR RATED FIRE BARRIER: STAIR 3: CIP CONCRETE, SEE G201 1-HR RATED FIRE BARRIER: FIRE PUMP (0012): C.I.P. CONCRETE, SEE SHT. G201 AND UL DES. U419, SHT. G202 EXIT DOOR 160 80 32" CLEAR ELEV ELEV ELEV EXIT DOOR 160 160 32" CLEAR (29) OCCUPANTS SERVED FROM MAIN LEVEL (131) OCCUPANTS SERVED FROM 2ND & 3RD FLOORS EXIT DOOR 160 15 32" CLEAR EXIT DOOR 160 151 32" CLEAR EXIT DOOR 160 18 32" CLEAR EXIT DOOR 160 11 32" CLEAR EXIT DOOR 160 18 32" CLEAR EXIT DOOR 160 18 32" CLEAR (151) OCCUPANTS SERVED FROM 2ND & 3RD FLOORS 3'-7" 5'-6" NORTH MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" FACADE: 1,755 SF OPENING: 795 SF 45% OPEN AREA MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" FACADE: 2,280 SF OPENING: 962 SF 42% OPEN AREA FACADE: 370 SF OPENING: 0 SF 0% OPEN AREA WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER G102 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP LIFE SAFETY PLAN - LOWER B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/16" = 1'-0" G102 LOWER FLOOR LIFE SAFETY PLAN B3 1/16" = 1'-0" G102 SOUTH FACADE OPENINGS C1 1/16" = 1'-0" G102 WEST FACADE OPENINGS B1 B B S-2 S-2 S-2 45% open area 84'-9" linear opening 42% open area 151'-6" linear opening 0% open area 0" linear opening 0% open area 0" linear opening 0% open area 0" linear opening 0% open area 0" linear opening 6% open area 13'-3" linear opening 15% open area 13'-3" linear opening 605' tier perimeter 249'-6" linear openings 41% perimeter opening No. Description Date MIN. DIST. BETWEEN EXITS @ 1/3 MAX. DIAGONAL = (+/-) 37'-3" ACTUAL DIST. BETWEEN EXITS = 63'-8" DIAGONAL OF AREA SERVED BY EGRESS COMPONENTS = 160'-6" MIN. DIST. BETWEEN EXITS @ 1/3 MAX. DIAGONAL = (+/-) 53'-6" ACTUAL DIST. BETWEEN EXITS = 117'-9" DIAGONAL OF AREA SERVED BY EGRESS COMPONENTS = 111'-7" TRAVEL DISTANCE 75' - 3" < 300' STAIR 2 STAIR 1 STAIR 3 STAIR 4 STAIR 5 ACCESS ROAD EXISTING BUILDING ON SAME LOT 250' - 11" DIAGONAL OF AREA SERVED BY EGRESS COMPONENTS = 250'-11" MIN. DIST. BETWEEN EXITS @ 1/2 MAX. DIAGONAL = (+/-) 125'-6" ACTUAL DIST. BETWEEN EXITS = 138'-0" 138' - 0" TRAVEL DISTANCE 194' - 3" < 300' FIRE SEPARATION DISTANCE LINE PROPERTY LINE 11' - 4" 11' - 4" 15,063 SF BUSINESS (B) USE 1,546 SF ASSEMBLY (A-3) ACCESSORY TO B USE 23,816 SF PARKING (S-2) USE 101 OCCUPANTS 119 OCCUPANTS 104 OCCUPANTS PROPERTY LINE OPEN PARKING DECK EXISTING BUILDING ON SAME LOT EXISTING BUILDING ON SAME LOT EXISTING BUILDING ON SAME LOT FIRE SEPARATION DISTANCE LINE 123 SF SECURITY OFFICE 1009 51 SF FLEX STATION 1010 219 SF MECHANICAL 1004 120 SF DIRECTOR SUPPORT 1406 104 SF ISSUANCE SUPER 1407 226 SF SYSTEMS ANALYSTS (3) 1408 109 SF ISSUANCE RECORDS 1403 117 SF CLAIMS RECORDS 1401 104 SF ELIG. SUPER 1505 112 SF ELIG. SUPER 1502 95 SF CC SUPER 1305 109 SF EE SUPER 1508 100 SF EE SUPER 1510 109 SF ELIG. SUPER 1507 70 SF MAP FILES 1506 70 SF DFA FILES 1504 71 SF ELIG. SPEC. 1503F 73 SF ELIG. SPEC. 1503E 70 SF ELIG. SPEC. 1503D 73 SF ELIG. SPEC. 1503C 71 SF ELIG. SPEC. 1503B 70 SF ELIG. SPEC. 1503A 72 SF ELIG. SPEC. 1501C 57 SF INFO CLERK 1501A 60 SF INFO CLERK 1501B 61 SF INFO CLERK 1501E 59 SF INFO CLERK 1501D 72 SF ELIG. SPEC. 1503L 72 SF ELIG. SPEC. 1503J 72 SF ELIG. SPEC. 1503G 71 SF ELIG. SPEC. 1503H 73 SF ELIG. SPEC. 1503I 77 SF EE CASE WORKER 1601H 73 SF EE CASE WORKER 1601G 77 SF EBT TECH 1404B 78 SF EBT TECH 1404A 145 SF CLAIMS TELLERS 1402 82 SF EBT TECH 1404D 75 SF EE CASE WORKER 1601F 76 SF EE CASE WORKER 1601I 79 SF EE CASE WORKER 1601J 69 SF EE CLERK 1601N 76 SF EE CASE WORKER 1601M 72 SF EE CASE WORKER 1601B 71 SF EE CASE WORKER 1601C 73 SF EE CASE WORKER 1601D 76 SF EE CASE WORKER 1601E 76 SF EE CASE WORKER 1601K 72 SF EE CASE WORKER 1601L 67 SF EE CLERK 1601A 79 SF WORKROOM 1308 48 SF ADMIN ASST 1306C 49 SF ADMIN ASST 1306B 48 SF CC ADMIN 1306A 53 SF DFA SUPPLIES 1511 77 SF CC CASE WRK 1301 62 SF SS ADMIN ASST 1404C 94 SF EE CASE WORKER 1509 235 SF CONFERENCE 1012 170 SF BREAKROOM 1013 51 SF LACTATION 1011 148 SF STAFF TOILETS (M) 1014 119 SF STAFF TOILETS (W) 1015 128 SF PUBLIC TOILETS (W) 1006 127 SF PUBLIC TOILETS (M) 1005 37 SF CUSTODIAL 1007 109 SF CLAIMS/ ISSUA. LOBBY 1023 428 SF DFA/MAP LOBBY 1020 160 SF TELECOM 1003 80 SF ELECTRICAL 1003A 117 SF RECEPTION 1002 77 SF CC CASE WRK 1303 135 SF DIRECTOR CERT. 1304 38 SF MAP SUPPLIES 1302 114 SF DIRECTOR 1212 309 SF KITCHEN 1205 102 SF PANTRY 1205A 91 SF TABLE STORAGE 1204 82 SF COMP. LAB 1203 103 SF RESTROOM (M) 1201 103 SF RESTROOM (W) 1202 101 SF TRANS. COOR. 1103 31 SF SUPPLIES 1107 100 SF COUNSELOR 1106 99 SF COUNSELOR 1105 151 SF ADMINISTRATOR 1108 149 SF DISTRICT MGR 1109 104 SF COUNSELOR 1110 109 SF COUNSELOR 1111 169 SF MULTIP. 1112 95 SF NURSE 1209 51 SF STORAGE 1210 73 SF AMBUL. WC 1113 75 SF FILES 1114 98 SF REHAB AID 1104A 97 SF O/B SPEC. 1104B 473 SF SHARED OFFICE (5) 1211 1664 SF CONGREGATE ROOM 1206 95 SF WAITING AREA 1101 36 SF EXEC ASST. 1102 24 SF SECURITY 1022 148 SF BREAKOUT 2 1207 150 SF BREAKOUT 1 1208 120 SF EXIT CORRIDOR 1019 EXISTING BUILDING ON SAME LOT @ 150 GROSS SF PER OCCUPANT @ 200 GROSS SF PER OCCUPANT @ 15 NET SF PER OCCUPANT 17' - 11" 208 SF ASSEMBLY (A-3) ACCESSORY TO B USE @ 5 NET SF PER OCCUPANT 42 OCCUPANTS 204' - 8" 115' - 10" 23' - 0" 102' - 4" 223' - 11" 17' - 11" 9' - 10" TRAVEL DISTANCE 60' - 5" < 300' TRAVEL DISTANCE 120' - 11" < 300' PARKING DECK: 119 OCCUPANTS TWO EXITS PROVIDED BUILDING: 247 OCCUPANTS SIX EXITS PROVIDED TENANT, NIC 296 SF BUSINESS (B) USE 2 OCCUPANTS ONE EXIT PROVIDED 1/8" / 12" 2-HR RATED FIRE BARRIER: STAIR 1: CIP CONCRETE, SEE SHT G201 EXIT CORRIDOR(1019): UL DES U419, SEE SHT G202 2-HR RATED FIRE BARRIER: STAIR 1, ELEVATOR SHAFTS (3 PER) CIP CONCRETE, SEE SHT G201 2-HR RATED FIRE BARRIER: STAIR 3: CIP CONCRETE, SEE SHT G201 117'-9" 224'-8 1/2" EXIT DOOR 160 40 32" CLEAR EXIT DOOR 160 7 32" CLEAR EXIT DOOR 160 99 32" CLEAR EXIT DOOR 320 42 64" CLEAR EXIT DOOR 320 92 64" CLEAR EXIT DOOR 320 52 64" CLEAR EXIT DOOR 160 52 32" CLEAR EXIT DOOR 160 14 32" CLEAR EXIT DOOR 160 151 32" CLEAR STAIR 3: (126) OCCUPANTS SERVED FROM 2ND & 3RD FLOORS (52) OCCUPANTS SERVED FROM A-3 CONGREGATE ROOM (1206) (151) OCCUPANTS SERVED FROM 2ND & 3RD FLOORS ELEV ELEV ELEV (99) OCCUPANTS SERVED FROM 2ND & 3RD FLOORS NORTH FEC - FIRE EXTINGUISHER CABINET, SEMI-RECESSED LIFE SAFETY LEGEND REFER TO ELECTRICAL FOR COMPLETE LIST EXIT SIGN DOOR PROVIDED W/ PANIC HARDWARE OR PUSH/PULL P Max - EXIT CAPACITY OF DOOR Load - ANTICIPATED LOAD THROUGH DOOR CLEAR - CLEAR EXIT DOOR WIDTH (INCHES) DIAGONAL OF BUILDING OR AREA DISTANCE BETWEEN EXIT DOORS EGRESS TRAVEL PATH ASSEMBLY A-3 USE PARKING S-2 USE BUSINESS B USE NOT IN SCOPE EGRESS CLEAR (SPRINKLERED) Load 33.5" Max WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. 1/16" = 1'-0" G103 MAIN FLOOR LIFE SAFETY PLAN B3 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER G103 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP LIFE SAFETY PLAN - MAIN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 No. Description Date MIN DIST BETWEEN EXITS @ 1/3 MAX DIAGONAL = (+/-) 56' ACTUAL DIST BETWEEN EXITS = 78'-11" MIN DIST BETWEEN EXITS @ 1/3 MAX DIAGONAL = (+/-) 51'-10". ACTUAL DIST BETWEEN EXITS = 110'-5" DIAGONAL OF AREA SERVED BY EGRESS COMPONENTS = 168'-0" DIAGONAL OF AREA SERVED BY EGRESS COMPONENTS = 155'-8' 21,515 SF BUSINESS (B) USE 1,175 SF ASSEMBLY (A-3) ACCESSORY TO B USE STAIR 2 STAIR 1 STAIR 3 145 OCCUPANTS 79 OCCUPANTS DIAGONAL OF AREA SERVED BY EGRESS COMPONENTS = 54'-0" MIN DIST BETWEEN EXITS @ 1/3 MAX DIAGONAL = (+/-) 18'. ACTUAL DIST BETWEEN EXITS = 35'-7" 224 TOTAL OCCUPANTS THREE EXITS PROVIDED 55 SF STRATEGIC ANALYST 3614 56 SF COMM. ASST. 3618A 34 SF SUPPLIES 3515 29 SF PRIVATE WC 3616B 29 SF PRIVATE WC 3613A 31 SF PRIVATE WC 3508A 662 SF LOBBY 3000 247 SF MIS CORRIDOR 3400 284 SF CORRIDOR 3000A 914 SF FISCAL CORRIDOR 3500 284 SF HR CORRIDOR 3300 564 SF OTC CORRIDOR 3600 1187 SF DFA/MAP CORRIDOR 3200 214 SF OPS CORRIDOR 3700 189 SF CORRIDOR 3100 116 SF FRAUD INVESTIG. 3224 192 SF CONFERENCE 3307 198 SF SERVER CENTER 3401 80 SF ACCT PAYABLE 3507 117 SF DISTRICT MGR 3223 94 SF MANAGEMENT EVAL 3222 130 SF ADMINISTRATOR 3221 115 SF DIRECTOR PR 3219 115 SF DIRECTOR TANF 3218 101 SF TRAINING OFFICER 3217 105 SF EMPLOYMENT TRAINING OFFICER 3226 102 SF EMPLOYMENT TRAINING OFFICER 3212 36 SF PREP STOR 3214A 112 SF (2) PREP 3214 181 SF (2) QC SUPER & REV. 3213 120 SF PI DIRECTOR 3211 80 SF QC REVIEWER 3209 80 SF PI ANALYST 3207 109 SF MAP DIRECTOR 3206 84 SF ASST. DIRECTOR 3205 76 SF PE SPEC. 3203 76 SF FRAUD INVESTIG. 3201 80 SF PE SPEC. 3202 80 SF MAP RECORDS 3229 97 SF FRAUD RECORDS 3228 103 SF EMPLOYMENT TRAINING OFFICER 3227 83 SF PE SPEC 3208 83 SF PE SPEC. 3204 49 SF DFA RECORDS 3220 260 SF JOBS LAB 3021 104 SF FRAUD INVESTIG. 3225 57 SF ADMIN ASST 3216F 80 SF FRONT END INVESTIG. 3216D 71 SF IT MANAGER 3210A 129 SF WAITING 3022 58 SF QC ADMIN ASST 3215A 60 SF OFFICE MANAGER 3215B 83 SF QC REVIEWER 3216B 68 SF EXEC ASST 3210B 53 SF SWITCH BOARD 3220B 192 SF DEPUTY COMMISSIONER 3308 80 SF GENERALIST 3309 82 SF GENERALIST 3305 120 SF LABOR RELATIONS 3310 82 SF RECORDS 3302 45 SF MAP STORAGE 3230 55 SF ADMIN ASST 3304B 54 SF HR ASST 3304A 28 SF WRKSTN 3301 46 SF COPY/PRINT 3303 58 SF EXEC. ASST 3304C 169 SF PREP AREA 3001C 1445 SF TRAINING ROOM 3001 113 SF FLEX STATIONS 3002 127 SF PUBLIC TOILETS (M) 3005 128 SF PUBLIC TOILETS (W) 3006 269 SF SHARED BREAKROOM 3010 66 SF LACTATION 3009 148 SF STAFF TOILETS (M) 3014 119 SF STAFF TOILETS (W) 3015 213 SF MECHANICAL 3004 37 SF CUSTODIAL 3007 108 SF ELECTRICAL/ TELECOM 3003 99 SF NETWORK MANAGER 3404 105 SF SYSTEMS MANAGER 3405 121 SF DIRECTOR 3406 59 SF SECURE STORAGE 3017 58 SF ADMIN ASST 3403A 55 SF SYSTEMS ANALYST 3403D 55 SF ANALYST 3403C 60 SF HELP DESK 3402A 60 SF HELP DESK 3402B 60 SF NETWORK ANALYST 3402C 31 SF SUPPLIES 3403B 253 SF COMP SETUP 3403 96 SF STX DC OFFICE 3105 80 SF CAPITAL PROJECTS 3106 81 SF ASST. DC 3104 50 SF STORAGE 3103 72 SF ADMIN ASST 3102 177 SF DEPUTY COMMISIONER 3101 179 SF CPO 3703 119 SF ASSET DIRECTOR 3702 44 SF ASSET STORAGE 3704 79 SF INVENTORY CLERK 3701E 52 SF MESSENGER 3701D 75 SF PROCUREMENT 3701B 75 SF PROCUREMENT 3701A 76 SF PROCUREMENT 3701C 149 SF CONTRACT ADMIN 3606 145 SF COMMS 3607 172 SF LEGAL COUNSEL 3608 55 SF RECEPTION 3502 177 SF CONFERENCE 3512 106 SF RECORDS 3513 100 SF PAYROLL SUPER 3503 98 SF DIRECTOR 3510 106 SF AUDIT DIRECTOR 3511 103 SF DIRECTOR 3509 216 SF CFO 3508 131 SF SPEC. ASST. 3506 128 SF AUDIT DIRECTOR 3505 41 SF UTILITY 3016 60 SF MAIL ROOM 3604 124 SF INTERNAL WORKROOM 3601 79 SF EXEC. PM 3610 52 SF ADA TOILET 3612 180 SF STX AC 3609 140 SF INTERNAL BREAKROOM 3611 233 SF STT/STJ AC 3613 280 SF CONFERENCE 3615 56 SF OFFICE ASST. 3618B 129 SF DIR. COMMUNITY ENGAGE. 3617 255 SF COMMISSIONER 3616 57 SF FED. FIN. ANALYST 3504G 68 SF FIN. ANALYST 3504C 45 SF FILES 3620 72 SF FED. GRANT COORD. 3504A 56 SF PAYROLL CLERK 3501E 59 SF AP SPECIALIST 3501B 30 SF COPY/ PRINT 3514 72 SF CONTROL AUDIT 3501G 67 SF RECEPTION 3602 @ 150 GROSS SF PER OCCUPANT @ 15 NET SF PER OCCUPANT TRAVEL DISTANCE 127' - 2" < 300' TRAVEL DISTANCE 91' - 0" < 300' TRAVEL DISTANCE 102' - 10" < 300' TRAVEL DISTANCE 110' - 7" < 300' EXIT DOOR 160 75 32" CLEAR EXIT DOOR 160 75 32" CLEAR EXIT DOOR 160 74 32" CLEAR ELEV ELEV DIAGONAL OF AREA SERVED BY EGRESS COMPONENTS = 184'-10" MIN. DIST. BETWEEN EXITS @ 1/3 MAX. DIAGONAL = (+/-) 61'-7" ACTUAL DIST. BETWEEN EXITS = 110'-6" 15,018 SF BUSINESS (B) USE STAIR 2 STAIR 1 STAIR 3 TRAVEL DISTANCE 115' - 11" < 300' 101 OCCUPANTS TENANT, NIC 7,695 SF BUSINESS (B) USE 118 SF HEALTH COORDINATOR 2102 80 SF HEAD START RECEPTION 2101 116 SF DISABILITY COORDINATOR 2103 115 SF MENTAL HEALTH COORDINATOR 2104 64 SF AIDE STATION 2108D 65 SF AIDE STATION 2108C 65 SF AIDE STATION 2108E 65 SF AIDE STATION 2108F 65 SF AIDE STATION 2108B 65 SF AIDE STATION 2108A 65 SF AIDE STATION 2108G 65 SF AIDE STATION 2108H 67 SF AIDE STATION 2108I 65 SF AIDE STATION 2108J 64 SF AIDE STATION 2108L 118 SF EDUCATION SUPERVISOR 2109 116 SF EDUCATION COORDINATOR 2111 159 SF RECORDS 2110 118 SF PARENT INVOLVEMENT COORDINATOR 2112 99 SF INFANTS & TODDLER SPECIALIST 2403 62 SF AIDE STATION 2105A 51 SF UTILITY 2106 30 SF SUPPLIES 2402 64 SF LICENSING 2408B 164 SF RECORDS 2404 64 SF LICENSING 2408A 56 SF CCR SPECIALIST 2406C 56 SF QUAL. SPECIALIST 2406D 120 SF DIRECTOR 2407 165 SF ADMINISTRATOR 2113 354 SF HEAD START EQUIPMENT STORAGE 2114 199 SF DONATION STORAGE 2310 101 SF STORAGE 2309 84 SF CASE WORKER FC 2308A 84 SF CASE WORKER FC 2308B 84 SF CASE WORKER PS 2308C 84 SF CASE WORKER PS 2308D 80 SF FAMILY SERVICE SPECIALIST PS 2301D 78 SF FAMILY SERVICE SPECIALIST PS 2301E 83 SF FAMILY SERVICE SPECIALIST FC 2301A 84 SF FAMILY SERVICE SPECIALIST FC 2301B 83 SF LICENSING 2301C 106 SF RECORDS 2302 209 SF VISITATION ROOM 2303 91 SF OFFICE MANAGER 2304 96 SF DISTRICT MANAGER PROTECTIVE SERVICES 2305 96 SF DISTRICT MANAGER FOSTER CARE 2306 71 SF AIDE STATION 2105F 65 SF AIDE STATION 2108K 62 SF AIDE STATION 2105C 62 SF AIDE STATION 2105B 62 SF AIDE STATION 2105D 127 SF PUBLIC TOILETS (M) 2005 128 SF PUBLIC TOILETS (W) 2006 37 SF CUSTODIAL 2004 119 SF STAFF TOILETS (W) 2012 148 SF STAFF TOILETS (M) 2011 434 SF CONFERENCE 2010 303 SF BREAKROOM 2009 70 SF LACTATION 2008 53 SF WORKROOM 2207 120 SF DISTRICT MANAGER 2206 147 SF ADMINISTRATOR 2205 210 SF FLEX WORKSTATIONS 2007 218 SF MECHANICAL 2003 109 SF TELE/ELEC 2002 104 SF WAITING ROOM 2201 95 SF RECORDS 2209 85 SF ADMIN. ASST. 2208 91 SF SOCIAL WORKER 2204B 102 SF INTERVIEW 2 2203 102 SF INTERVIEW 1 2202 383 SF HEAD START EQUIPMENT STORAGE 2115 145 SF ADMINISTRATOR 2307 246 SF RECORDS 2107 218 SF FAMILY WAITING 2001 34 SF STORAGE 2001A 580 SF DCFS CORRIDOR 2300 257 SF CORRIDOR 2000B 460 SF INTAKE CORRIDOR 2200 98 SF SOCIAL WORKER 2204A 91 SF SOCIAL WORKER 2204C 88 SF SOCIAL WORKER 2204D 40 SF WAITING AREA 2409 62 SF AIDE STATION 2105E 1038 SF HEAD START CORRIDOR 2100 56 SF CCR SPECIALIST 2406B 62 SF CCR SPECIALIST 2406A 112 SF ADMINISTRATOR 2405 51 SF OFFICE ASST. 2408D 63 SF PROC. COORD. 2408C 127 SF STORAGE 2401 @ 150 GROSS SF PER OCCUPANT 52 OCCUPANTS TWO EXITS PROVIDED 101 OCCUPANTS TWO EXITS PROVIDED TRAVEL DISTANCE 127' - 7" < 300' 2-HR RATED FIRE BARRIER: STAIR 1: CIP CONCRETE, SEE SHT G201 1-HR RATED FIRE BARRIER: TENANT SEPARATION EXIT DOOR 160 51 32" CLEAR EXIT DOOR 160 50 32" CLEAR EXIT DOOR 160 25 32" CLEAR ELEV ELEV ELEV 2-HR RATED FIRE BARRIER: STAIR 1, ELEVATOR SHAFTS (3 PER) CIP CONCRETE, SEE SHT G201 2-HR RATED FIRE BARRIER: STAIR 3: CIP CONCRETE, SEE SHT G201 670 SF LOBBY 2000 NORTH FEC - FIRE EXTINGUISHER CABINET, SEMI-RECESSED LIFE SAFETY LEGEND REFER TO ELECTRICAL FOR COMPLETE LIST EXIT SIGN DOOR PROVIDED W/ PANIC HARDWARE OR PUSH/PULL P Max - EXIT CAPACITY OF DOOR Load - ANTICIPATED LOAD THROUGH DOOR CLEAR - CLEAR EXIT DOOR WIDTH (INCHES) DIAGONAL OF BUILDING OR AREA DISTANCE BETWEEN EXIT DOORS EGRESS TRAVEL PATH ASSEMBLY A-3 USE PARKING S-2 USE BUSINESS B USE NOT IN SCOPE EGRESS CLEAR (SPRINKLERED) Load 33.5" Max WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER G104 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP LIFE SAFETY PLAN - UPPER B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/16" = 1'-0" G104 2ND FLOOR LIFE SAFETY PLAN B1 1/16" = 1'-0" G104 3RD FLOOR LIFE SAFETY PLAN B4 No. Description Date STRUCTURE ABOVE CEILING LINE FLOOR LINE METAL STUDS @ 16" O.C. REFER TO WALL TYPES BELOW FOR STUD SIZE STEEL TRACK, FASTENED INTO CONCRETE SLAB W/ POWDER ACTUATED FASTENER, SPACING AS DETERMINED BY LIGHT GAUGE STRUCTURAL ENGINEER FINISH FLOOR AND WALL BASE (BOTH SIDES) AS SCHEDULED 5/8" GWB (BOTH SIDES), BUILT TO UNDERSIDE OF STRUCTURE ABOVE. IN RATED ASSEMBLIES, SEAL ALL PENETRATIONS. SEE WALL TYPE DESCRIPTION FOR LAYER COUNT. PROVIDE CONTINUOUS SMOKE-TIGHT JOINT SYSTEM AT TOP AND BOTTOM OF WALL, BOTH SIDES. IN RATED ASSEMBLIES, PROVIDE FIRE-RATED MATERIALS PER UL. STENCIL ABOVE CEILING WITH 3" TALL RED LETTERS AT EACH WALL OR 15'-0" ON CENTER MAXIMUM. REFER TO WALL STENCILING GENERAL NOTE, THIS PAGE. DEFLECTION TRACK AT TOP OF STUD WALL, FASTENED INTO CONC SLAB OR DECK ABOVE W/ POWDER ACTUATED FASTENER, SPACING AS DETERMINED BY LIGHT GAUGE STRUCTURAL ENGINEER. (FULL CAVITY WIDTH) ACOUSTICAL BATT INSULATION, W/ GALV STEEL PINS SECURED TO INTERIOR FACE OF GYP BD. @ 16" O.C. VERT. & HORIZ., REFER TO WALL TYPES BELOW FOR ADDITIONAL INFORMATION FLOOR SYSTEM, REFER TO STRUCTURAL METAL STUDS @ 16" OC. PROVIDE 5/8" GYP BD ON EACH SIDE, SEE WALL TYPES TABLE BELOW FOR LAYER COUNT AND GYP TYPE. EXTEND TO UNDERSIDE OF DECK ABOVE AND SEAL. IN RATED ASSEMBLIES, PROVIDE FIRE-RATED MATERIALS PER UL. REFER TO WALL TYPES TABLE BELOW FOR STUD SIZE AND INSULATION INFORMATION. REFER TO WALL STENCILING GENERAL NOTES, THIS PAGE. DESCRIPTION REFER TO RCP FOR CLG. HGT. (REFER TO STRUCT. DWGS.) RATED AND/OR SMOKE-RESISTANT STRUCTURE ABOVE CEILING LINE FLOOR LINE METAL STUDS @ 16" O.C. REFER TO WALL TYPES BELOW FOR STUD SIZE FINISH FLOOR AND WALL BASE (ROOM SIDE ONLY). SEE A801 (1) LAYER 5/8" GWB ON FINISH SIDE ONLY FLOOR SYSTEM, REFER TO STRUCTURAL METAL STUDS @ 16" OC WITH (1) LAYER OF 5/8" GYP BD, ONE SIDE. SEE WALL TYPES TABLE BELOW FOR STUD SIZE AND ADDITIONAL INFORMATION. DESCRIPTION REFER TO RCP FOR CLG. HGT. SCHED. SEE (REFER TO STRUCT. DWGS.) COMMON PARTITIONS: FINISH ONE SIDE WHERE WALL EXTENDS TO JUST ABOVE CEILING, DIAGONALLY BRACE BACK TO STRUCTURE ABOVE @ 48" MAX, STAGGERED STEEL TRACK, FASTENED INTO CONCRETE SLAB W/ POWDER ACTUATED FASTENER, SPACING AS DETERMINED BY LIGHT GAUGE STRUCTURAL ENGINEER WHERE WALL EXTENDS TO UNDERSIDE OF STRUCTURE ABOVE, PROVIDE DEFLECTION TRACK AT TOP OF STUD WALL, FASTENED INTO STRUCTURE ABOVE W/ POWDER ACTUATED FASTENER, SPACING AS DETERMINED BY LIGHT GAUGE STRUCTURAL ENGINEER. PROVIDE INSULATION PER WALL TYPES TABLE BELOW. SEE CODE SHEET FOR REQUIRED R-VALUE WHERE APPLICABLE. STRUCTURE ABOVE CEILING LINE FLOOR LINE METAL STUDS @ 16" O.C. REFER TO WALL TYPES BELOW FOR STUD SIZE STEEL TRACK, FASTENED INTO CONCRETE SLAB W/ POWDER ACTUATED FASTENER, SPACING AS DETERMINED BY LIGHT GAUGE STRUCTURAL ENGINEER FINISH FLOOR AND WALL BASE (BOTH SIDES). SEE A801 (1) LAYER 5/8" GWB (BOTH SIDES) WHERE WALL EXTENDS TO UNDERSIDE OF STRUCTURE ABOVE, PROVIDE DEFLECTION TRACK AT TOP OF STUD WALL, FASTENED INTO STRUCTURE ABOVE W/ POWDER ACTUATED FASTENER, SPACING AS DETERMINED BY LIGHT GAUGE STRUCTURAL ENGINEER. PROVIDE INSULATION PER WALL TYPES TABLE BELOW. SEE CODE SHEET FOR REQUIRED R-VALUE WHERE APPLICABLE. FLOOR SYSTEM, REFER TO STRUCTURAL METAL STUDS @ 16" OC WITH (1) LAYER OF 5/8" GYP BD, EACH SIDE. SEE WALL TYPES TABLE BELOW FOR STUD SIZE AND ADDITIONAL INFORMATION. DESCRIPTION REFER TO RCP FOR CLG. HGT. (REFER TO STRUCT. DWGS.) COMMON PARTITIONS WHERE WALL EXTENDS TO JUST ABOVE CEILING, DIAGONALLY BRACE BACK TO STRUCTURE ABOVE @ 48" MAX, STAGGERED SCHED. SEE METAL STUDS @ 16" OC (1) LAYER OF 5/8" GYP BD ON OCCUPIED SIDE. EXTEND TO UNDERSIDE OF DECK ABOVE UNLESS NOTED OTHERWISE. REFER TO WALL TYPES TABLE BELOW FOR INSULATION INFORMATION. DESCRIPTION FURRING STRUCTURE ABOVE CEILING LINE FLOOR LINE STEEL TRACK, FASTENED INTO CONCRETE SLAB W/ POWDER ACTUATED FASTENER @ 16" O.C. WITHIN 6" OF ENDS / OPENINGS FINISH FLOOR AND WALL BASE (ROOM SIDE ONLY) AS SCHEDULED DEFLECTION TRACK AT TOP OF STUD WALL, FASTENED INTO CONC SLAB OR DECK ABOVE W/ POWDER ACTUATED FASTENER @ 16" O.C. & WITHIN 6" OF ENDS / OPENINGS FLOOR SYSTEM, REFER TO STRUCTURAL REFER TO RCP FOR CLG. HGT. SCHED. SEE (REFER TO STRUCT. DWGS.) WHERE GYP GOES TO DECK ABOVE, PROVIDE ACOUSTICAL SEALANT METAL FURRING, REFER TO WALL TYPES BELOW FOR SIZE AND ORIENTATION (1) LAYER 5/8" GWB OCCUPIED SIDE BUILT TO UNDERSIDE OF SLAB ABOVE. INSULATION WHERE CALLED FOR IN WALL TYPE DESCRIPTION ADJACENT CONSTRUCTION GENERAL PARTITION NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. AT NEW WALLS, PLAN DIMENSIONS ARE TO FACE OF CORE (STUD, CMU, CONCRETE, ETC). AT EXISTING WALLS, PLAN DIMENSIONS ARE TO FINISH FACE UNLESS SPECIFICALLY NOTED OTHERWISE. REFERENCE ALL FLOOR PLANS AND LIFE SAFETY PLANS FOR RATED WALL LOCATIONS AND RATINGS. AT ALL UL RATED WALLS THAT EXTEND TO THE STRUCTURE ABOVE, FILL VOIDS SOLID WITH MINERAL WOOL INSULATION WHERE WALL IS FRAMED AROUND BEAMS, BAR JOISTS, SLABS, AND ROOF DECK. MAINTAIN SCHEDULED SOUND RATING. AT ALL JOINTS AT TOP OF ALL FIRE RATED PARTITIONS: PROVIDE COMPLETE UL LISTED FIRE RESISTIVE JOINT SYSTEM TO MATCH FIRE RESISTANCE OF WALL ASSEMBLY THAT IS ALSO COMPATIBLE WITH JOINT SUBSTRATES. SUBMIT COMPLETE JOINT SYSTEM PRODUCT INFORMATION FOR ALL CONDITIONS. GYPSUM WALL BOARD LAYERS ON RATED WALLS SHALL BE CONTINUOUS THROUGH ALL INTERSECTIONS WITH NON-RATED WALLS. REFER TO FIRE WALL PRIORITY DIAGRAM. AT ALL SOUND RATED WALLS, PROVIDE FLEXIBLE SEALANT OR AN ACOUSTICAL GASKET BETWEEN THE STC RATED SYSTEM AND ALL DISSIMILAR SURFACES (E.G. PENETRATIONS) AND ALSO BETWEEN THE SYSTEM AND SIMILAR SURFACES WHERE PERIMETER RELIEF IS REQUIRED. ALL OPENINGS THROUGH THE SYSTEM, AND ITS ENTIRE PERIMETER, SHALL BE SEALED AIRTIGHT. TAPING GYPSUM BOARD WALL AND WALL-CEILING INTERSECTIONS PROVIDES AN ADEQUATE AIR SEAL AT THESE LOCATIONS. WHERE INDICATED BY WALL TYPE, SOUND ATTENUATION BLANKET SHALL RUN FULL HEIGHT OF PARTITION. SOUND ATTENUATION BATT SHALL BE MADE OF MINERAL WOOL OR OTHER UL APPROVED MATERIAL. PROVIDE TYPE X, MOLD AND MOISTURE RESISTANT GYPSUM BOARD IN ALL TOILET AND JANITOR ROOMS. PROVIDE CEMENT BOARD IN ALL WET SHOWER AREA WALLS WITH TILE FINISH. ANY PORTION OF GYPSUM BOARD THAT BECOMES WET OR SHOWS SIGNS OF MOISTURE DAMAGE, EITHER BEFORE OR AFTER INSTALLATION, IS TO BE REMOVED IMMEDIATELY AND REPLACED WITH NEW DRY GYPSUM BOARD. INTERIOR PARTITIONS MAY HAVE ADDITIONAL FINISHES, SUCH AS WALL TILES OR WOOD PANELING. SEE FINISH SCHEDULE AND DETAIL SHEETS FOR ADDITIONAL INFORMATION. GYPSUM BOARD ON WALLS SHALL BE APPLIED WITH A MINIMUM 1/4 ” GAP BETWEEN THE GYPSUM BOARD AND THE FLOOR AND SHALL NOT BE APPLIED OVER OTHER BUILDING MATERIALS WHERE CONDITIONS EXIST THAT ARE FAVORABLE TO MOLD GROWTH. GENERAL CONTRACTOR SHALL VERIFY SPACING AND GAUGE OF INTERIOR STUDS, LIMITING HEIGHTS AND ALLOWABLE DEFLECTION FOR SPECIFIC APPLICATIONS BASED ON MANUFACTURERS REQUIREMENTS. AT A MINIMUM STUDS SHALL BE 20 GAUGE OR GREATER. GENERAL CONTRACTOR SHALL COORDINATE ROOF DRAIN LEADER LOCATIONS WITHIN WALLS. GENERAL CONTRACTOR IS TO COORDINATE AND PROVIDE ALL REQUIRED BLOCKING WITHIN THE WALLS. THIS INCLUDES BUT IS NOT LIMITED TO, ALL MILLWORK, CASEWORK, GRAB BARS, WALL MOUNTED EQUIPMENT, TOILET ACCESSORIES, AND TOILET PARTITIONS. IT IS NOT THE INTENT OF THE DOCUMENTS TO IDENTIFY EACH INDIVIDUAL WALL WITH A WALL TAG. MINOR WALLS OR OTHER WALLS NOT TAGGED WILL BE OF THE SAME WALL TYPE AS ADJACENT WALLS. FIRE RESISTANT ASSEMBLIES AS WELL AS JOINTS AND PENETRATIONS SHALL BE CONSTRUCTED ACCORDING TO DETAILS PROVIDED BY APPROVED TESTING AGENCIES IN ACCORDANCE WITH TEST PROCEDURES ASTM E 119 OR UL 263. PROVIDE IMPACT RESISTANT GYPSUM BOARD UP TO 4'-0" IN ALL LOBBIES, CORRIDORS, & STAIRWELLS, AS APPLICABLE AND SCHEDULED. CONTROL JOINT NOTES 1. GYPSUM BOARD: PROVIDE CONTROL JOINTS AT SPACINGS NO GREATER THAN 20 ’-0” O.C., BUT NO LESS THAN 16 ’-0”. INSTALL CONTROL JOINTS ACCORDING TO ASTM C 840 AND IN SPECIFIC LOCATIONS APPROVED BY ARCHITECT FOR VISUAL EFFECT. PRIOR TO INSTALLATION, SUBMIT CONTROL JOINT LOCATION PLAN TO ARCHITECT FOR REVIEW. WALL STENCILING 1. 2. ICC CHAPTER 7: MARKING AND IDENTIFICATION. WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR- CEILING OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATION SHALL: BE LOCATED WITHIN 15 FEET (4572 MM) OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET (9144 MM) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION. INCLUDE LETTERING NOT LESS THAN 3 INCHES (76 MM) IN HEIGHT WITH A MINIMUM 3/8-INCH (9.5 MM) STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING, “FIRE AND/OR SMOKE BARRIER— PROTECT ALL OPENINGS,” OR OTHER WORDING. RATING STENCIL 1 HR ONE HOUR FIRE BARRIER 1 HR SMOKE ONE HOUR FIRE AND SMOKE BARRIER 2 HR TWO HOUR FIRE BARRIER 2 HR SMOKE TWO HOUR FIRE AND SMOKE BARRIER SMOKE SMOKE PARTITION CAST IN PLACE CONCRETE WALLS SHALL BE SITE CAST IN REMOVABLE FORM WORK CONFORMING TO SPECIFICATIONS AND DETAILS IN STRUCTURAL DRAWINGS.  REFER TO STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTS AND CONNECTIONS TO FLOOR AND ROOF SLABS AND RELATIONSHIP TO OTHER STRUCTURAL ASSEMBLIES.   REFER TO WALL TYPES TABLE BELOW FOR WALL THICKNESS AND FIRE RATING REQUIREMENTS. DESCRIPTION CAST IN PLACE WALLS STRUCTURE ABOVE CEILING LINE FLOOR LINE REINFORCED CAST IN PLACE CONCRETE WALL - SEE STRUCTURAL (REFER TO STRUCT. DWGS.) FLOOR SYSTEM, REFER TO STRUCTURAL FIRE RATED CAST IN PLACE CONCRETE WALL CONSTRUCTION PER 2024 IBC (722.2.1.1) AS REQUIRED AT STAIR 1, STAIR 2, STAIR 3, AND ELEVATOR SHAFTS (3 PER) CONSTRUCTION HW-D-1078, AT FIRE RATED CAST IN PLACE CONCRETE WALLS ONLY, SEE UL SHEET G203 VARIES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER G201 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP WALL & PARTITION TYPES B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 TAG STUD HEIGHT INSULATION TYPE COMMENTS M01 3-5/8" CLG +6" - M02 3-5/8" TO DECK - M03 3-5/8" CLG +6" SOUND BATT M04 3-5/8" TO DECK SOUND BATT M41 6" CLG +6" - M43 6" CLG +6" SOUND BATT M44 3-5/8" TO DECK SOUND BATT TAG STUD HEIGHT INSULATION TYPE COMMENTS M21 3-5/8" CLG +6" - M22 3-5/8" TO DECK - M62 6" TO DECK - TAG STUD UL # RATING INSULATION TYPE COMMENTS M47 6" U419 1 HR SOUND BATT (1) LAYER TYPE 'X' GYP EACH SIDE. M49 6" U419 2 HR SOUND BATT (2) LAYERS TYPE 'X' GYP EACH SIDE. TAG STUD / CHANNEL HEIGHT INSULATION TYPE COMMENTS F01 1/2" RESILIENT CHANNEL CLG +6" - RUN CHANNELS HORIZONTALLY, TYP. F12 1-5/8" METAL STUD (SQUARE) CLG +6" - F13 2-1/2" METAL STUD CLG +6" - F24 2-1/2" METAL STUD TO DECK R-5.7 MIN No. Description Date TAG STUD U L # FIRE RATING TYPE COMMENTS C11 6" - - C13 6" - 1HR C21 8" - - C41 12" - - C43 12" - 1HR C45 10" -- 2HR 1. Floor and Ceiling Runners — (Not Shown) — For use with Item 2 — Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 1A. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2B, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™ Track CRACO MFG INC — SmartTrack25™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ Track FUSION BUILDING PRODUCTS — Viper25™ Track IMPERIAL MANUFACTURING GROUP INC — Viper25™ Track 1B. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2C, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™ Track MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track FUSION BUILDING PRODUCTS — Viper20™ Track IMPERIAL MANUFACTURING GROUP INC — Viper20™ Track 1C. Framing Members* — Floor and Ceiling Runners — (Not Shown) — In lieu of Item 1 — Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 1D. Floor and Ceiling Runners — (Not Shown) — For use with Item 2A — Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. 1E. Framing Members* — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For use with Items 2E, 5F or 5G or 5I only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA METAL FRAMING — ProTRAK RAM SALES L L C — Ram ProTRAK STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProTRAK 1F. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2F, proprietary channel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in. long legs fabricated from min 0.015 in. (min bare metal thickness) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. SUPER STUD BUILDING PRODUCTS — The Edge 1G. Framing Members* — Floor and Ceiling Runner — For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size attached to floor and ceiling with fasteners 24 in. OC max. STUDCO BUILDING SYSTEMS — CROCSTUD Track 1H. Floor and Ceiling Runners — (Not Shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.018 in. galv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track VT100 FUSION BUILDING PRODUCTS — Viper20™ Track VT100 IMPERIAL MANUFACTURING GROUP INC — Viper20™ Track VT100 1I. Framing Members* — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For use with Items 2H, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. TELLING INDUSTRIES L L C — TRUE-TRACK™ 1J. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2I, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. TELLING INDUSTRIES L L C — Viper25™ Track 1K. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2J, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C — Viper20™ Track 1L. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2N, proprietary channel shaped runners, 1-1/4 in. wide by min. 3-1/2 in. deep fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. STEEL INVESTMENT GROUP L L C — AlphaTRAK 1M. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item 1 — For use with Item 2O, proprietary channel shaped runners, min width to accommodate stud size, galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. RONDO BUILDING SERVICES PTY LTD — Rondo Wall Track 1N. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item 1 — For use with Item 2P, proprietary channel shaped runners, min width to accommodate stud size, galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 2D. Framing Members* — Steel Studs — In lieu of Item 2 — Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 2E. Framing Members* — Steel Studs — (Not Shown, As an alternate to Item 2) — For use with Items 5F or 5G or 5I or 5K only, channel shaped studs, min depth as indicated under Item 5F, 5G or 5I, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD MBA METAL FRAMING — ProSTUD RAM SALES L L C — Ram ProSTUD STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProSTUD 2F. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-1/4 in. deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in. less in lengths than assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 2G. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped studs, minimum width indicated under Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height. STUDCO BUILDING SYSTEMS — CROCSTUD 2H. Framing Members* — Steel Studs — (Not Shown, As an alternate to Item 2) — Fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. TELLING INDUSTRIES L L C — TRUE-STUD™ 2I. Framing Members* — Steel Studs — (As an alternate to Item 2, For use with Items 5C or 5L or 5K) — Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. TELLING INDUSTRIES L L C — Viper25™ 2J. Framing Members* — Metal Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights TELLING INDUSTRIES L L C — Viper20™ 2K. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. EB METAL INC — NITROSTUD 2L. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. OLMAR SUPPLY INC — PRIMESTUD 2M. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. MARINO/WARE, DIV OF WARE INDUSTRIES INC — StudRite™ 2N. Framing Members*— Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min depth 3-1/2 in. and as indicated under Item 5, spaced a max of 24 in. OC, fabricated from min 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in length than assembly height. STEEL INVESTMENT GROUP L L C — AlphaSTUD 2O. Framing Members* — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min width as indicated under Item 5, galv steel. Studs to be cut 3/8 to 3/4 in. less in lengths than assembly height. Spaced 24 in. OC max. RONDO BUILDING SERVICES PTY LTD — Rondo Lipped Wall Stud 2P. Framing Members* — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min width as indicated under Item 5, min 25 MSG galv steel. Studs to be cut 3/8 to 3/4 in. less in lengths than assembly height. Spaced 24 in. OC max. OEG BUILDING MATERIALS — OEG Stud 2Q. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1O, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max of 24 in. OC, fabricated from min 25 MSG (0.018 in. min. bare metal thickness). Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SGX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR; 3/4 in. thick Types IP-X3 or ULTRACODE USG BORAL DRYWALL SFZ LLC — 1/2 in. Type C; 5/8 in. Types C, SCX, SGX, ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6. 5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6. CGC INC — Type SHX. UNITED STATES GYPSUM CO — Type FRX-G, SHX. USG MEXICO S A DE C V — Type SHX. 5B. Gypsum Board* — (Not Shown) — As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or 3/4 in. thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) — Nom 5/8 in. or 3/4 in. may be used as alternate to all 5/8 in. or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2A with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 11) or Lead Discs or Tabs (see Item 12). RAY-BAR ENGINEERING CORP — Type RB-LBG 5C. Gypsum Board* — (For Use With Item 2B) — Rating Limited to 1 Hour. 5/8 in. thick, 48 in. wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CGC INC — Type SCX. UNITED STATES GYPSUM CO — Type SCX, SGX. USG BORAL DRYWALL SFZ LLC — Type SCX USG MEXICO S A DE C V — Type SCX 5D. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 48 in. wide, applied vertically or horizontally. Secured as described in Item 6. For use with Items 1 and 2 only. CGC INC — Type USGX UNITED STATES GYPSUM CO — Type USGX USG BORAL DRYWALL SFZ LLC — Type USGX USG MEXICO S A DE C V — Type USGX 5E. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco 5F. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E and 2E and limited to 1 Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX USG BORAL DRYWALL SFZ LLC — 5/8 in. thick Type SCX, SGX CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR;, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type SCX, SGX, SHX, IP-X1, AR, C, , FRX-G, IP-AR, IP-X2, IPC-AR, ULIX; 3/4 in. thick Types IP-X3 or ULTRACODE USG BORAL DRYWALL SFZ LLC — 1/2 in. Type C; 5/8 in. Types C, SCX, SGX, ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE 5H. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) - Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item 11A) or Lead Discs (see Item 12A). MAYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum 5I. Gypsum Board* — (As an alternate to Item 5) — Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 5. Steel stud minimum depth shall be as indicated in Item 5. CGC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX USG MEXICO S A DE C V — Type ULX 5J. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 5K. Gypsum Board* — (Not Shown) — (As an alternate to Item 5) — Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) need not be staggered. The number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: UNITED STATES GYPSUM CO — 5/8 in. thick Type ULIX 6. Fasteners — (Not Shown) — For use with Items 2 and 2F - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer.Threelayer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 7. Furring Channels — (Optional, Not Shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 5A. 7A. Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. RSIC-V and RSIC-V (2.75) clips secured to studs with No. 8 x 9/16 in. minimum self-drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. RSIC-1 and RSIC-V clips for use with 2- 9/16 in. wide furring channels. RSIC-1 (2.75) and RSIC-V (2.75) clips for use with 2-23/32 in. wide furring channels. a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 7Ca) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum selfdrilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC — Type GENIECLIP 7D. Steel Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire.. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 7Da) to studs. Clips spaced 48 in. OC., and secured to studs with 2 in. coarse drywall screw with 1 in. diam washer through the center hole. Furring channels are friction fitted into clips STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237 or A237R 7E. Steel Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item 7Eb. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire.. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Ea) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. REGUPOL AMERICA — Type SonusClip 7F. Steel Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — Resilient channels and Steel Framing Members as described below: a. Resilient Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC, and perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured in place with two No. 8 15 x 1/2 in. Philips Modified Truss screws spaced 2-1/2 in. from the center of the overlap. Gypsum board attached to resilient channels as described in Item 5. b. Steel Framing Members* — Used to attach resilient channels (Item 7Fa) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Resilient channels are secured to clips with one No. 10 x 1/2 in. pan-head self-drilling screw. KEENE BUILDING PRODUCTS CO INC — Type RC+ Assurance Clip 8. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Brick or Stucco — (Optional, Not Shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Sealants* — (Optional, Not Shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS 11. Lead Batten Strips — (Not Shown, For Use With Item 5B) — Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind vertical joints. 11A. Lead Batten Strips — (Not Shown, For Use With Item 5H) — Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. 12. Lead Discs or Tabs — (Not Shown, For Use With Item 5B) — Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5B) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 12A. Lead Discs — (Not Shown, for use with Item 5H) — Max 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D". 13. Lead Batten Strips — (Not Shown, For Use With Item 5E) — Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5E) and optional at remaining stud locations. 14. Lead Tabs — (Not Shown, For Use With Item 5E) — 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction-fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 5E) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. OEG BUILDING MATERIALS — OEG Track 1O. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2Q, proprietary channel shaped runners, min width to accommodate stud size, fabricated from min. 25 MSG (0.018 in. min. bare metal thickness), attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X Track 2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A. Steel Studs — (As an alternate to Item 2, For use with Items 5B, 5E, 5H, 5J and 5K) — Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 2B. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Items 5C, 5I or 5K) — Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™ CRACO MFG INC — SmartStud25™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ FUSION BUILDING PRODUCTS — Viper25™ IMPERIAL MANUFACTURING GROUP INC — Viper25™ 2C. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ FUSION BUILDING PRODUCTS — Viper20™ IMPERIAL MANUFACTURING GROUP INC — Viper20™ CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only) — (Not Shown) — 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC PS1 or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat-head self-drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, gypsum panels attached over OSB or plywood panels and fastener lengths for gypsum panels increased by min. 1/2 in. 4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets* — (Optional) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4B. Batts and Blankets* — For use with Item 5K. Placed in stud cavities, any min. 3-1/2 in. thick glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4C. Fiber, Sprayed* — (Optional) and as an alternate to Batts and Blankets (Item 4B) where insulation is required - Spray applied granulated mineral fiber material. The fiber is applied with adhesive at a minimum density of 4.0 pcf to completely fill the wall cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). AMERICAN ROCKWOOL MANUFACTURING, LLC — Type Rockwool Premium Plus 5. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: 1 3-1/2 1 layer, 5/8 in. thick Optional 1 2-1/2 1 layer, 1/2 in. thick 1-1/2 in. 1 1-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 2 3-1/2 1 layer, 3/4 in. thick 3 in. 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 2 layers, 3/4 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional 4 2-1/2 2 layers, 3/4 in. thick 2 in. Rating, Hr Min Stud Depth, in. Items 2, 2C, 2D, 2F, 2G, 2O No. of Layers & Thkns of Panel Min Thkns of Insulation (Item 4) 5G. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E and 2E only, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table below and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows: 1 3-5/8 1 layer, 5/8 in. thick 3-1/2 in. 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional Rating, Hr Min Stud Depth, in. Items 2, through 2O No. of Layers & Thkns of Panel Min Thkns of Insulation (Item 4B) Gypsum Board Protection on Each Side of Wall 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional Rating, Hr Min Stud Depth, in. Item 2E No. of Layers & Thkns of Panel Min Thkns of Insulation (Item 4) Gypsum Board Protection on Each Side of Wall Design No. U419 BXUV.U419 Fire-resistance Ratings - ANSI/UL 263 BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada July 12, 2018 Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr (See Items 4 & 5 through 5K) * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 8 4A 5 4 2 5 5 4 5 4A Aa 7Ab 5 2 5 Aa 7Ab 5 PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75). 7B. Framing Members* — (Optional, Not Shown) — As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 7Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax 7C. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UL, ©2019 UL LLC * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. © 2018 UL LLC REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER G202 04/06/2026 JLT SRL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP UL DETAILS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 No. Description Date TOP OF WALL JOINT: GYPSUM SHAFT WALL ASSEMBLY ASSEMBLY RATING - 2-HR CLASS II MOVEMENT CAPABILITIES - 8% COMPRESSION OR EXTENSION L-RATING AT AMBIENT - LESS THAN 1 CFM/LIN. FT. L-RATING AT 400DEGREES - LESS THAN 1 CFM/LIN. FT. 1 UL/cUL SYSTEM NO. HW-D-0342 3 2 FRONT VIEW SECTION A-A A A 1. 2. 3. LIGHTWEIGHT OR NOMINAL CONCRETE FLOOR (MIN. 4-1/2" THICK) (2-HR FIRE RATING) GYPSUM SHAFT WALL ASSEMBLY (UL/cUL U400 OR V400 SERIES) (2-HR FIRE RATING)TO INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. "J" SHAPED CEILING RUNNER, MINIMUM 2-1/2" WIDE WITH LEGS OF 1-1/4" AND 2" (MINIMUM 24 GA.) FASTENED TO UNDERSIDE OF CONCRETE FLOOR WITH STEEL FASTENERS AT LOCATIONS NOT GREATER THAN 2" FROM ENDS AND MAXIMUM 24" O.C. B. "C-H" SHAPED STUDS (MINIMUM 2-1/2" WIDE, MINIMUM 25 GA.) CUT 3/8" TO 1/2" LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN CEILING RUNNER WITHOUT ATTACHMENT. C. NOMINAL 1" THICK GYPSUM LINER PANEL. TYPE AND SHEET ORIENTATION AS SPECIFIED IN THE INDIVIDUAL UL DESIGN. D. NOMINAL 1/2" OR 5/8" THICK GYPSUM WALLBOARD. TYPE, NUMBER OF LAYERS AND SHEET ORIENTATION AS SPECIFIED IN INDIVIDUAL UL DESIGN. MINIMUM 1" DEPTH HILTI CP 606 FLEXIBLE FIRESTOP SEALANT OR HILTI CFS-S SIL GG FIRESTOP SILICONE SEALANT. NOTE: 1. AS AN ALTERNATE TO CEILING RUNNER IN ITEM 2, CEILING RUNNERS, MANUFACTURED BY BRADY CONSTRUCTION INNOVATIONS, INC., DBA SLIPTRACK SYSTEMS, CEMCO, OR THE STEEL NETWORK, INC., MAY BE USED. CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR INSTALLATION INSTRUCTIONS. 2. AS AN OPTION, THE STEEL STUDS MAY BE INCORPORATE VERTICAL DEFLECTION CLIPS (SLD 150, MANUFACTURED BY STEEL NETWORK, INC.) FOR ATTACHMENT TO CEILING RUNNERS. CONSULT THE UL FIRE RESISTANCE DIRECTOR FOR INSTALLATION INSTRUCTIONS. TOP OF WALL JOINT: CONCRETE WALL ASSEMBLY ASSEMBLY RATING - 2-HR CLASS II MOVEMENT CAPABILITIES - 17% COMPRESSION OR EXTENSION L-RATING AT AMBIENT - LESS THAN 1 CFM/LIN. FT. L-RATING AT 400DEGREES - LESS THAN 1 CFM/LIN. FT. CROSS SECTION VIEW 1 4 3 2 1. 2. 3. 4. LIGHTWEIGHT OR NOMINAL CONCRETE FLOOR (MIN. 4-1/2" THICK) (2-HR RATED) CONCRETE WALL ASSEMBLY LIGHTWEIGHT OR NOMINAL CONCRETE WALL (MIN. 4-1/2" THICK) (2-HR RATED) MINIMUM 4" THICKNESS MINERAL WOOL (MIN. 4 PCF DENSITY) COMPRESSED 40% MINIMUM 1/4" DEPTH HILTI CP 606 FLEXIBLE FIRESTOP SEALANT NOTE: MAXIMUM WIDTH OF JOINT = 3" UL/cUL SYSTEM NO. HW-D-1078 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER G203 04/06/2026 JLT SRL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP UL DETAILS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 No. Description Date REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date KNUD HANSEN COMPLEX CIVIL 30% CONSTRUCTION DOCUMENTS PREPARED FOR: SPRINGLINE ARCHITECTS 9713 ESTATE THOMAS, BUILDING 1, SUITE 200 ST. THOMAS, USVI 00802 Civil Engineer Harris Civil Engineers, LLC. Neil Wolfe, P.E., Team Leader 1200 Hillcrest Street, Suite 200 Orlando, FL 32803 Office: 407.629.4777 Surveyor The Green Piece Jeffrey L. Bateman, P.E., P.L.S. 5001-12 Chandler's Wharf, Christiansted St. Croix, USVI 00820 Office: 340.778.7474 Property Owner Government of the United States Virgin Islands Government House St. Thomas Honorable Albert Bryan, Jr., Governor Honorable Tregenza A. Roach, Esq. Lt. Governor 5047 (21-22) Kongens Gade St. Thmoas, USVI 00802-6487 Office: 340.774.0001 Mechanical Engineer TLC Engineering Solutions Jim C. Mullen, P.E., LEED AP, Principal 7370 Cabot Ct., Suite 103 Melbourne, FL 32940 Office: 321.636.0274 Architect Springline Architects, LLC. Jerry Traino, AIA, Principal Gilbert Laban, RA, Principal 9713 Estate Thomas, Bld 1, Suite 200 St. Thomas, USVI 00802 Office: 340.777.2345 Structural Engineer TLC Engineering Solutions Joel Figeroa-Vallines, P.E. 7370 Cabot Court, Suite 103 Melbourne, FL 32940 Office: 321.636.0247 Electrical Engineer TLC Engineering Solutions Stephen Cotton, P.E. 7370 Cabot Ct., Suite 103 Melbourne, FL 32940 Office: 321.636.0274 Plumbing Engineer TLC Engineering Solutions 7370 Cabot Ct., Suite 103 Melbourne, FL 32940 Office: 321.636.0274 C0.00 CIVIL COVER SHEET Geotechnical Engineer Jaca & Sierra, PSC Romel Cintrón Aponte, MSCE, PE PO Box 363116 San Juan, PR 00936 Office: 787.761.2570 Government Office of Disaster Recovery V.I. Public Finance Authority Adrienne L. Williams-Octalien, Director 1000 King Street, Suite No. 6 Christiansted, St. Croix USVI 00820-4905 Office: 340.774.8135 Project Team Government Department of Public Works Derek Gabriel, Commissioner Jermaine McCleane, RA, District Engineering 8244 Subbase St. Thomas USVI 00802-4844 Office: 340.776.4844 PREPARED BY: 1200 HILLCREST STREET SUITE 200 ORLANDO, FLORIDA 32803 PHONE: (407) 629-4777 FAX: (407) 629-7888 WWW.HARRISCIVILENGINEERS.COM EB 9814 Government Department of Health Justa E. Encarnacion, Commissioner Reuben Mollou, Assistant Commissioner 4006 Estate Diamond Christiansted, St. Croix, VI 00820 Office: 340.774.0001 Government Department of Human Services Averil George, Commissioner Sean Georges, Commisioner 3012 Golden Rock Christiansted, St. Croix, VI 00820 Office: 340.774.0930 Construction Manager Suffolk Construction Mark Breor, COO 2 Biscayne Blvd #2000, Miami, FL 33131 Office: 803.617.9818 C0.01 GENERAL NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date · · EXISTING CONDITIONS SURVEY C0.02 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date DEMOLITION PLAN C0.90 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date SITE PLAN C1.00 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date SITE PLAN - LOWER C1.01 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date SITE PLAN GRADING PLAN C2.00 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date GRADING PLAN - LOWER C2.01 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date DRAINAGE PLAN C2.10 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date DRAINAGE PLAN - LOWER C2.11 DN DN DN DN DN REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date UTILITY PLAN C3.00 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date C4.00 DETAILS ℄ REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date C4.01 DETAILS PLAN VIEW ISOMETRIC VIEW Ramp 1:12 0.02 0.02 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date C4.02 DETAILS NOTES: 1. INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. TYPE A BEDDING MATERIAL SHALL CONFORM TO FDOT NO. 57 AGGREGATE. 4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER UP TO 12" AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. 9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. NOTES: 1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES. 4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. HORIZONTAL SEPARATION REQUIREMENTS (NOTES 1 & 2) PROPOSED UTILITY POTABLE WATER RECLAIMED WATER MAIN WASTEWATER FORCEMAIN SANITARY SEWER STORM SEWER STRUCTURAL FOUNDATION, WALLS, ETC. (SEE NOTE 4) 4"-12" 16"-UP 4"-12" 16"-UP 4"-12" 16"-UP ALL SIZES ALL SIZES ALL SIZES POTABLE WATER 4"-12" 3' 5' 3' 5' 6' 6' 6' 3' 10' 16"-UP 5' 5' 5' 5' 6' 6' 6' 5' 15' RECLAIMED WATER MAIN 4"-12" 3' 5' 3' 5' 3' 5' 3' 3' 10' 16"-UP 5' 5' 5' 5' 5' 5' 5' 5' 15' WASTEWATER FORCEMAIN 4"-12" 6' 6' 3' 5' 3' 5' 3' 3' 10' 16"-UP 6' 6' 5' 5' 5' 5' 5' 5' 15' SANITARY SEWER ALL SIZES 6' 6' 3' 5' 3' 5' 3' 5' VARIES PER DEPTH NOTES: 1. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 2. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. FOR PIPES INSTALLED AT GREATER DEPTHS THAN THE MINIMUM DESIGN STANDARDS, PROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH. 3. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURE. 4. ADDITIONAL SEPARATION SHALL BE REQUIRED BY UTILITIES FOR CONSTRUCTION OF, INCLUDING, BUT NOT LIMITED TO: LIVE LOADS, MULTI-STORY COMMERCIAL BUILDINGS, SUPERSTRUCTURES, EMBANKMENTS, RETAINING WALLS, BRIDGES, RAILROADS, HIGH VOLTAGE TRANSMISSION MAINS, GAS MAINS, ETC. VERTICAL SEPARATION REQUIREMENTS (NOTES 1 & 2) PROPOSED UTILITY POTABLE WATER RECLAIMED WATER MAIN WASTEWATER FORCEMAIN SANITARY SEWER STORM SEWER (NOTE 3) POTABLE WATER 12" 12" 12" / 18" 12" / 18" 12" / 18" RECLAIMED WATER MAIN 12" 12" 12" 12" 12" / 18" WASTEWATER FORCEMAIN 12" 12" 12" 12" 12" / 18" SANITARY SEWER 12" / 18" 12" 12" 12" 12" / 18" NOTES: 1. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 2. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. 3. THE 18-IN SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE OR SANITARY SEWER CROSSES ABOVE THE UTILITY MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUAL TO OR GREATER THAN 24-IN. OTHERWISE, THE REQUIRED SEPARATION IS 12-IN. 4. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURE. 5. JOINT SPACING AT CROSSING SHALL COMPLY WITH THE MINIMUM FDEP SEPARATION REQUIREMENTS OUTLINED IN 62-555.314, F.A.C. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date C4.03 DETAILS REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date C4.04 DETAILS NOTE: 1. LOCKING LIDS ARE REQUIRED ON ALL VALVE BOXES. TYPICAL LOCKING BOLT REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date C4.05 DETAILS REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date C4.06 DETAILS REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date C4.07 DETAILS REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date C4.08 DETAILS REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date C4.09 DETAILS REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date FIRE TRUCK ACCESS PLAN EXH-1 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER 04/06/2026 04.03.2026 NDW CT 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN COMPLEX 30% CONSTRUCTION DRAWINGS 470-23-49 010-9-101918 No. Description Date GARBAGE TRUCK ACCESS PLAN EXH-2 ABBREV ABBREVIATION ACI AMERICAN CONCRETE INSTITUTE ADD ADDITIVE ADDL ADDITIONAL AFF ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE ALT ALTERNATE/ALTERNATIVE ALUM ALUMINUM ARCH ARCHITECTURE/ARCHITECTURAL ASTM AMERICAN SOCIETY OF TESTING MATERIALS AWS AMERICAN WELDING SOCIETY B/ BOTTOM OF BCX BOTTOM CHORD EXTENSION BLDG BUILDING BLK BLOCK BM BEAM BOT BOTTOM BP BASE PLATE/BEARING PLATE BRG BEARING BTWN BETWEEN C CHANNEL CB CONCRETE BEAM CC CONCRETE COLUMN CF CUBIC FEET (FOOT) CIP CAST IN PLACE CJ CONTROL JOINT CL CENTERLINE CLR CLEAR/CLEARANCE CM CONCRETE MASONRY CMU CONCRETE MASONRY UNIT CO COMPANY COL COLUMN CONC CONCRETE CONT CONTINUOUS CONN CONNECTION CONST CONSTRUCTION COORD COORDINATE CSJ CONSTRUCTION JOINT CTR CENTER CTRD CENTERED CY CUBIC YARD DEPT DEPARTMENT DET DETAIL DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIST DISTANCE DL DEAD LOAD DN DOWN DWG DRAWING (E) EXISTING EA EACH EE EACH END EF EACH FACE EHPA EMERGENCY HURRICANE PROTECTION AREA EJ EXPANSION JOINT ELEC ELECTRIC/ELECTRICAL EL, ELEV ELEVATION ENGR ENGINEER EOD EDGE OF DECK EOR ENGINEER OF RECORD EQ SP EQUAL SPACED ES EACH SIDE EW EACH WAY EXIST EXISTING EXP EXPANSION EXT EXTERIOR F FOUNDATION FD FLOOR DRAIN FDN FOUNDATION FF FINISHED FLOOR FIN FINISH FIN GR FINISH GRADE FLR FLOOR FS FAR SIDE FT FEET/FOOT FTG FOOTING GA GAGE/GAUGE GALV GALVANIZED GB GRADE BEAM GC GENERAL CONTRACTOR GEN GENERAL GL GRID LINE GS GALVANIZED STEEL HD HOT DIPPED HDG HOT DIPPED GALVANIZED HORIZ HORIZONTAL HSA HEADED STUD ANCHOR HSS HOLLOW STRUCTURAL SECTION HT HEIGHT I MOMENT OF INERTIA ID INSIDE DIAMETER I.F. INSIDE FACE IN. INCH INT INTERIOR JST JOIST JT JOINT K KIP (1000 LB) KLF KIPS PER LINEAL FOOT KSI KIPS PER SQUARE INCH KWY KEYWAY LB POUND LGTH LENGTH LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG. LONGITUDINAL LSL LAMINATED STRAND LUMBER LT WT LIGHT WEIGHT LVL LAMINATED VENEER LUMBER MATL MATERIAL MAX MAXIMUM MB MASONRY BEAM MC MISCELLANEOUS CHANNEL/MASONRY COLUMN MECH MECHANICAL MET METAL MFR MANUFACTURE/MANUFACTURER MID MIDDLE MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MPH MILES PER HOUR NGVD NATIONAL GEODETIC VERTICAL DATUM NIC NOT IN CONTRACT NO. NUMBER NS NEAR SIDE NTS NOT TO SCALE OC ON CENTERS OD OUTSIDE DIAMETER O.F. OUTSIDE FACE OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD PC PRECAST CONCRETE/PILE CAP PAF POWDER ACTUATED FASTENER PAR PARALLEL PCB PRECAST CONCRETE BEAM PCC PRECAST CONCRETE COLUMN PCF POUNDS PER CUBIC FEET PEMB PRE-ENGINEERED METAL BUILDING PEN PENETRATION P.J. PANEL JOINT CENTERLINE PL PLATE PLF POUNDS PER LINEAR FOOT PLMG PLUMBING PLY. PLYWOOD PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER PT PRESSURE TREATED/POST TENSIONED R/W REINFORCED WITH RD ROOF DRAIN REF REFERENCE REINF REINFORCING REQD REQUIRED REV REVISION RTU ROOF TOP UNIT SB SOFFIT BEAM SCHED SCHEDULE S.F. SQUARE FEET SF STRIP FOUNDATION SIM SIMILAR SPC SPACE/SPACES SPECS SPECIFICATIONS SQ SQUARE SS STAINLESS STEEL STD STANDARD STIFF STIFFENER STL STEEL STRUCT STRUCTURAL SYM SYMMETRICAL T/ TOP OF TB TIE BEAM T&B TOP AND BOTTOM TCX TOP CHORD EXTENSION TDS TURN DOWN SLAB TE THICKENED EDGE TEMP TEMPERATURE TENS TENSION THD THREAD/THREADED THK THICK TOL TOLERANCE TRANS TRANSVERSE TS TUBE STEEL T.S. THICKENED SLAB TWF THICKENED WALL FOUNDATION TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD VOL VOLUME W WIDE FLANGE SECTION W/ WITH W/O WITHOUT WD WOOD WF WALL FOOTING WP WATERPROOF W.P. WORKING POINT WS WELDED STUD WT WEIGHT/STRUCTURAL TEE SECTION WWF WELDED WIRE FABRIC @ AT DESIGNATION # POUNDS / REBAR SIZE NUMBER +/- PLUS OR MINUS L ANGLE C.L. CENTER LINE & AND Sx SECTION MODULUS Ix MOMENT OF INERTIA STRUCTURAL ABBREVIATIONS 4 12 X X X JOIST BEARING ELEVATION CIP CONCRETE COLUMN ABOVE CONCRETE COLUMN BELOW METAL DECK CONCRETE SLAB ON METAL DECK STEPPED FOUNDATION STRUCTURAL SYMBOLS AND LEGEND MOMENT CONNECTION NORTH ARROW SPAN DIRECTION SECTION / DETAIL MARK ELEVATION MARK RECESS OR STEP IN SLAB PLAN / DETAIL MARK PLAN NOTE COLUMN GRID LINE COLUMN AND FOUNDATION TYPE MARKS SLOPED SURFACE PITCHED ROOF WALL TYPES S.F. 2'-0" STEP HEIGHT STEP FOUNDATION DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER RUN RISE NOTE: SYMBOLS AND LEGEND SHOWN ARE GENERIC AND DO NOT NECESSARILY INDICATE ACTUAL OCCURRENCES IN THESE DRAWINGS. CIP CONCRETE WALL X NUMBER OF WELDED STUDS SPACED EQUALLY ALONG BEAM SIZE DESIGNATION AMOUNT OF MIDSPAN CAMBER, UP W24x55 [56] c=2" COMPOSITE BEAM DESIGNATION (20) (20) (20) (20) COMPOSITE STEEL GIRDER DESIGNATION W36x194 (90) c=1" AMOUNT OF MID-SPAN CAMBER, TYP. SIZE DESIGNATION TOTAL NUMBER OF WELDED STUDS PORTION OF TOTAL NUMBER OF WELDED STUDS TO BE SPACED EQUALLY BETWEEN INTERSECTING BEAMS INTERSECTING BEAM, TYP. 150 INCREASED FLOOR LOAD AREA IN PSF F6.0 CC-1 X XXX'-X" SLOPE T/ X'-X" X X X:XX SLOPE IN SLAB 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S001 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP ABBREVIATIONS AND SYMBOLS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 STRUCTURAL SHEET INDEX SHEET # SHEET TITLE S001 ABBREVIATIONS AND SYMBOLS S002 GENERAL NOTES S003 GENERAL NOTES S004 GENERAL NOTES S005 SPECIAL INSPECTIONS TABLES S006 SPECIAL INSPECTIONS TABLES S007 COMPONENTS & CLADDING WIND LOAD DIAGRAM S101 OVERALL FOUNDATION PLAN S102 ENLARGED FOUNDATION AND SLAB PLAN S103 ENLARGED MAIN FLOOR FRAMING PLAN S104 ENLARGED SECOND FLOOR FRAMING PLAN S105 ENLARGED THIRD FLOOR FRAMING PLAN S106 ENLARGED ROOF FRAMING PLAN S201 PARKING STRUCTURE FOUNDATION PLAN S202 PARKING STRUCTURE FRAMING PLAN S203 PARKING STRUCTURE FRAMING PLAN - ALTERNATE DEDUCT #1 S301 STRUCTURAL SECTIONS S302 STRUCTURAL SECTIONS S501 STRUCTURAL DETAILS S502 STRUCTURAL DETAILS S511 STRUCTURAL DETAILS S512 STRUCTURAL DETAILS S513 STRUCTURAL DETAILS S521 STRUCTURAL DETAILS No. Description Date 1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR OPENINGS, DEPRESSIONS, EQUIPMENT WEIGHTS AND LOCATIONS, EMBEDDED ITEMS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. 2. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. 3. NO STRUCTURAL MEMBER OR COMPONENT SHALL BE CUT, NOTCHED, OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COSTS INCURRED BY THE ENGINEER OF RECORD FOR REVIEW OF ANY SUCH DEVIATIONS. 4. DO NOT SCALE DRAWINGS. 5. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE DOWNS. 6. DETAILS LABELED "TYPICAL DETAILS" ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE DRAWINGS CAN BE DETERMINED BY THE TITLE OF DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT THEY ARE REFERENCED AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF TYPICAL DETAILS SHALL BE DETERMINED BY THE ENGINEER OF RECORD. 7. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL AND STRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS TO THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS. 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE AND SAFETY. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. THE STRUCTURAL ENGINEER'S OBLIGATIONS TO REVIEW SHOP DRAWINGS AND OTHER SUBMITTALS AND TO RETURN THEM IN A TIMELY MANNER ARE CONDITIONED UPON THE PRIOR REVIEW AND APPROVAL OF THE SHOP DRAWINGS OR SUBMITTALS BY THE CONTRACTOR AS REQUIRED IN THE CONSTRUCTION CONTRACT AND THE CONTRACTOR'S SUBMITTAL OF THE SHOP DRAWINGS AND OTHER SUBMITTALS IN ACCORDANCE WITH A WRITTEN SCHEDULE DISTRIBUTED IN ADVANCE TO THE ENGINEER IDENTIFYING THE DATES FOR THE SUBMITTAL OF THE VARIOUS SHOP DRAWINGS AND SUBMITTALS. 10. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF TLC ENGINEERING SOLUTIONS, INC IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN GENERAL ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHALL NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK. 11. ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXCEED LIFE SPAN AND TO ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED PROGRAM OF MAINTENANCE SHALL BE ESTABLISHED BY THE OWNER. THIS PROGRAM SHALL INCLUDE ITEMS SUCH AS, BUT NOT LIMITED TO, PAINTING OF STRUCTURAL STEEL, PROTECTIVE COATINGS FOR CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS AND CRACKS IN CONCRETE, AND PRESSURE WASHING OF EXPOSED STRUCTURAL ELEMENTS EXPOSED TO SALT ENVIRONMENT OR OTHER HARSH CHEMICALS. 12. STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL SYSTEMS, COLD-FORMED STEEL FRAMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHALL BE DESIGNED, FURNISHED, AND INSTALLED AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS. 13. IN THE PROFESSIONAL OPINION OF TLC ENGINEERING SOLUTIONS, INC. THE STRUCTURAL CONTRACT DOCUMENTS FOR THIS PROJECT HAVE BEEN PREPARED IN ACCORDANCE WITH THE DESIGN CRITERIA AS SET FORTH IN THE 2024 INTERNATIONAL BUILDING CODE (IBC). 14. NO PROVISIONS HAVE BEEN MADE FOR VERTICAL OR HORIZONTAL EXPANSION EXCEPT AS SHOWN ON CONTRACT DOCUMENTS. 15. FINISH FLOOR ELEVATION (FIRST FLOOR) OF *** 0'-0" (100'-0") *** IS USED AS A REFERENCE ELEVATION. SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION. 16. THE USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS AND USE OF CAD FILES BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFY HIS ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON. 17. IN THE EVENT THAT THE STRUCTURAL CONTRACTS DRAWINGS AND SPECIFICATIONS CONFLICT ON INFORMATION, THE STRUCTURAL CONTRACT DRAWINGS SHALL SUPERSEDE THE SPECIFICATIONS. 010000 GENERAL NOTES THE BUILDING MOVEMENT SPECIFIED HEREIN IS ANTICIPATED TO OCCUR AND SHOULD BE CONSIDERED BY THE CONTRACTOR IN THE PERFORMANCE OF THE WORK. 1. SPANDREL BEAM DEFLECTIONS. THE FOLLOWING PROVISION SHOULD BE MADE FOR SUPERIMPOSED LOAD DEFLECTION OF ONE FLOOR RELATIVE TO AN ADJACENT FLOOR IN THE DESIGN, FABRICATION, AND ERECTION OF THE BUILDING CLADDING. A. TYPICAL SPANDREL BEAM - 3/8" SUPERIMPOSED LOAD DEFLECTION IS DEFINED AS ALL DEFLECTION ANTICIPATED TO OCCUR AFTER THE CLADDING HAS BEEN ERECTED. THE RELATIVE DEFLECTION ABOVE DOES NOT INCLUDE THE FLOOR DEFLECTION CAUSED BY THE WEIGHT OF THE CLADDING ITSELF OR THE DEAD LOAD DEFLECTION OF THE FLOOR FRAMING ITSELF, NOR DOES IT INCLUDE ANY ALLOWANCE FOR FABRICATION OR ERECTION TOLERANCES. 2. THE FOLLOWING PROVISION FOR SUPERIMPOSED LOAD DEFLECTIONS SHALL BE MADE IN THE DESIGN, FABRICATION, AND INSTALLATION OF ALL PARTITIONS, GLASS WALLS, AND OTHER ELEMENTS SUPPORTED BY AND ATTACHED TO THE STRUCTURE. A. TYPICAL FLOOR MEMBERS - SPAN/360 BUT NOT LESS THAN 3/8" B. TYPICAL ROOF MEMBERS - SPAN/360 BUT NOT LESS THAN 3/8" 3. STORY DRIFT: LATERAL FRAME DEFLECTION OF H/300 IN THE PLANE OF THE WALL OF ONE FLOOR RELATIVE TO AN ADJACENT FLOOR SHALL BE TAKEN INTO ACCOUNT IN THE DESIGN, FABRICATION AND INSTALLATION OF THE BUILDING CLADDING. 010001 BUILDING MOVEMENTS 1. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2024 INTERNATIONAL BUILDING CODE AND ASCE 7-22. 2. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: A. DEAD LOADS: ROOF STRUCTURE 15 PSF M/E/P LOADS 5 PSF CEILINGS 5 PSF COLLATERAL LOADS 10 PSF PHOTOVOLTAIC PANEL SYSTEMS XX PSF B. LIVE LOADS: ROOF 20 PSF ROOF (ASSEMBLY) 100 PSF (UNREDUCIBLE) FLOOR (OFFICE) 50 PSF FLOOR (LIGHT STORAGE) 125 PSF (UNREDUCIBLE) FLOOR (HEAVY STORAGE) 250 PSF (UNREDUCIBLE) FLOOR (KITCHEN) 150 PSF (UNREDUCIBLE) FLOOR (FILES) 150 PSF (UNREDUCIBLE) FLOOR (LABORATORY) 100 PSF FLOOR (RETAIL - FIRST FLOOR) 100 PSF FLOOR (RETAIL - UPPER FLOOR) 75 PSF FLOOR (RETAIL - WHOLESALE) 125 PSF (UNREDUCIBLE) FLOOR (MECH ROOM) 150 PSF (UNREDUCIBLE) FLOOR (ELECTRICAL ROOM) 200 PSF (UNREDUCIBLE) FLOOR (HOSPITAL GR./LAB) 60 PSF FLOOR (HOSPITAL ROOMS/WARDS) 40 PSF FLOOR (ELEVATOR MACHINE ROOM) 150 PSF(UNREDUCIBLE) BALCONIES (EXTERIOR) (1.5*OCCUPANCY SERVED*) 100 PSF MAX STAIRS AND EXITS 100 PSF PARKING GARAGE 40 PSF (UNREDUCIBLE) GUARDRAILS/HANDRAILS 50 PLF (UNIFORM) 200 LBS (CONCENTRATED) C. WIND LOADS: PER ASCE 7 SEE SHEET S007 FOR COMPONENTS AND CLADDING PRESSURES. ULTIMATE DESIGN WIND SPEED, Vult 180 MPH (3 SEC. GUST) NOMINAL DESIGN WIND SPEED, Vasd 139 MPH (3 SEC. GUST) RISK CATEGORY IV EXPOSURE D NOTE: TORNADO LOADS NOT APPLICABLE PROJECT IS LOCATED IN A WIND-BORNE DEBRIS REGION. GLAZED OPENINGS IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTED WITH AN IMPACT-RESISTANT COVERING MEETING THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR ASTM E1996 AND ASTM E1886. 1. GLAZED OPENINGS LOCATED WITHIN 30 FEET OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996. 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSILE TEST OF ASTM E1996. D. SEISMIC LOADS: PER ASCE 7 MAPPED SPECTRAL RESPONSE ACCELERATION SHORT DURATION (Ss) 1.23 1.0 SECOND DURATION (S1) 0.38 DESIGN SPECTRAL RESPONSE ACCELERATION SHORT DURATION (SDs) 1.0 1.0 SECOND DURATION (SD1) 0.66 SITE CLASSIFICATION C SEISMIC RISK CATEGORY IV SEISMIC IMPORTANCE FACTOR (le) 1.50 SEISMIC DESIGN CATEGORY CD SEISMIC RESPONSE COEFFICIENT (Cs) 0.3 RESPONSE MODIFICATION COEFFICIENT (R) 5.0 BASE SHEAR (V) 6,037 KIPS (OFFICE) 1,116 KIPS (GARAGE) LATERAL LOAD RESISTING SYSTEM TYPE SPECIAL REINFORCED CONCRETE SHEAR WALLS ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE E. RAIN LOADS: PER ASCE 7-22 15-MINUTE DESIGN RAINFALL INTENSITY (i) 6.65 IN/HR F. FLOOD LOADS: PER ASCE 7-22 010003 DESIGN LOADS 1. x 012300 ALTERNATES 1. RFI SHALL ORIGINATE WITH CONTRACTOR AND SHALL BE SUBMITTED IN THE FORM SPECIFIED WITHIN CONTRACT DOCUMENTS. RFI SHALL BE SUBMITTED IN A PROMPT MANNER AS TO AVOID DELAYS IN CONTRACTORS WORK. 2. RFI SHALL BE SUBMITTED AS SPECIFIED WITHIN THE CONTRACT DOCUMENTS AND SHALL BE FORWARDED TO THE ENGINEER VIA THE ARCHITECT OR DIRECTLY TO THE ENGINEER BY THE CONTRACTOR WHEN APPROVED BY THE ARCHITECT. 3. ENGINEER SHALL TAKE UP TO 5 BUSINESS DAYS TO REVIEW AND RETURN RFI'S. HOWEVER, THE ENGINEER WILL ATTEMPT TO EXPEDITE THE REVIEW OF ALL RFI'S WITHIN A REASONABLE TIME FRAME. 4. RFI RESPONSES ARE NOT INTENDED TO AUTHORIZE ANY INCREASE IN CONSTRUCTION COST, SCHEDULE OR TIME EXTENSIONS, OR CONSTRUCTION IN CONFLICT WITH ANY APPLICABLE CODES OR SPECIFIED DESIGN STANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE DESIGN TEAM IMMEDIATELY OF ANY PERCEIVED SCOPE, SCHEDULE, OR COST IMPACTS OR ADJUSTMENTS. IF CONTRACTOR REQUESTS ANY ADDITIONAL COST, INCREASE IN SCHEDULE OR ADJUSTMENT IN SCOPE, THE CONTRACTOR SHALL NOT PROCEED WITH ADDITIONAL WORK UNTIL APPROVED IN WRITING BY THE CONSTRUCTION ADMINISTRATOR. 013100 REQUEST FOR INTERPRETATION 1. SHOP DRAWINGS SHALL ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND CONNECTIONS SHOWN ON THE CONTRACT DOCUMENTS. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. REVIEW OF SUBMITTALS AND SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THE SHOP DRAWINGS. 2. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND MARKED "APPROVED" PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. NON-CONFORMING DRAWING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 3. THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER OF RECORD. 4. CHANGES AND ADDITIONS MADE ON RE-SUBMITTALS SHALL BE CLEARLY FLAGGED AND NOTED. THE PURPOSE OF THE RE-SUBMITTALS SHALL BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER OF RECORD REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE-SUBMITTAL. CONTRACTOR IS RESPONSIBLE FOR COSTS CAUSED BY MULTIPLE RE-SUBMITTALS (MORE THAN ONE) AT ARCHITECT/ENGINEERS' CURRENT HOURLY RATES. 013301 SHOP DRAWING REVIEW 1. THE FOLLOWING SYSTEMS AND COMPONENTS AS A MINIMUM REQUIRE FABRICATION AND ERECTION DRAWINGS PREPARED BY A DELEGATED ENGINEER: A. ARCHITECTURAL PRECAST CONCRETE SYSTEMS B. TEMPORARY WALL BRACING C. FORMWORK AND TEMPORARY SHORING D. PRECAST CONCRETE STAIRS E. RAILINGS 2. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND DRAWINGS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. SHOP DRAWINGS AND CALCULATIONS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED. 3. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION AND CONTROL OF THE DELEGATED ENGINEER. 4. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER. COMPUTER PRINTOUTS ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE INFORMATION TO PERMIT THEIR PROPER EVALUATION. SUCH DESCRIPTIVE INFORMATION SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER AS AN INDICATION THAT HE/SHE HAS ACCEPTED RESPONSIBILITY FOR THE RESULTS. THE STRUCTURAL ENGINEER WILL RETAIN ONE SIGNED AND SEALED SET FOR THEIR RECORDS. 5. DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR FABRICATION AND INSTALLATION (SUCH AS REINFORCING STEEL SHOP DRAWINGS OR STRUCTURAL STEEL ERECTION DRAWINGS) AND REQUIRING NO ENGINEERING, DO NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. 6. CATALOG INFORMATION ON STANDARD PRODUCTS DOES NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. 7. REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS LIMITED TO VERIFYING THE FOLLOWING: A. THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN FURNISHED. B. THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED AND SEALED BY THE DELEGATED ENGINEER. C. THAT THE DELEGATED ENGINEER HAS UNDERSTOOD THE DESIGN INTENT AND HAS USED THE SPECIFIED STRUCTURAL CRITERIA. NO DETAILED CHECK OF CALCULATIONS WILL BE MADE. D. THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTALS IS CONSISTENT WITH THE CONTRACT DOCUMENTS. NO DETAILED CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE. 8. SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL NOT BE REVIEWED AND WILL BE RETURNED. 013302 SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS 1. ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL. 2. THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW SHOP DRAWINGS FOR THE FOLLOWING ITEMS: • ITEMS MARKED (D) SHALL HAVE SHOP DRAWINGS SEALED BY A REGISTERED PROFESSIONAL ENGINEER. • ITEMS MARKED (#) SHALL BE SUBMITTED FOR ENGINEERS RECORD ONLY. A. STRUCTURAL STEEL B. PRECAST CONCRETE STAIRS (D) C. POST-TENSIONING D. TEMPORARY WALL BRACING (D) E. FORMWORK AND TEMPORARY SHORING (D) F. METAL ROOF DECK G. ARCHITECTURAL PRECAST CONCRETE SYSTEMS (D) H. RAILINGS (D) I. REINFORCING STEEL J. COMPOSITE METAL DECK K. CONCRETE MIX DESIGNS L. ELEVATORS (#) M. MECHANICAL ANCHORS (#) N. CHEMICAL (ADHESIVE) ANCHORS (#) 3. MANUFACTURER'S LITERATURE. SUBMIT TWO COPIES OF MANUFACTURER'S LITERATURE FOR ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION ON THE PROJECT. 013303 SUBMITTALS 1. SPECIAL INSPECTIONS SHALL BE PERFORMED BY ONE OR MORE AGENCIES APPROVED BY THE EOR AND BUILDING OFFICIAL. 2. IN ACCORDANCE WITH CHAPTER 17 OF THE 2024 INTERNATIONAL BUILDING CODE, SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING MATERIALS, SYSTEMS, COMPONENTS, AND/OR WORK: 3. FREQUENCY AND SCOPE OF SPECIAL INSPECTIONS SHALL BE IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS AND CHAPTER 17 OF THE 2024 INTERNATIONAL BUILDING CODE. 4. SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL, EOR, AND OWNER FOR RECORD. A. STRUCTURAL STEEL B. WELDING/BOLTING C. METAL DECK D. CAST-IN-PLACE CONCRETE E. REINFORCING STEEL F. POST INSTALLED ANCHORS G. FOUNDATIONS - SOIL H. FOUNDATIONS - CAST DEEP ELEMENTS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL SPECIAL INSPECTIONS. 6. THE CONTRACTOR SHALL BEAR THE COST OF CORRECTING OR REPLACING ALL MATERIALS, SYSTEMS, COMPONENTS, AND/OR WORK THAT DO NOT MEET THE REQUIREMENTS OF THE SPECIAL INSPECTOR. 014001 SPECIAL INSPECTIONS 1. INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM THE DRAWINGS THAT WERE PREPARED FOR: PREPARED BY: XXX ENTITLED: XXX DATED: XXX 2. WORK SHOWN ON THESE DRAWINGS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS. 024117 EXISTING STRUCTURE 1. SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. 2. PROVIDE CONCRETE COVER OVER PRIMARY REINFORCEMENT, TIES, AND STIRRUPS, AS FOLLOWS, UNLESS OTHERWISE NOTED: LOCATION AND CONDITION MINIMUM COVER A. CONCRETE CAST AGAINST AND ALL BARS 3" PERMANENTLY EXPOSED TO EARTH. B. CONCRETE EXPOSED TO EARTH OR WEATHER #6 OR GREATER 2" #5 OR SMALLER 1.5" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS, AND JOISTS #11 OR SMALLER 3/4" BEAMS AND COLUMNS ALL BARS 1.5" 3. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. 4. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF ALL TOP BARS. 5. WHERE REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORTS AND TOP BARS AT CENTER OF SPAN. ALL OTHER LAP SPLICES SHALL BE IN ACCORDANCE WITH SPLICE TABLES AND DETAILS SHOWN ON DRAWINGS. 6. PROVIDE DOWELS INTO FOOTINGS, PILE CAPS, SUPPORT BEAMS, ETC. TO MATCH VERTICAL BARS WITH CLASS B TENSION LAP SPLICES, U.N.O. 7. LENGTH OF LAP SPLICES AND BAR EMBEDMENT SHALL BE AS SCHEDULED IN THE TYPICAL DETAIL. 8. AT CHANGES IN DIRECTION OF CONCRETE WALLS AND TIE BEAMS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. 9. WHERE HOOKS ARE SHOWN ON THE PLANS OR DETAILS, HOOKS SHALL BE DETAILED TO EXTEND DEEP ENOUGH INTO SUPPORTING STRUCTURE TO DEVELOP THE FULL STRENGTH OF THE HOOKED BAR. PROVIDE ADDITIONAL TIES OR STIRRUPS IN SUPPORTING STRUCTURE AS REQUIRED TO SATISFY ACI 318 HOOK DEVELOPMENT, CONFINEMENT, AND ANCHORAGE CRITERIA. 10. AT CANTILEVER SLABS AND BEAMS, REINFORCING BARS IN DIRECTION OF CANTILEVER SHALL BE DETAILED TO FULLY DEVELOP THE BAR STRENGTH INTO THE SUPPORTING STRUCTURE, EITHER BY PROVIDING FULL CLASS B LAP SPLICE OR STANDARD ACI HOOKS EMBEDDED DEEP ENOUGH BEYOND SUPPORT TO DEVELOP STRENGTH OF BAR. 032000 REINFORCING STEEL 1. ALL REINFORCING STEEL THAT WILL BE WELDED SHALL MEET THE REQUIREMENTS OF ASTM A706 GRADE 60 DEFORMED BARS. 032003 WELDABLE REINFORCING STEEL 1. SHALL CONFORM TO ASTM A-185, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. 2. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. 3. USE OF FLAT MANUFACTURED SHEETS IS REQUIRED (NO ROLLS). 4. INSTALL WWF ON BRICKS OR BOLSTERS AT MID DEPTH OF SLAB U.N.O.; SPACING OF SUPPORTS SHALL BE ADEQUATE TO PREVENT SHIFTING OF WWF DURING CONSTRUCTION, BUT SHALL NOT EXCEED 24" O.C. 032004 WELDED WIRE FABRIC 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S002 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP GENERAL NOTES B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 No. Description Date 1. WHEREVER CONCRETE BALCONIES (OR OTHER FLAT SURFACES) OF THE REINFORCED OR POST-TENSIONED CONCRETE SLABS ARE TO REMAIN EXPOSED TO THE WEATHER THROUGHOUT THE LIFE OF THE BUILDING, THE TOP SURFACE OF THE CONCRETE SHALL AS A MINIMUM BE TREATED WITH A CLEAR NONFLAMMABLE PENETRATING SEALER OF THE ALKYL-ALKOXY SILANE CLASSIFICATION, SUCH AS SONNEBORN PENETRATING SEALER 20, HYDROZO ENVIROSEAL 20, OR OTHER ENGINEER APPROVED WEATHER RESISTANT SYSTEM. 2. APPLICATION AND SURFACE PREPARATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. MINIMUM CONCRETE COVERAGE OF TOP REINFORCING THAT IS NOT EPOXY COATED SHALL BE 1". 4. THE SLAB SURFACE SHALL BE SLOPED A MINIMUM OF 1 IN 12. 5. FOR PROJECTS LOCATED AT THE SHORELINE, ALL MILD REINFORCEMENT SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 767. 032101 WEATHER RESISTANCE IN HIGH VELOCITY HURRICANE ZONES 1. NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO- THIRDS OF THE 28-DAY DESIGN STRENGTH. A MINIMUM OF 3 STORIES OF SHORING AND/OR RESHORING SHALL BE USED WHICH SHALL CONSIST OF ONE COMPLETE SET OF VERTICAL SHORES AND TWO SETS OF VERTICAL SHORES THAT COMPRISE AT LEAST 50% OF A COMPLETE SET. 2. DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET REQUIREMENTS SET FORTH IN ACI STANDARDS 347 AND 301. 3. DRAWINGS FOR SHORING AND RESHORING SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER. SHORING ENGINEER OR REPRESENTATIVE MUST VISIT CONSTRUCTION SITE TO CONFIRM THAT SHORING HAS BEEN INSTALLED PER REQUIREMENTS SHOWN ON SUBMITTED DRAWINGS. 032200 FORMWORK AND SHORING (CONCRETE SLABS AND BEAMS) 1. NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO- THIRDS OF THE 28-DAY DESIGN STRENGTH. 2. DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET THE REQUIREMENTS SET FORTH IN ACI STANDARDS 347 AND 301. 032201 FORMWORK AND SHORING 1. ANY DEVIATION OR ADDITION OF CONSTRUCTION JOINTS FROM THAT SHOWN ON THE DRAWINGS MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD. 2. ALTERNATE OR ADDED CONSTRUCTION JOINT LOCATIONS ARE ACCEPTABLE ONLY AS A CHANGE ORDER, WHICH WILL INCLUDE ENGINEERING CHARGES BY THE ENGINEER OF RECORD FOR REDESIGN OF THE STRUCTURE, SHORING, ETC. 032202 CONSTRUCTION JOINTS 1. MINIMUM SLEEVE SPACING SHALL BE THREE DIAMETERS CENTER TO CENTER OF THE LARGER SLEEVE OR 6" CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER. 2. PRIOR TO CONSTRUCTION ALL SLEEVE LOCATIONS AND SIZES NOT SHOWN ON THE DRAWINGS SHALL BE APPROVED BY THE ENGINEER. 3. PLACE TWO #3 STIRRUPS AT 3" O.C. EACH SIDE OF SLEEVE PENETRATIONS IN BEAMS. 032203 PLUMBING SLEEVES 1. SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: CONCRETE COMPRESSIVE SLUMP MAXIMUM MAXIMUM STRUCTURE STRENGTH AGGREGATE W/C RATIO TYPE SLABS-ON-GRADE 4000 PSI 4-6" 1" 0.50 SLABS-ON-GRADE 3000 PSI 4-6" 3/4" 0.48 ELEVATED SLABS 4000 PSI 4-6" 3/4" 0.48 CONCRETE ON 3000 PSI 4-6" 3/4" 0.50 METAL DECK COLUMNS 4000 PSI 4-6" 3/8" 0.48 BALCONIES 5000 PSI 4-6" 3/4" 0.40 2. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND SPECIFICATIONS. 3. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE. 4. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. 5. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. 6. SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1-CLASS D AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE. SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. 7. CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. 8. CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. 9. CONDUITS, PIPES AND SLEEVES SHALL BE PLACED AND SPACED IN ACCORDANCE WITH ACI 318, 6.3 10. CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA AS PER CHAPTER 5 OF ACI 318 11. WATER/CEMENT RATIO FOR CONCRETE AT EXTERIOR BALCONIES SHALL NOT EXCEED 0.40 BY WEIGHT. 12. CONCRETE SLABS ON GRADE SHALL BE REINFORCED AS INDICATED ON PLAN.. 13. CONCRETE SLABS ON COMPOSITE METAL DECK SHALL BE REINFORCED AS INDICATED ON PLAN. 14. WHEN TOTAL WIDTH OF PIPES OR DUCTS CAST INTO A SLAB EXCEED 12" IN A 24" WIDTH THEN THE CONTRACTOR SHALL ADD A LAYER OF #4 AT 12" ABOVE AND PERPENDICULAR TO THE DUCT/PIPE RUNS EXTENDING 12" BEYOND THE LAST DUCT/PIPE ON EACH SIDE. 15. WHEN ADHESIVES OR WATER VAPOR IMPERMEABLE FLOOR COVERINGS ARE BEING USED ON CONCRETE SURFACES, THE CONTRACTOR SHALL VERIFY THROUGH APPROPRIATE TESTING THAT THE WATER CONTENT OF THE CONCRETE, AND VAPOR TRANSMISSION RATE THROUGH THE CONCRETE, IS WITHIN THE ALLOWABLE RANGE BEFORE INSTALLATION. THE MANUFACTURER OF THE ADHESIVE OR FLOOR COVERING SHALL REVIEW AND APPROVE THE RESULTS OF THE TESTING PRIOR TO INSTALLATION OF PRODUCTS. 033000 CONCRETE 1. AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE FOLLOWING TESTS ON CAST IN PLACE CONCRETE: A. ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE." B. ASTM C39 - "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." A SEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED PER DAY. REQUIRED LAB CURED CYLINDER QUANTITIES AND TEST AGE AS FOLLOWS: (2) AT 7 DAYS (2) AT 28 DAYS ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE ENGINEER, IF REQUIRED. IF 28-DAY STRENGTH IS ACHIEVED, THE ADDITIONAL CYLINDER(S) MAY BE DISCARDED. 033003 CONCRETE TESTING 1. GRADE 270, 1/2" NOMINAL DIAMETER 7-WIRE STRAND CONFORMING TO ASTM A-416 SHALL BE USED IN TENDONS. STRAND SHALL BE CLEAN AND FREE OF CORROSION. 2. ANCHORAGES FOR UNBONDED PRESTRESSING TENDONS SHALL DEVELOP THE SPECIFIED STRENGTH OF THE TENDONS WITHOUT EXCEEDING THE ANTICIPATED SET. 3. PRESTRESSING STEEL SHALL BE PERMANENTLY PROTECTED AGAINST CORROSION BY A PROPERLY APPLIED COATING OF LITHIUM BASED TENDON GREASE WHICH IS IN ACCORDANCE WITH PTI RECOMMENDATIONS. THE COATING SHALL BE CHEMICALLY STABLE, AND BE NON-REACTIVE WITH CEMENT AND THE SHEATHING MATERIAL. 4. THE SHEATHING SHALL HAVE SUFFICIENT TENSILE STRENGTH AND WATER RESISTANCE TO RESIST NON-REPAIRABLE DAMAGE AND DETERIORATION DURING TRANSPORTATION, STORAGE, AND INSTALLATION. THE SHEATHING SHALL BE SEAMLESS, EXTRUDED AND BE CONTINUOUS OVER THE LENGTH OF THE TENDON TO BE UNBONDED. THE SHEATHING SHALL PREVENT THE INTRUSION OF CEMENT PASTE AND THE ESCAPE OF COATING MATERIAL. 5. POST TENSIONING CABLES SHALL HAVE AN ENCAPSULATED CORROSION PROTECTION SYSTEM WHICH IS IN ACCORDANCE WITH THE RECOMMENDATION OF PRESTRESSED CONCRETE INSTITUTE FOR CABLES USED IN A CORROSIVE ENVIRONMENT. 6. CONCRETE SHALL ATTAIN THE MINIMUM COMPRESSIVE STRENGTH AS INDICATED IN THE CONCRETE NOTE. PRIOR TO STRESSING, THE CONCRETE IN THE SLABS AND BEAMS SHALL REACH A MINIMUM OF TWO-THIRDS OF THE MINIMUM 28-DAY STRENGTH OR THE MINIMUM REQUIRED BY THE POST TENSION SUPPLIER (WHICHEVER IS GREATER). TENSIONING OF THE CONCRETE SLAB SHALL COMMENCE WITHIN 24 HOURS OF ACHIEVING THE INDICATED STRENGTH. SLAB CONCRETE SHALL REMAIN SHORED UNTIL THE CONCRETE IS STRESSED. 7. TENDONS SHALL BE LOCATED IN ACCORDANCE WITH THE PROFILES SHOWN ON THE DRAWINGS. ADEQUATE CHAIRS AND SUPPORT BARS SHALL BE FURNISHED TO HOLD TENDONS IN THEIR CORRECT POSITION DURING THE PLACEMENT OF CONCRETE. TENDONS SHALL NOT VARY MORE THAN 1/8" FROM THE SPECIFIED POSITION. SLIGHT DEVIATIONS IN SPACING OF TENDONS WILL BE PERMITTED WHERE REQUIRED TO AVOID OPENINGS, INSERTS AND DOWELS. WHERE THERE IS CONFLICT BETWEEN TENDONS AND BONDED REINFORCING STEEL, THE TENDON LOCATION HAS PRIORITY. 8. A MINIMUM OF TWO TENDONS SHALL BE PLACED IN EACH DIRECTION DIRECTLY OVER COLUMNS. 9. AFTER THE TENDONS ARE IN THEIR FINAL POSITION AND PRIOR TO POURING CONCRETE USE CHALK TO MARK THE CABLE POSITIONS ON THE FORMWORK SUCH THAT THE MARKING WILL BE VISIBLE ON THE UNDERSIDE OF THE SLAB AFTER THE FORMWORK IS REMOVED. 10. INSERTS FOR SUSPENDED MECHANICAL AND ARCHITECTURAL WORK SHALL BE CAST IN PLACE. NO CUTTING, CHIPPING OR DRILLING INTO POST-TENSIONED SLABS OR BEAMS IS ALLOWED WITHOUT PRIOR WRITTEN CONSENT OF THE STRUCTURAL ENGINEER OF RECORD. TENDONS SHALL NOT BE CUT OR DAMAGED. POWDER ACTUATED FASTENERS SHALL HAVE A MAXIMUM OF 3/4" EMBEDMENT. 11. SHOP DRAWINGS SHOWING DETAILS OF END ANCHORAGES, CONNECTIONS, BLOCK OUTS OF HOLES, INSERTS AND OTHER POST-TENSIONING DETAILS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION. 12. SUPPLIER SHALL DETERMINE CABLE LOSSES IN ACCORDANCE WITH ACI-318 AND SHALL PROVIDE A SUFFICIENT AMOUNT OF CABLE TO DEVELOP FINAL EFFECTIVE FORCES AS SHOWN ON DRAWINGS WITH PROPER CONSIDERATION OF LOSSES. CALCULATIONS SHALL BE SUBMITTED AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER AS TO LOSS CALCULATIONS. 13. RECORDS SHALL BE PROVIDED BY THE INSPECTOR OF JACKING FORCES AND ELONGATIONS AND SUBMITTED PROMPTLY TO THE ENGINEER OF RECORD FOR REVIEW AND ACCEPTANCE PRIOR TO BURN OFF OF EXCESS TENDON. 14. STRESSING HARDWARE SHALL BE COATED BY THE CONTRACTOR WITH CORROSION PREVENTATIVE MATERIAL (ASPHALTIC PAINT OR SIMILAR) AFTER COMPLETION OF STRESSING OPERATION. ANCHOR BLOCK OUTS SHALL BE FILLED WITH A NON-SHRINK GROUT (APPROVED BY THE ENGINEER OF RECORD) AFTER CUT OFF BY CONTRACTOR. 15. CONTRACTOR SHALL COORDINATE THE DETAILING AND PLACING OF TENDONS AND MILD STEEL BETWEEN SUPPLIERS AS REQUIRED. 16. JOB SITE INSTRUCTION OF REINFORCING INSTALLATION PERSONNEL IN PLACING AND STRESSING OPERATIONS SHALL BE PROVIDED BY A QUALIFIED FIELD SUPERINTENDENT FROM THE STAFF OF THE POST-TENSIONING SUPPLIER. PLACING OF REINFORCING STEEL AND POST-TENSIONING SHALL BE DONE BY THE SAME FIRM. SUCH PLACING SUBCONTRACTOR SHALL HAVE LOCAL EXPERIENCE IN POST-TENSIONING WORK AND SHALL HAVE SUCCESSFULLY COMPLETED AT LEAST TWO OTHER SIMILAR STRUCTURES UNDER THE SAME FIRM NAME. 17. MATERIAL SHALL BE SUPPLIED ONLY BY FIRMS HAVING LOCAL REPRESENTATION, AND STAFFED WITH A STRUCTURAL ENGINEER HAVING A MINIMUM OF THREE YEARS DESIGN EXPERIENCE IN THE DESIGN AND CONSTRUCTION OF POST-TENSIONED STRUCTURES AND REGISTERED AS A PROFESSIONAL ENGINEER. 18. IN THE EVENT OF BROKEN TENDONS OR BLOW-OUTS, SUBMIT FOR APPROVAL TO THE STRUCTURAL ENGINEER DETAILED PROCEDURES FOR THE REMEDIAL WORK REQUIRED. 033816 POST TENSIONED SLAB AND BEAMS 1. ENGINEERED PRECAST CONCRETE STAIR SYSTEM AND CONNECTIONS OF SAME TO THIS STRUCTURE SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. 2. THE CONFIGURATION OF THE PRECAST CONCRETE STAIR SYSTEM SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. 3. PRECAST CONCRETE STAIR SYSTEM AND CONNECTIONS SHALL BE DESIGNED FOR APPLICABLE LOADS AS INDICATED ON THESE DRAWINGS AND IN THE BUILDING CODE. 4. THE LOADS SHALL BE CLEARLY INDICATED ON SHOP DRAWINGS. 5. SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTIONS UTILIZED WITHIN THE PRECAST CONCRETE STAIR SYSTEM AS WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN ON THESE DRAWINGS. 6. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR REVIEW PRIOR TO FABRICATION. 7. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER. 034106 PRECAST CONCRETE STAIRS 1. SHALL BE A TWO PART EPOXY POLYMER INJECTION SYSTEM, SUCH AS HILTI HIT- HY200 V3, HIT RE500 V3, DEWALT PURE 110+, DEWALT AC200+, OR SIMPSON SET-3G ADHESIVE SYSTEM, OR ENGINEER APPROVED SUBSTITUTION. 2. EPOXY TYPES AND BRANDS VARY IN THEIR BOND STRENGTH AND SUITABILITY OF USE, DEPENDING ON TYPE OF LOADING, ANCHOR SPACING, ETC. WHEN A PARTICULAR TYPE OF EPOXY IS SPECIFIED IN THESE DRAWINGS, A UNIQUE CALCULATION HAS BEEN MADE BASED ON THE PROPERTIES OF THAT SPECIFIC TYPE OF EPOXY FOR THE SPECIFIC CONDITION SHOWN IN THE DETAIL. SUBSTITUTION OF EPOXY TYPE IS NOT ALLOWED WHERE DETAIL SPECIFIES ONLY ONE TYPE OF EPOXY, WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER OF RECORD. NOT ALL EPOXY BRANDS OR TYPES WILL BE ALLOWED AS SUBSTITUTES. ICC-ES REPORTS FOR PROPOSED ANCHOR SUBSTITUTIONS MUST BE SUBMITTED TO EOR FOR REVIEW. EOR MAY REQUIRE ENGINEERED CALCULATIONS FOR REVIEW AND APPROVAL. 3. SUBSTITUTION OF EPOXIES IN ONE CONDITION SHALL NOT BE CONSTRUED AS APPROVAL TO MAKE SIMILAR SUBSTITUTION OF EPOXIES IN OTHER DIFFERING CONDITIONS. EACH SUBSTITUTION MUST RECEIVE PRIOR WRITTEN APPROVAL BY THE ENGINEER OF RECORD. 4. INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING, AND EMBEDMENT SPECIFIED ON DRAWINGS. 5. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION TO SUPPORT SUSTAINED TENSION LOADS SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI/CRSI (ACI 318 D.9.2.2). PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. 6. THE MANUFACTURER'S REPRESENTATIVE SHALL TRAIN INSTALLERS FOR ALL PRODUCTS TO BE USED PRIOR TO COMMENCEMENT OF WORK. ONLY TRAINED INSTALLERS SHALL PERFORM POST INSTALLED ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE MADE AVAILABLE TO THE EOR AS REQUESTED. 7. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL HOLE CLEAN-OUT REQUIREMENTS ARE FULLY COMPLETED BY THE INSTALLERS PRIOR TO INJECTING EPOXY INTO THE HOLES IN ACCORDANCE WITH THE MANUFACTURERS MPII. 8. NO LOAD SHALL BE APPLIED TO THE EPOXY ANCHORS UNTIL THE EPOXY HAS FULLY CURED AND HAS ACHIEVED IT'S SPECIFIED STRENGTH. CURE TIME SHALL BE PER MANUFACTURERS PUBLISHED VALUES FOR SPECIFIC PRODUCT BEING USED. 9. IF DETAIL SHOWS EPOXY ANCHORS IN SLOTTED HOLES, IT IS IMPERATIVE THAT ANY EXCESS EPOXY IS CLEANED UP FROM AROUND THE ANCHOR ROD, SO THAT IT DOES NOT INTERFERE WITH ADJUSTABILITY OF ANCHOR ROD IN SLOTTED HOLE. 10. ADHESIVE ANCHORS IN CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR CRACKED, UNCRACKED, AND SEISMIC CONCRETE RECOGNITION. 11. ADHESIVE ANCHORS IN MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED IN ACCORDANCE WITH ICC-ES AC70. 12. EXISTING REINFORCING IN CONCRETE AND/OR MASONRY CONSTRUCTION SHALL NOT BE CUT UNLESS APPROVED BY THE EOR. 13. ADHESIVE ANCHORS IN CONCRETE AND/OR MASONRY CONSTRUCTION SHALL NOT BE INSTALLED UNTIL CONCRETE AND/OR MASONRY HAS CURED FOR AT LEAST 21-DAYS. 14. PROVIDE SPECIAL INSPECTION FOR ALL ADHESIVE ANCHORS IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE AND THE CURRENT ICC-ES REPORT (IBC 2018 TABLE 1705.3 NOTE B). 15. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS SHALL BE CONTINUOUSLY INSPECTED DURING INSTALLATION BY AN INSPECTOR SPECIALLY APPROVED FOR THAT PURPOSE BY THE BUILDING OFFICIAL (ACI 318 CHAPTER 17). 036001 CHEMICAL (ADHESIVE) ANCHORS 1. SHALL BE EITHER HEAVY DUTY CONCRETE SCREW ANCHOR (SUCH AS DEWALT SCREW- BOLT +, SIMPSON TITEN HD, OR HILTI HUS-H) OR WEDGE TYPE EXPANSION ANCHOR (SUCH AS DEWALT POWER-STUD+SD1, SIMPSON WEDGE-ALL, OR HILTI KWIK BOLT TZ2). 2. TYPE OF ANCHOR SHALL BE AS SPECIFIED ON THE DRAWINGS, WHILE BRAND AND MODEL OF ANCHOR MAY BE SELECTED FROM THE ABOVE LISTED ANCHORS. SUBSTITUTION ANCHORS MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO USE. ICC-ES REPORTS FOR PROPOSED ANCHOR SUBSTITUTES MUST BE SUBMITTED TO EOR FOR REVIEW. EOR MAY REQUEST ENGINEERED CALCULATIONS FOR REVIEW AND APPROVAL. 3. IN SOME CASES OF CRITICAL LOADING OR GEOMETRIC CONDITIONS, ONLY SPECIFIC ANCHORS WILL BE ALLOWED, AS NOTED ON THE DRAWINGS. IN THESE CASES, THE SPECIFIED BRAND AND MODEL OF ANCHOR MUST BE USED. 4. INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING, AND EMBEDMENT SPECIFIED ON DRAWINGS. 5. THE MANUFACTURER'S REPRESENTATIVE SHALL TRAIN INSTALLERS FOR ALL PRODUCTS TO BE USED PRIOR TO COMMENCEMENT OF WORK. ONLY TRAINED INSTALLERS SHALL PERFORM POST INSTALLED ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE KEPT ON SITE AND MADE AVAILABLE TO THE EOR AS REQUESTED. 6. MINIMUM EMBEDMENT DEPTH OF 1/4" TAPCONS OR POWERS TAPPER + INSTALLED IN CONCRETE SHALL BE 1.25" AND INSTALLED INTO MASONRY SHALL BE 1.5". SELECT ANCHOR LENGTH AS REQUIRED TO ACHIEVE THE SPECIFIED MINIMUM EMBEDMENT DEPTH. 7. TAPCON SCREWS, OR DEWALT TAPPER +, MAY BE REPLACED W/ 0.157" SHANK DIAMETER PAF ANCHORS (HILTI X-U, POWERS CSI, OR APPROVED EQUAL) ON A 1:1 SUBSTITUTION BASIS. MINIMUM EMBEDMENT DEPTH SHALL BE 1.25" WHEN INSTALLED INTO CONCRETE OR GROUTED MASONRY. FOLLOW MANUFACTURER'S INSTALLATION RECOMMENDATIONS, MINIMUM EDGE DISTANCES, AND PLACEMENT LIMITATIONS (RELATIVE TO MORTAR JOINTS IN MASONRY). 8. MECHANICAL ANCHORS IN CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC 193 FOR CRACKED, UNCRACKED AND SEISMIC CONCRETE RECOGNITION. 9. MECHANICAL ANCHORS IN MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC01 OR AC106. 10. POWER ACTUATED FASTENERS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC70. 11. EXISTING REINFORCING BARS IN CONCRETE AND/OR MASONRY CONSTRUCTION SHALL NOT BE CUT UNLESS APPROVED BY THE EOR. 12. ANCHORS SHALL NOT BE INSTALLED IN CONCRETE AND/OR MASONRY CONSTRUCTION UNTIL THE CONCRETE AND/OR MASONRY HAS CURED FOR AT LEAST 21-DAYS. 13. PROVIDE SPECIAL INSPECTION FOR ALL MECHANICAL POST INSTALLED ANCHORS IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE AND THE CURRENT ICC-ES REPORT (IBC 2018 TABLE 1705.3 NOTE B). 036002 MECHANICAL ANCHORS 1. MASONRY OPENINGS LESS THAN ** FEET SHALL BE SPANNED WITH 8"x16" CONCRETE LINTELS WITH 2#5 REINFORCING BARS TOP AND BOTTOM. 2. MASONRY OPENINGS LESS THAN ** FEET SHALL BE SPANNED WITH 8"x12" CONCRETE LINTELS WITH 2#5 REINFORCING BARS TOP AND BOTTOM. 3. MASONRY OPENINGS LESS THAN ** FEET SHALL BE SPANNED WITH 8"X8" CONCRETE LINTELS WITH 2#5 REINFORCING BARS BOTTOM. 4. LINTELS SHALL BEAR A MINIMUM OF 8" AT EACH END. 042204 LINTELS 1. STEEL WORK SHALL BE NEW AND CONFORM TO THE ANSI/AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. 2. MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT AS NOTED: WIDE FLANGE SHAPES ASTM A992 (Fy=50 KSI) ANGLES, CHANNELS AND PLATES ASTM A36 (Fy=36 KSI) PIPE ASTM A53, GRADE B (Fy=35 KSI RECTANGULAR HSS ASTM A500, GRADE C (Fy=50 KSI) ROUND HSS ASTM A500, GRADE C (Fy=46 KSI) HIGH STRENGTH BOLTS ASTM A325 OR A490 THREADED RODS ASTM A36 (Fy=36 KSI) HEAVY HEX NUTS ASTM A563 HARDENED STEEL WASHERS ASTM F436 DIRECT-TENSION-INDICATOR WASHERS ASTM F959 ANCHOR RODS ASTM F1554 GR. 36 (Fy=36 KSI) SHEAR STUD CONNECTORS ASTM A108 (Fu=65 KSI) 3. CONNECTIONS: A. BOLTS SHALL BE HIGH-STRENGTH, BEARING TYPE IN SNUG TIGHT CONDITION, U.N.O. TIGHTEN BY AN AISC APPROVED METHOD. B. WELDING ELECTRODES SHALL BE PER AWS D1.1. RETURN FILLET WELDS FOR FRAMED CONNECTIONS 1/2" AT EACH END. C. FIELD CONNECTIONS SHALL BE BOLTED, EXCEPT AS NOTED OTHERWISE. D. DETAIL FLOOR AND ROOF FRAMING CONNECTIONS FOLLOWING THE REQUIREMENTS SHOWN IN THE TYPICAL CONNECTION SCHEDULES SHOWN IN THESE DRAWINGS, BASED ON THE BEAM OR GIRDER SIZE. E. FOR THE PURPOSE OF CORRECTLY INTERPRETING THE CONNECTION SCHEDULES, GIRDERS SHALL BE CONSIDERED AS ANY FLOOR OR ROOF BEAM WHICH CARRIES OTHER FLOOR OR ROOF BEAMS, OR ANY FLOOR OR ROOF BEAM WHICH CARRIES STEEL COLUMNS. F. DETAIL DIAGONAL BRACING CONNECTIONS AS SHOWN IN THE DETAILS. IF NO DETAIL IS PROVIDED, DETAIL CONNECTION TO DEVELOP THE FULL TENSION CAPACITY OF THE DIAGONAL BRACING MEMBER. G. DETAIL MOMENT CONNECTIONS AS SHOWN IN THE DETAILS. IF NO DETAIL IS PROVIDED, DETAIL MOMENT CONNECTION USING FULL PENETRATION WELDS AT BEAM FLANGES. 4. HIGH STRENGTH BOLTS IN BEARING CONDITION SUPPORTING SIMPLE SPAN BEAMS NOT SUBJECT TO AXIAL LOADS MAY BE INSTALLED TO "SNUG TIGHT" CONDITION IF NORMAL, OR SHORT SLOTTED HOLES ARE USED. THE ENGINEER OF RECORD WILL BE THE ULTIMATE AUTHORITY IN THE USE OF "SNUG TIGHT" BOLTS. IF LONG SLOTTED OR OVERSIZED HOLES ARE USED, BOLTS MUST BE FULLY PRETENSIONED AND SLIP CRITICAL. PROPER SURFACE PREPARATION IS REQUIRED FOR SLIP CRITICAL BOLTS, INCLUDING OMISSION OF PRIMER OR FIRE PROOFING, AS APPROPRIATE. 5. BOLTS SHARING LOAD WITH WELDS IN A CONNECTION SHALL BE FULLY PRETENSIONED AND SLIP CRITICAL. 6. WHERE FULLY PRETENSIONED OR SLIP CRITICAL BOLTS ARE REQUIRED, TIGHTENING SHALL BE ACHIEVED USING EITHER TWIST-OFF TENSION CONTROL BOLTS OR DIRECT TENSION INDICATING WASHERS. 7. ALL STRUCTURAL STEEL EXPOSED TO EXTERIOR CONDITIONS SHALL BE HOT DIPPED GALVANIZED PER ASTM A123 AND ALL FASTENERS AND HARDWARE SHALL BE HOT DIPPED GALVANIZED PER ASTM A153. 8. GROUT UNDER BEARING PLATES SHALL BE NON-METALLIC, NON-SHRINK TYPE WITH A COMPRESSIVE STRENGTH OF AT LEAST 5,000 PSI IN 28 DAYS. 9. COMPOSITE FLOOR MEMBERS ARE DESIGNED TO BE UNSHORED UNLESS OTHERWISE NOTED. THE WEIGHT OF THE WET CONCRETE WILL RESULT IN DEFLECTIONS OF THE SUPPORTING STEEL DECK, BEAMS, AND GIRDERS. ALL OVERRUNS OF CONCRETE QUANTITIES ARE TO BE ANTICIPATED AND INCLUDED IN THE CONTRACTOR'S BID. THE CONTRACTOR SHALL COORDINATE EMBEDDED ITEMS REQUIRED FOR ARCHITECTURAL, STRUCTURAL, AND MECHANICAL ELEMENTS. CONCRETE FLOORS UTILIZING UNSHORED CONSTRUCTION SHALL BE SCREEDED LEVEL. 10. SIZE AND SPACING OF CONDUITS IN COMPOSITE SLABS SHALL COMPLY WITH THE REQUIREMENTS OF ASCE 73-91 UNLESS NOTED OTHERWISE ON DRAWINGS. 11. THE CAMBER OF STEEL MEMBERS SHALL BE VERIFIED IN THE SHOP AND THE FIELD. WHEN NO CAMBER IS INDICATED, TURN THE MEMBER NATURAL CAMBER UP. 12. APPLY FIREPROOFING TO STEEL STRUCTURE CALCULATING THE THICKNESS OF FIREPROOFING BY COMPARING THE ACTUAL MEMBER SIZE TO THE MEMBER SIZE USED IN THE DESIGNATED UL RATING AND ADJUSTING APPROPRIATELY. 051200 STRUCTURAL STEEL (CONN'S BY TLC) 1. WELDING SHALL BE DONE BY WELDERS WITH CURRENT CERTIFICATION IN ACCORDANCE WITH AWS D1.1. 2. WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUM DESIGN REQUIREMENTS. THE FABRICATOR'S SHOP DRAWINGS SHALL REFLECT WELDS IN ACCORDANCE WITH AWS REQUIREMENTS. 3. FULL PENETRATION GROOVE WELDS SHALL BE INSPECTED BY ULTRASONIC TESTING. TWENTY-FIVE PERCENT OF THE WELDS SHALL BE INSPECTED AT RANDOM UNLESS NOTED OTHERWISE. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 4. UNLESS NOTED OTHERWISE ON THE DRAWINGS, GROOVE WELDS SHALL BE FULL PENETRATION. 5. PROVIDE FILLET WELDS AT CONTACT POINTS BETWEEN STEEL MEMBERS SUFFICIENT TO DEVELOP THE ALLOWABLE TENSILE STRENGTH OF THE SMALLER MEMBER AT THE JOINT UNLESS DETAILED OTHERWISE ON THE DRAWINGS. THE MINIMUM FILLET WELD SIZE IS 3/16" UNLESS OTHERWISE NOTED. 051201 WELDING 1. SHEAR STUD CONNECTORS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE", SECTION 7 - STUD WELDING. 2. ATTACHMENT OF STUDS SHALL BE SUFFICIENT TO DEVELOP THE FULL CAPACITY OF EACH INDIVIDUAL STUD. 3. STUDS SHALL BE TYPE 'B', HEADED STUDS HAVING A MINIMUM TENSILE STRENGTH OF 65,000 PSI. AND SHALL BE OF LENGTH AND DIAMETER SHOWN ON STRUCTURAL DRAWINGS. 4. SEE PLANS FOR SPECIFIED NUMBER OF SHEAR CONNECTORS. 5. UNLESS NOTED OTHERWISE ON PLANS, SHEAR CONNECTORS SHALL BE EQUALLY DISTRIBUTED ALONG THE LENGTH OF BEAM. 6. MAXIMUM SPACING OF SHEAR CONNECTORS SHALL BE AS FOLLOWS: A. BEAMS PERPENDICULAR TO DECK SPAN = 36" B. BEAMS PARALLEL TO DECK SPAN = (8 X TOTAL SLAB THICKNESS) 7. SHEAR CONNECTORS SHALL BE PLACED IN A SINGLE ROW DIRECTLY OVER THE BEAM WEB, WHENEVER POSSIBLE. STUDS SHALL BE PLACED IN TWO OR THREE ROWS ONLY WHERE REQUIRED IN ORDER TO PLACE THE TOTAL NUMBER OF STUDS. 8. WHERE STEEL DECK CORRUGATIONS DO NOT ALLOW FOR AN EVEN SPACING OF SHEAR CONNECTORS WITH ONE STUD IN EACH FLUTE, ADDITIONAL STUDS IN A SECOND ROW (AND THIRD ROW WHERE REQUIRED) SHALL BE PLACED SUCH THAT THE HIGHEST DENSITY OF SHEAR CONNECTORS OCCURS NEAR THE BEAM SUPPORT. 9. SUBMIT SHOP DRAWINGS SHOWING PLACEMENT OF SHEAR CONNECTORS FOR ENGINEER'S APPROVAL. 051202 SHEAR STUD CONNECTORS 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S003 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP GENERAL NOTES B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 No. Description Date 1. SHALL BE GALVANIZED G90, CORRUGATED STEEL COMPOSITE DECK OF GAGE AND DEPTH INDICATED ON DRAWINGS, CONFORMING TO STEEL DECK INSTITUTE SPECIFICATION FOR COMPOSITE FLOOR DECK. 2. DECK SHALL HAVE DEFORMATIONS TO PROVIDE ADEQUATE MECHANICAL INTERLOCKING BETWEEN DECK AND CONCRETE FOR COMPOSITE ACTION. 3. PROVIDE 5/8" DIAMETER PUDDLE WELDS IN A 36/4 PATTERN AT SUPPORTS, AND AT 12" C/C ALONG EDGE SUPPORTS. 4. SIDE LAPS BETWEEN DECKS SHALL BE WELDED OR FASTENED USING #10 TEK SCREWS AT A MAXIMUM SPACING OF 36 INCHES, WITH NO LESS THAN (2) #10 TEKS SCREWS PER SIDE LAP SPAN. 5. BUTTON PUNCHING OF SIDE LAPS IS NOT PERMITTED. 6. CONDUIT LOCATED IN SLAB ON METAL DECK SHALL BE NO GREATER THAN 3/4" DIA. AND SHALL BE GALVANIZED STEEL CONDUIT. 7. MAINTAIN 2" MINIMUM COVER OVER CONDUIT AT ALL TIMES, INCLUDING LOCATIONS WHERE CONDUITS CROSS EACH OTHER. CONDUITS SHALL CROSS AT 90 DEGREES TO EACH OTHER. 8. CONDUIT IN CONCRETE SLAB ON METAL DECK SHALL NOT BE SPACED CLOSER THAN 6" O.C. MINIMUM. 9. DO NOT RUN CONDUIT CONTINUOUSLY IN DECK FLUTES. 10. CONDUIT SHALL BE ADEQUATELY FASTENED TO DECK TO PREVENT SHIFTING DURING CONCRETE POUR. 053101 COMPOSITE STEEL DECK 1. SHALL BE GALVANIZED G90, TYPE "B" STEEL ROOF DECK OF GAGE AND DEPTH INDICATED ON DRAWINGS, AND SHALL CONFORM TO THE PROVISIONS OF THE STEEL DECK INSTITUTE (SDI) SPECIFICATIONS FOR STEEL ROOF DECK. 2. DECK SHALL BE VENTED IN AREAS TO RECEIVE LIGHT WEIGHT INSULATING CONCRETE FILL, PER FBC SECTION 1917.4.1; COORDINATE VENTING AREA REQUIREMENT W/ INSULATING FILL MANUFACTURER. 3. DECK CENTERING SHALL BE PLACED IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS AND SHALL BE CONTINUOUS OVER AT LEAST 3 SPANS. 4. WELD PATTERN AT MAIN DECK SUPPORTS, AND SIDELAP CONNECTIONS, SHALL BE AS INDICATED ON ROOF DECK FASTENING DIAGRAM. PROVIDE 5/8" PUDDLE WELDS AT 12" O.C. ALONG EDGE SUPPORTS, UNLESS NOTED OTHERWISE. 5. DECK SHALL BE TOPPED WITH TYPE II INSULATING FILL CONSISTING OF RIGID INSULATING BOARD COVERED WITH TWO OR MORE INCHES OF LIGHT WEIGHT INSULATING CONCRETE OVER THE TOP (MAX. 30 P.C.F. OVEN DRY DENSITY). 6. METAL DECK MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE AND ALL DESIGN SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARDS. 7. DO NOT HANG MEP SYSTEMS (DUCTWORK, ROOF DRAIN OR FIRE PROTECTION PIPING, ETC) FROM ROOF DECK. ALL EQUIPMENT IS TO BE HUNG FROM ROOF BEAMS. SEE SECTION 5210 FOR ROOF JOIST REQUIREMENTS. 053102 STEEL ROOF DECK 1. ENGINEERED RAILING SYSTEM AND CONNECTION OF SAME TO THIS STRUCTURE SHALL BE DESIGNED BY REGISTERED PROFESSIONAL ENGINEER. 2. THE CONFIGURATION OF THE RAILING SYSTEM SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. 3. RAILING SYSTEM AND CONNECTIONS SHALL BE DESIGNED FOR APPLICABLE LOADS AS INDICATED ON THE DRAWINGS AND IN THE BUILDING CODE. 4. THE LOADS SHALL BE CLEARLY INDICATED ON SHOP DRAWINGS AND SHALL COMPLY WITH ALL APPLICABLE CODES. 5. SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTIONS UTILIZED WITHIN THE RAILING SYSTEM AS WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN ON THESE DRAWINGS. 6. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER. 055213 RAILINGS 1. SEE THE FOLLOWING GEOTECHNICAL REPORT FOR COMPLETE GEOTECHNICAL RECOMMENDATIONS AND INSTALLATION PROCEDURES. SITE PREPARATION AND FOUNDATION INSTALLATION SHALL COMPLY WITH: REPORT No. 8753 PREPARED BY: JACA & SIERRA TITLED: Knud Hansen New Administration Office Building, St. Thomas, USVI DATED: AUGUST 1, 2025 2. FOLLOW THE RECOMMENDATIONS LISTED IN THE GEOTECHNICAL REPORT FOR SITE PREPARATION WORK. AT A MINIMUM, SITE PREPARATION WORK SHALL INCLUDE: A. STRIPPING AND GRUBBING OF THE BUILDING FOOTPRINT PLUS A MARGIN OF 5 FEET AROUND THE BUILDING, REMOVING ALL ORGANIC MATERIALS. B. PROOF ROLLING THE BUILDING SITE TO LOCATE ANY UNFORESEEN SOFT AREAS. ANY SOFT AREAS SHALL BE EXCAVATED AND REPLACED WITH CLEAN FILL. A DENSITY OF AT LEAST 95% FOR A DEPTH OF 2 FEET IS REQUIRED UNDER THE BUILDING FOOTPRINT. C. ALL FILL SHALL BE CLEAN SAND AND FREE OF ORGANIC MATERIALS. COMPACT FILL IN 12 INCH (UNCOMPACTED THICKNESS) LIFTS TO A MINIMUM OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY VALUE. D. EXCAVATIONS FOR FOUNDATIONS SHALL BE COMPACTED TO 95% FOR A DEPTH OF AT LEAST 2 FEET BELOW THE BOTTOM OF THE FOUNDATION. E. DEWATERING MAY BE REQUIRED TO ACHIEVE THE REQUIRED COMPACTION VALUES, AND IF USED, SHOULD DRAW DOWN THE WATER LEVEL TO AT LEAST 2 FEET BELOW THE BOTTOM OF THE EXCAVATION. 3. SLABS ON GRADE SHALL BE PLACED OVER A 15 MIL, CLASS "A" VAPOR RETARDER. VAPOR RETARDER SHALL BE LAPPED A MINIMUM OF 6", OR AS RECOMMENDED BY THE MANUFACTURER (WHICHEVER IS GREATER) AND TAPED AT ALL JOINTS. ALL PUNCTURES IN THE VAPOR RETARDER SHALL BE REPAIRED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. ALL PENETRATIONS THROUGH THE VAPOR RETARDER (COLUMNS, PLUMBING, CONDUITS, ETC) SHALL BE SEALED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. VAPOR RETARDER SHALL BE CONTINUOUS UNDER WALL FOUNDATIONS OR SEALED TO EXTERIOR WALLS PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 4. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE BEARING PRESSURE OF 2,500 PSF. 5. CANTILEVERED RETAINING WALL AND RESTRAINED FOUNDATION WALL DESIGN IS BASED ON THE FOLLOWING SOIL PROPERTIES: ACTIVE SOIL PRESSURE COEFFICIENT (Ka) 0.31 AT-REST SOIL PRESSURE COEFFICIENT (Ko) 0.41 PASSIVE SOIL PRESSURE COEFFICIENT (Kp) 3.25 SATURATED SOIL UNIT WEIGHT 135 PCF COEFFICIENT OF FRICTION 0.35 312002 FOUNDATIONS - W/ SOIL REPORTS 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S004 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP GENERAL NOTES B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 No. Description Date 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S005 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP SPECIAL INSPECTIONS TABLES B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 TABLE 2. REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD 01. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS AND PLACEMENT --- X ACI 318: 3.5, 7.1 - 7.6.7 02. INSPECTION OF REINFORCING STEEL WELDING X --- AWS D1.4 ACI 318: 3.5.2 03. INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED X --- ACI 318: 8.1.3 04. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE X --- ACI 318: 3.8.6, 8.1.3 05. VERIFYING USE OF REQUIRED DESIGN MIX --- X ACI 318: CH. 4, 5.2 - 5.4 06. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TEST, PERFORM SLUMP AND AIR CONTENT TEST, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. X --- ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8 07. INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES X --- ACI 318: 5.9, 5.10 08. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES --- X ACI 318: 5.11 - 5.13 09. INSPECTION OF PRESTRESSED CONCRETE: A. X --- ACI 318: 18.20 B. X --- ACI 318: 18.18.4 10. --- X ACI 318: CH. 16 11. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS --- X ACI 318: 6.2 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED --- X ACI 318: 6.1.1 TABLE 1. REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD 1. MATERIAL VERIFICATION OF HIGH - STRENGTH BOLTS, NUTS AND WASHERS A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS --- X AISC 360, SECTION A3.3 AND APPLICABLE ASTM MATERIAL STANDARDS B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED --- X --- 2. INSPECTION OF HIGH - STRENGTH BOLTING A. SNUG - TIGHT JOINTS --- X AISC 360, SECTION M2.5 B. PRETENSIONED AND SLIP - CRITICAL JOINTS USING TURN - OF - NUT WITH MATCHMARKING, TWIST - OFF BOLT OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION --- X AISC 360, SECTION M2.5 C. PRETENSIONED AND SLIP - CRITICAL JOINTS USING TURN - OF - NUT WITHOUT MATCHMARKING OR CALIBRATED METHODS OF INSTALLATION X --- AISC 360, SECTION M2.5 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD - FORMED STEEL DECK A. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360 --- X AISC 360, SECTION M5.5 B. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS --- X APPLICABLE ASTM MATERIAL STANDARDS C. MANUFACTURER'S CERTIFIED TEST REPORTS --- X 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS --- X AISC 360, SECTION A3.5 AND APPLICABLE AWS A5 DOCUMENT B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED --- X --- 5. INSPECTION OF WELDING A. STRUCTURAL STEEL AND COLD - FORMED STEEL DECK 1. COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS X --- AWS D1.1 2. MULTIPASS FILLET WELDS X --- AWS D1.1 3. SINGLE - PASS FILLET WELDS > 5/16" X X AWS D1.1 4. PLUG AND SLOT WELDS X --- AWS D1.1 5. SINGLE - PASS FILLET WELDS < = 5/16" --- X AWS D1.1 6. FLOOR AND ROOF DECK WELDS --- X AWS D1.3 B.REINFORCING STEEL 1. VERIFICATION OF WELDABILITY OF REINFORNG STEEL OTHER THAN ASTM A706 --- X AWS D1.4 ACI 318: 3.5.2 2. REINFORCING STEEL - RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT X --- AWS D1.4 ACI 318: 3.5 3. SHEAR REINFORCEMENT X --- AWS D1.4 ACI 318: 3.5 4. OTHER REINFORCING STEEL --- X AWS D1.4 ACI 318: 3.5 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE A. DETAILS SUCH AS BRACING AND STIFFENING --- X --- B. MEMBER LOCATIONS --- --- C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION --- --- TABLE 4. REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD 01. INSTALLATION OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS B. BRIDGING - HORIZONTAL OR DIAGONAL --- X A. END CONNECTIONS - WELDING OR BOLTING --- X SJI SPECIFICATION LISTED IN 2207.1 OF THE 2015 IBC 02. STANDARD BRIDGING --- X SJI SPECIFICATION LISTED IN 2207.1 OF THE 2015 IBC 03. BRIDGING THAT DIFFERS FROM SJI SPECIFICATIONS LISTED IN SECTION 2207.1 OF THE 2015 IBC --- X CONFORMS TO QUALITY ASSURANCE INSPECTION REQUIREMENTS OF SDI QA/QC X X COLD-FORMED STEEL DECK INSPECTION OF WELDING: CONFORMS TO QUALITY ASSURANCE INSPECTION REQUIREMENTS OF SDI QA/QC X X MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK: CONTINUOUS PERIODIC YES NO VERIFICATION AND INSPECTION REQUIRED REQUIRED VERIFICATION AND INSPECTION OF COLD FORM STEEL CONSTRUCTION TABLE 1705.2.2 a. WHERE APPLICABLE, SEE SECTION 1705.12, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. 2. BRIDGING THAT DIFFERS FROM THE SJI SPECIFICATIONS LISTED IN SECTION 2207.1. -- X -- 1. STANDARD BRIDGING. -- X SJI SPECIFICATIONS LISTED IN SECTION 2207.1. b. BRIDGING - HORIZONTAL OR DIAGONAL. -- -- -- a. END CONNECTIONS - WELDING OR BOLTED -- X SJI SPECIFICATIONS LISTED IN SECTION 2207.1. 1. INSTALLATION OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS. TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION REFERENCED STANDARD REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS TABLE 1705.2.3 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. - X ACI 318: 26.11.1.2 (B) 11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS - X ACI 318: 26.11.2 - 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS - X ACI 318: 26.9 - B. GROUTING OF BONDED PRESTRESSING TENDONS X - ACI 318: 26.10 - A. APPLICATION OF PRESTRESSING FORCES X - ACI 318: 26.10 - 9. INSPECT PRESTRESSED CONCRETE FOR: 8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. - X ACI 318: 26.5.3-26.5.5 1908.9 7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. X - ACI 318: 26.5 1908.6, 1908.7, 1908.8 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. X - ASTM C 172, ASTM C 31, ACI 318: 26.5, 26.12 1908.10 5. VERIFY USE OF REQUIRED DESIGN MIX - X ACI 318: CH 19, 26.4.3, 26.4.4 1904.1, 1904.2, 1908.2, 1908.3 B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOAD. 4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS X - ACI: 17.8.2.4, 17.8.2 - 3. INSPECT ANCHORS CAST IN CONCRETE - X ACI 318: 17.8.2 - C. INSPECT ALL OTHER WELDS X - - B. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16" - X - A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 - X AWS D1.4, ACI 318: 26.6.4 - 2. INSPECT REINFORCING BAR WELDING 1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT. - X ACI 318: CH 20, 25.2, 25.3, 26.6.1-26.6.3 1908.4 VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCE STANDARD IBC REFERENCE REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION TABLE 1705.3 5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. - X 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. X - 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. - X 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. - X 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. - X TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS TABLE 1705.6 7. FOR SPECIALTY ELEMENTS, PERFORM ADDITIONAL INSPECTIONS AS DETERMINED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. - - 6. FOR CONCRETE ELEMENTS AND CONCRETE-FILLED ELEMENTS, PERFORM TESTS AND ADDITIONAL SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705.3 - - 5. FOR STEEL ELEMENTS, PERFORM ADDITIONAL SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705.2 - - 4. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM TYPE AND SIZE OF HAMMER, RECORD NUMBER OF BLOWS PER FOOT OF PENETRATION, DETERMINE REQUIRED PENETRATIONS TO ACHIEVE DESIGN CAPACITY, RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT ANY DAMAGE TO FOUNDATION ELEMENT. X - 3. INSPECT DRIVING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH ELEMENT. X - 2. DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT ADDITIONAL LOAD TESTS, AS REQUIRED. X - 1. VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS COMPLY WITH THE REQUIREMENTS. X - TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.7 3. FOR CONCRETE ELEMENTS, PERFORM TESTS AND ADDITIONAL SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705.3 - - 2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM ELEMENT DIAMETERS, BELL DIAMETERS (IF APPLICABLE), LENGTHS, EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND ADEQUATE END-BEARING STRATA CAPACITY. RECORD CONCRETE OR GROUT VOLUMES. X - 1. INSPECT DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH ELEMENT. X - TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS TABLE 1705.8 VERIFY THE INSTALLATION OF COMPONENTS REQUIRING SPECIAL INSPECTIONS PER OTHER PARTS OF THE STATEMENT OF SPECIAL INSPECTION. X VERIFY THE ERECTION AND FASTENING OF EXTERIOR VENEER. X X VERIFY THE ERECTION AND ATTACHMENT OF INTERIOR AND EXTERIOR NONBEARING WALLS. X X VERIFY THE FASTENING OF EXTERIOR CLADDING. X X CONTINUOUS PERIODIC YES NO VERIFICATION AND INSPECTION REQUIRED REQUIRED VERIFICATION AND INSPECTION OF ARCHITECTURAL, MECHANICAL AND ELECTRICAL COMPONENTS TABLE 1705.12.5/6 No. Description Date 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S006 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP SPECIAL INSPECTIONS TABLES B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS TYPE. CHECK WELDING EQUIPMENT O - ● TACKING (TACK WELD QUALITY AND LOCATION) ● CLEANLINESS (CONDITION OF STEEL SURFACES) ● DIMENSIONS (ALIGNMENT, GAPS AT ROOT) FIT-UP OF FILLET WELDS O O CONFIGURATION AND FINISH OF ACCESS HOLES ● TACKING (TACK WELD QUALITY AND LOCATION) ● CLEANLINESS (CONDITION OF STEEL SURFACES) ● DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) ● JOINT PREPARATIONS FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y- AND K-JOINTS WITHOUT BACKING (INCLUDING JOINT GEOMETRY) P O ● BACKING TYPE AND FIT (IF APPLICABLE) ● TACKING (TACK WELD QUALITY AND LOCATION) ● CLEANLINESS (CONDITION OF STEEL SURFACES) ● DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) ● JOINT PREPARATIONS FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) O O WELDER IDENTIFICATION SYSTEM O O MATERIAL IDENTIFICATION (TYPE/GRADE) O O MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P P WPS AVAILABLE P P WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS P O INSPECTION TASKS PRIOR TO WELDING QC QA INSPECTION TASKS PRIOR TO WELDING AISC 360-16 TABLE N5.4-1 AISC 360-16 SECTION N5- REQUIRED SPECIAL INSPECTIONS AND TESTING FOR STEEL CONSTRUCTION. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P ● EACH PASS MEETS QUALITY REQUIREMENTS ● EACH PASS WITHIN PROFILE LIMITATIONS ● INTERPASS AND FINAL CLEANING WELDING TECHNIQUES O O ● PROPER POSITION (F, V, H, OH) ● INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) ● PREHEAT APPLIED ● SHIELDING GAS TYPE/FLOW RATE ● SELECTED WELDING MATERIALS ● TRAVEL SPEED ● SETTINGS ON WELDING EQUIPMENT WPS FOLLOWED O O ● PRECIPITATION AND TEMPERATURE ● WIND SPEED WITHIN LIMITS ENVIRONMENTAL CONDITIONS O O NO WELDING OVER CRACKED TACK WELDS O O ● EXPOSURE CONTROL ● PACKAGING CONTROL AND HANDLING OF WELDING CONSUMABLES O O INSPECTION TASKS DURING WELDING QC QA INSPECTION TASKS DURING WELDING AISC 360-16 TABLE N5.4-2 ²AFTER ROLLED HEAVY SHAPES (SEE SECTION A3.1c) AND BUILT-UP HEAVY SHAPES (SEE SECTION A3.1d) ARE WELDED, VISUALLY INSPECT THE WELD ACCESS HOLE FOR CRACKS. ¹WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE k-AREA, VISUALLY INSPECT THE WEB k-AREA FOR CRACKS WITHIN 3IN. (75MM) OF THE WELD. NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE EOR O O DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P REPAIR ACTIVITIES P P BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) P P WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES² P P k-AREA¹ P P ARC STRIKES P P ● POROSITY ● UNDERCUT ● WELD SIZE ● WELD PROFILES ● CRATER CROSS SECTION ● WELD/BASE-METAL FUSION ● CRACK PROHIBITION WELDS MEET VISUAL ACCEPTANCE CRITERIA P P SIZE, LENGTH AND LOCATION OF WELDS P P WELDS CLEANED O O INSPECTION TASKS AFTER WELDING QC QA INSPECTION TASKS AFTER WELDING AISC 360-16 TABLE N5.4-3 PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS. O O PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCEMENTED FOR FASTENER ASSEMBLES AND METHODS USED P O CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPERATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS. O O CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL O O CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE O O FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS O P INSPECTION TASKS PRIOR TO BOLTING QC QA INSPECTION TASKS PRIOR TO BOLTING TABLE N5.6-1 FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES. O O FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O O JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION. O O FASTENER ASSEMBLES PLACED IN ALL HOLES AND WASHERS AND NUTS ARE POSITIONED AS REQUIRED. O O INSPECTION TASKS DURING BOLTING QC QA INSPECTION TASKS DURING BOLTING TABLE N5.6-2 DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P INSPECTION TASKS AFTER BOLTING QC QA INSPECTION TASKS AFTER BOLTING TABLE N5.6-3 No. Description Date C&C WIND PRESSURE PLAN NOTES: ZONE 4/5 WALL PRESSURE SECTION AT ALCOVE SECTION AT ROOF TRUSS ROOF TRUSS ZONE 4/5 WALL PRESSURE ZONE 2/3 ROOF PRESSURE 1. PRESSURES SHOWN AS NOMINAL COMPONENTS AND CLADDING PRESSURES HAVE BEEN CONVERTED FROM ULTIMATE PRESSURES USING A 0.6 MULTIPLIER FACTOR. NO FURTHER REDUCTION IS ALLOWED. A - INDICATES TRIBUTARY AREA IN S.F. a - INDICATES END ZONE WIDTH IN FT. h - MEAN ROOF HEIGHT IN FT. Vult - INDICATES ULTIMATE DESIGN WIND SPEED IN MPH Vasd - INDICATES NOMINAL DESIGN WIND SPEED IN MPH 2. GROSS PRESSURES ARE FOR JOISTS, WINDOWS, DOORS, VENEER, LIGHT GAGE METAL FRAMING, METAL DECK ATTACHMENTS, ROOFING, ROOFING ACCESSORIES AND OTHER BUILDING COMPONENTS AND CLADDING. 3. GROSS PRESSURES SHALL BE LINEARLY INTERPOLATED FOR (A) NOT SHOWN IN TABLE. 4. POSITIVE PRESSURES INDICATE PRESSURES ACTING TOWARD A PROJECTED SURFACE. NEGATIVE PRESSURES INDICATE PRESSURES ACTING AWAY FROM A PROJECTED SURFACE. 5. ROOF AND ZONES THRU 6. WALL ZONES AND 7. NET DESIGN ROOF PRESSURES SHALL BE CALCULATED USING THE SELF-WEIGHT (DEAD LOAD) OF THE MATERIALS. HOWEVER, THE MAXIMUM REDUCTION OF WIND UPLIFT PRESSURES SHALL BE LIMITED TO THE SELF WEIGHT OF THE ROOF SYSTEM PLUS 5 PSF FOR SUPERIMPOSED DEAD LOADS. 8. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING EQUALS +0.18 AND -0.18. 9. ROOF TOP EQUIPMENT SHALL BE DESIGNED FOR A NOMINAL LATERAL PRESSURE OF 104.6 PSF AND A SIMULTANEOUS NOMINAL UPLIFT PRESSURE OF 82.6 PSF (ROOF TOP EQUIPMENT PER IBC SECTION 1620.6 WITH Qh = 55.1 PSF) 10. AT ALCOVES AND CANOPIES, THE TOTAL UPLIFT PRESSURE ON THE ALCOVE SOFFIT OR CANOPY SHALL EQUAL THE WALL PRESSURE IN THAT AREA. 11. NOMINAL PARAPET DESIGN WIND PRESSURE LOAD CASES: LOAD CASE 1: OUTSIDE FACE: +59.5 PSF (ZONE 4) AND +59.5 PSF (ZONE 5) INSIDE FACE: -178.4 PSF (ZONE 2) AND -228.6 PSF (ZONE 3) LOAD CASE 2: OUTSIDE FACE: -105.4 PSF (ZONE 4) AND -120.4 PSF (ZONE 5) INSIDE FACE: +59.5 PSF NOTE THAT CASE 1 & CASE 2 WIND PRESSURES ARE APPLIED INDEPENDENTLY. 1 3 4 5 SECTION AT CANOPY UPPER SURFACE PRESSURES, REFER TO SCHEDULE LOWER SURFACE PRESSURES, REFER TO SCHEDULE CANOPY, REFER TO PLAN AND SECTION FOR ADD'L INFORMATION CANOPY SUPPORT STRUCTURE ZONE (PSF) A (SF) a (FT) BUILDING ULTIMATE C&C WIND PRESSURES (ASCE 7-22) ZONE (PSF) ZONE (PSF) ZONE (PSF) +44.0 -172.5 +41.3 -161.1 +37.6 -146.1 +34.9 -134.7 1 2 4 5 +99.1 -107.4 +94.7 -103.0 +88.9 -97.2 +84.5 -92.8 ROOF WALL ZONE (PSF) 3 h (FT) PARAPET LOAD CASE 1 PARAPET LOAD CASE 2 OUTSIDE INSIDE OUTSIDE INSIDE +59.5 PSF (Z4 & Z5) -178.4 PSF (Z2) / -228.6 PSF (Z3) -105.4 PSF (Z4) / -120.4 PSF (Z5) +59.5 PSF <10 20 50 100+ Vult (MPH) Vasd (MPH) 10' - 2" 180 139 56' - 0" MAIN ZONE (PSF) A (SF) a (FT) BUILDING NOMINAL C&C WIND PRESSURES (ASCE 7-22) ZONE (PSF) ZONE (PSF) ZONE (PSF) +26.4 -103.5 +24.8 -96.7 +22.6 -87.7 +20.9 -80.8 1 2 4 5 +59.5 -64.4 +56.8 -61.8 +53.3 -58.3 +50.7 -55.7 ROOF WALL ZONE (PSF) 3 h (FT) <10 20 50 100+ Vult (MPH) Vasd (MPH) 180 139 MAIN +44.0 -227.6 +41.3 -212.9 +37.6 -193.6 +34.9 -179.0 +44.0 -310.2 +41.3 -280.9 +37.6 -242.2 +34.9 -212.9 +99.1 -132.1 +94.7 -123.4 +88.9 -111.7 +84.5 -103.0 10' - 2" 56' - 0" +26.4 -136.5 +24.8 -127.8 +22.6 -116.2 +20.9 -107.4 +26.4 -186.1 +24.8 -168.5 +22.6 -145.3 +20.9 -127.8 +59.5 -79.3 +56.8 -74.0 +53.3 -67.0 +50.7 -61.8 RIDGELINE 2 2 2 2 1 1 1 3 TYP 33' - 7" TYP 33' - 7" TYP 11' - 2" 3 3 3 3 3 TYP 33' - 7" TYP 33' - 7" TYP 11' - 2" TYP 11' - 2" 4 TYP 10' - 2" TYP 10' - 2" 5 5 4 4 4 4 4 4 5 5 4 4 5 5 5 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S007 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP COMPONENTS & CLADDING WIND LOAD DIAGRAM B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 3/32" = 1'-0" 2 COMPONENTS AND CLADDING WIND LOAD DIAGRAM No. Description Date A B C D E A.1 A.2 D.2 1 2 3 4 5 6 7 8 8.1 1.1 G.A G.B G.C G.D G.E B.1 D.1 3.1 6.1 G.1 G.2 G.3 G.4 G.5 G.6 S201 1 S102 1 1 S301 2 S301 3 S301 1 S302 2 S302 F14.0 F12.0 F12.0 F8.0 F14.0 F13.0 F13.0 F12.0 F12.0 F12.0 F11.0 F8.0 F8.0 F11.0 F11.0 F11.0 F14.0 F10.0 F12.0 F13.0 F14.0 F14.0 F13.0 F11.0 F14.0 F14.0 F11.0 F12.0 F10.0 F6.0 F8.0 F10.0 F8.0 F8.0 F14.0 F13.0 24" MAT FOUNDATION 24" MAT FOUNDATION 24" MAT FOUNDATION 8'X2.5' 8'X2.5' 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S101 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP OVERALL FOUNDATION PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 3/32" = 1'-0" 1 OVERALL FOUNDATION AND SLAB PLAN No. Description Date A B C D E A.1 A.2 D.2 1 2 3 4 5 6 7 8 8.1 1.1 B.1 D.1 3.1 6.1 G.1 G.2 G.3 G.4 G.5 G.6 TYP 2 TYP 1 12' - 0" 31' - 6" 31' - 6" 31' - 6" 31' - 6" 21' - 0" 10' - 6" 31' - 6" 20' - 0" 11' - 6" 232' - 6" 12' - 0" 11' - 6" 4' - 6" 27' - 0" 1' - 0" 28' - 0" 2' - 6" 10' - 6" 15' - 0" 112' - 0" TYP 3 TYP 3 TYP 4 SW-1 SW-1 TYP 8 SW-1 SW-1 TYP 8 TYP 8 TYP 4 TYP 8 SW-1 TYP 4 TYP 5 SW-2 1 S301 2 S301 3 S301 2 S302 SW-2 SW-2 SW-2 SW-1 SW-1 7 EL 49' - 6" EL 49' - 0" EL 41' - 6" T/ MAT FDN T/ SLAB T/ SLAB SW-1 TYP 8 9 SW-1 SW-1 SW-1 SW-1 TYP 10 1. SEE CIVIL DRAWINGS FOR EXTERIOR SLAB CONSTRUCTION LOCATIONS AND ELEVATIONS. 2. CONTRACTOR SHALL COORDINATE ALL DOOR AND WINDOW ROUGH OPENINGS IN TILT PANELS WITH ARCHITECTURAL DRAWINGS AND MNFR PRIOR TO FABRICATION. CONTRACTOR TO COORDINATE MISCELLANEOUS OPENINGS WITH MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION PRIOR TO FABRICATION. ALL PANELS SHALL MEET MINIMUM PANEL REQUIREMENTS ON THESE DRAWINGS FOR THICKNESS AND REINFORCING AND SHALL HAVE A 2'-0" MINIMUM LEG BETWEEN OPENINGS AND PANEL JOINTS. 3. FX.X INDICATES SPREAD FOUNDATION, REFER TO SCHEDULE FOR SIZE AND REINFORCING. 4. WFX.X INDICATES CONTINUOUS WALL FOUNDATION, REFER TO SCHEDULE FOR SIZE AND REINFORCING. 5. CJ INDICATES SAW CUT CRACK CONTROL JOINTS, REFER TO TYPICAL DETAIL . GENERAL NOTES • T/FDN EL. = -X'-X", UNO • T/SLAB EL. = 0'-0", UNO STRUCTURAL ELEVATIONS 1. 4" CONC. SLAB-ON-GRADE ON COMPACTED TERMITE TREATED SUB-GRADE ON 15 MIL CLASS-A VAPOR BARRIER. REINFORCE W/ 6X6 W2.1XW2.1 WWF (FLAT SHEETS) AT SLAB MID-DEPTH 2. 6" CONC. SLAB-ON-GRADE ON COMPACTED TERMITE TREATED SUB-GRADE ON 15 MIL CLASS-A VAPOR BARRIER. REINFORCE W/ 6X6 W2.1XW2.1 WWF (FLAT SHEETS) AT SLAB MID-DEPTH 3. 12" CONCRETE RETAINING WALLS. REFER TO SCHEDULE FOR REINFORCING. 4. (SW-1) 12" CONCRETE REINFORCED WALLS. REFER TO SCHEDULE FOR REINFORCING. 5. (SW-2) 16" CONCRETE REINFORCED WALLS. REFER TO SCHEDULE FOR REINFORCING. 6. PROVIDE ISOLATION JOINT AT EACH COLUMN, SEE TYPICAL DETAIL. 7. 24" MAT FOUNDATION. REFER TO DETAIL FOR REINFORCING. 8. 12" CONCRETE CISTERN WALLS 9. 14" CONCRETE SLAB AT CISTERNE LID 10. CONCRETE COLUMNS AS PART OF THE WALL CLADDING SYSTEM # KEYNOTE LEGEND 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S102 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP ENLARGED FOUNDATION AND SLAB PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 1/8" = 1'-0" 1 ENLARGED FOUNDATION AND SLAB PLAN No. Description Date A B C D E A.1 A.2 D.2 1 2 3 4 5 6 7 8 8.1 1.1 12' - 0" 31' - 6" 31' - 6" 31' - 6" 31' - 6" 31' - 6" 31' - 6" 31' - 6" 20' - 0" 11' - 6" B.1 D.1 3.1 6.1 W24X55 W24X55 W24X55 W24X55 W24X55 W24X55 W16X31 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W16X26 W8X10 W12X14 W18X35 W18X35 W12X19 W21X44 W21X44 W12X16 W18X35 W18X35 W18X35 W16X31 W8X10 W8X10 W16X26 W18X35 24 x 30 W21X50 W16X31 W12X14 W12X14 W24X55 W24X55 W21X50 W8X10 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 W21X50 24 x 30 12 x 24 W16X31 W18X35 TYP 1 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12 x 24 12' - 0" 31' - 6" 31' - 6" 31' - 6" 31' - 6" 21' - 0" 10' - 6" 31' - 6" 20' - 0" 11' - 6" 232' - 6" 12' - 0" 11' - 6" 4' - 6" 27' - 0" 1' - 0" 28' - 0" 2' - 6" 10' - 6" 15' - 0" 112' - 0" TYP 4 TYP 4 TYP 4 TYP 4 12 x 24 12 x 24 12 x 24 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 24 x 30 12 x 24 12 x 24 12 x 24 24 x 30 12 x 24 12 x 24 1. CONTRACTOR SHALL COORDINATE ALL DOOR AND WINDOW ROUGH OPENINGS IN CONCRETE REINFORCED WALLS WITH ARCHITECTURAL DRAWINGS AND MNFR PRIOR TO FABRICATION. CONTRACTOR TO COORDINATE MISCELLANEOUS OPENINGS WITH MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION PRIOR TO FABRICATION. GENERAL NOTES • T/MAIN FLOOR SLAB EL. = 64'-6", UNO • T/STEEL EL. = 63'-11 1/2", UNO • T/TIE BEAM EL. = X'-X", UNO STRUCTURAL ELEVATIONS 1. 4 1/2" NW CONC REINFORCED W/ XXX WX.XxX.X WWF (FLAT SHEETS), ON GX0 XXXXX STEEL DECK (6 1/2" TOTAL THICKNESS) 2. CONT LXxXxX/X (LLV DECK SUPPORT ANGLE. SEE TYPICAL DETAIL FOR ADDITIONAL INFORMATION. 3. PRE-ENGINEERED METAL PAN STAIR PER DELEGATED SPECIALTY ENGINEER. 4. 6" CAST IN PLACE CONCRETE SLAB # KEYNOTE LEGEND 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S103 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP ENLARGED MAIN FLOOR FRAMING PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 1/8" = 1'-0" 1 MAIN FLOOR FRAMING PLAN No. Description Date A B C D E A.1 A.2 D.2 1 2 3 4 5 6 7 8 8.1 1.1 B.1 D.1 3.1 6.1 W24X55 W24X55 W24X55 W24X55 W24X55 W24X55 W16X31 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W8X10 W16X26 W16X31 W18X35 W12X19 W21X44 W21X44 W12X19 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W16X31 W8X10 W8X10 W16X26 W12X19 W18X35 W8X10 W8X10 W8X10 W12X19 W24X55 W16X31 W16X26 W16X26 W16X31 W16X31 W16X31 W24X55 W24X55 W21X50 W16X26 W21X44 W24X55 W24X55 W16X26 W12X19 W16X31 W18X35 W21X50 W8X10 W16X31 W8X10 W18X35 W24X55 W24X55 W24X55 W16X26 W8X10 W18X35 W18X35 W18X35 W18X35 W18X35 W8X10 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W16X31 W16X31 W24X55 W21X50 W24X55 W16X26 W18X35 W18X35 W18X35 W18X35 W18X35 W16X31 W12X19 W12X19 W12X19 W16X31 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W16X31 W12X16 W8X10 W12X14 W12X16 W12X14 W10X12 W24X55 W24X55 W12X14 TYP 1 12' - 0" 11' - 6" 4' - 6" 27' - 0" 1' - 0" 28' - 0" 2' - 6" 10' - 6" 15' - 0" 112' - 0" 12' - 0" 31' - 6" 31' - 6" 31' - 6" 31' - 6" 21' - 0" 10' - 6" 31' - 6" 20' - 0" 11' - 6" 232' - 6" 1. CONTRACTOR SHALL COORDINATE ALL DOOR AND WINDOW ROUGH OPENINGS IN CONCRETE REINFORCED WALLS WITH ARCHITECTURAL DRAWINGS AND MNFR PRIOR TO FABRICATION. CONTRACTOR TO COORDINATE MISCELLANEOUS OPENINGS WITH MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION PRIOR TO FABRICATION. GENERAL NOTES • T/MAIN FLOOR SLAB EL. = 77'-10", UNO • T/STEEL EL. = 77'-3 1/2", UNO • T/TIE BEAM EL. = X'-X", UNO STRUCTURAL ELEVATIONS 1. 4 1/2" NW CONC REINFORCED W/ XXX WX.XxX.X WWF (FLAT SHEETS), ON GX0 XXXXX STEEL DECK (6 1/2" TOTAL THICKNESS) 2. CONT LXxXxX/X (LLV DECK SUPPORT ANGLE. SEE TYPICAL DETAIL FOR ADDITIONAL INFORMATION. 3. PRE-ENGINEERED METAL PAN STAIR PER DELEGATED SPECIALTY ENGINEER. # KEYNOTE LEGEND 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S104 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP ENLARGED SECOND FLOOR FRAMING PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 1/8" = 1'-0" 1 SECOND FLOOR FRAMING PLAN No. Description Date A B C D E A.1 A.2 D.2 1 2 3 4 5 6 7 8 8.1 1.1 B.1 D.1 3.1 6.1 W24X55 W24X55 W24X55 W24X55 W24X55 W24X55 W16X31 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W8X10 W16X26 W16X31 W18X35 W12X19 W21X44 W21X44 W12X19 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W16X31 W8X10 W8X10 W16X26 W12X19 W18X35 W8X10 W8X10 W8X10 W12X19 W24X55 W16X31 W16X26 W16X26 W16X31 W16X31 W16X31 W24X55 W24X55 W21X50 W16X26 W21X50 W21X44 W24X55 W24X55 W16X26 W12X19 W16X31 W18X35 W16X31 W8X10 W18X35 W24X55 W24X55 W24X55 W16X26 W8X10 W12X19 W18X35 W18X35 W18X35 W18X35 W8X10 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W16X31 W16X31 W24X55 W21X50 W24X55 W16X26 W18X35 W18X35 W18X35 W18X35 W18X35 W16X31 W12X19 W12X19 W12X19 W16X31 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W16X31 W12X16 W8X10 W12X14 W12X16 W12X14 W10X12 W24X55 W24X55 W12X14 W8X10 W12X14 W12X16 TYP 1 12' - 0" 11' - 6" 4' - 6" 27' - 0" 1' - 0" 28' - 0" 2' - 6" 10' - 6" 15' - 0" 112' - 0" 12' - 0" 31' - 6" 31' - 6" 31' - 6" 31' - 6" 21' - 0" 10' - 6" 31' - 6" 20' - 0" 11' - 6" 232' - 6" S512 11 1. CONTRACTOR SHALL COORDINATE ALL DOOR AND WINDOW ROUGH OPENINGS IN CONCRETE REINFORCED WALLS WITH ARCHITECTURAL DRAWINGS AND MNFR PRIOR TO FABRICATION. CONTRACTOR TO COORDINATE MISCELLANEOUS OPENINGS WITH MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION PRIOR TO FABRICATION. GENERAL NOTES • T/THIRD FLOOR SLAB EL. = 91'-2", UNO • T/STEEL EL. = 90'- 7 1/2", UNO • T/TIE BEAM EL. = -X'-X", UNO STRUCTURAL ELEVATIONS 1. 4 1/2" NW CONC REINFORCED W/ XXX WX.XxX.X WWF (FLAT SHEETS), ON GX0 XXXXX STEEL DECK (6 1/2" TOTAL THICKNESS) 2. CONT LXxXxX/X (LLV DECK SUPPORT ANGLE. SEE TYPICAL DETAIL FOR ADDITIONAL INFORMATION. 3. PRE-ENGINEERED METAL PAN STAIR PER DELEGATED SPECIALTY ENGINEER. # KEYNOTE LEGEND 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S105 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP ENLARGED THIRD FLOOR FRAMING PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 1/8" = 1'-0" 1 THIRD FLOOR FRAMING PLAN No. Description Date A B C D E A.1 A.2 D.2 1 2 3 4 5 6 7 8 8.1 1.1 B.1 D.1 3.1 6.1 12' - 0" 11' - 6" 4' - 6" 27' - 0" 1' - 0" 28' - 0" 2' - 6" 10' - 6" 15' - 0" 112' - 0" 12' - 0" 31' - 6" 31' - 6" 31' - 6" 31' - 6" 21' - 0" 10' - 6" 31' - 6" 20' - 0" 11' - 6" 232' - 6" TYP 1 TYP 1 24LH05 24LH05 W12X14 W21X48 W8X10 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 W12X14 W21X44 W8X10 W24X62 W24X55 W24X62 W24X55 W24X62 W24X62 W24X62 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 18LH02 18LH02 24LH05 W8X10 W21X50 W21X44 18LH02 24LH05 W8X10 24LH05 24LH05 W12X16 W16X26 24LH05 24LH05 18LH02 24LH05 W12X19 24LH05 W8X10 W10X12 W16X31 W24X55 W24X55 W24X55 W24X55 W24X55 W8X10 W10X12 W12X19 W24X55 W24X55 W24X62 W24X62 W24X62 W24X62 W24X55 W24X55 W24X55 W21X44 W24X55 W24X55 W12X14 W16X31 W12X14 W21X48 W21X48 W10X12 W16X26 W21X48 W12X30 W14X61 W24X55 W10X12 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 18LH02 18LH02 18LH02 18LH02 18LH02 18LH02 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 18LH02 18LH02 18LH02 18LH02 18LH02 18LH02 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 18LH02 18LH02 18LH02 18LH02 18LH02 18LH02 18LH02 18LH02 18LH02 18LH02 18LH02 18LH02 18LH02 18LH02 24LH05 24LH05 18LH02 SLOPE SEE ARCH SLOPE SEE ARCH SLOPE SEE ARCH SLOPE SEE ARCH SLOPE SEE ARCH SLOPE SEE ARCH SLOPE SEE ARCH SLOPE SEE ARCH RIDGE LINE GRID C RIDGE LINE GRID C S106 2 1. 4 1/2" NW CONC REINFORCED W/ XXX WX.XxX.X WWF (FLAT SHEETS), ON G90 XXXXX STEEL DECK (6 1/2" TOTAL THICKNESS). 2. CONT L5x3x1/4 (LLV) ROOF DECK SUPPORT ANGLE. SEE TYPICAL DETAIL FOR ADDITIONAL INFORMATION. 3. APPROXIMATE LOCATION OF JOIST BRIDGING PER SJI REQUIREMENTS. IN ADDITION, AT A MINIMUM, A SINGLE LINE OF BOTTOM CHORD BRIDGING MUST BE PROVIDED NEAR THE FIRST BOTTOM CHORD PANEL POINT AT EACH END FOR LH JOISTS. PROVIDE DIAGONAL BRIDGING AT ALL ROWS. 4. APPROXIMATE LOCATION OF ROOFTOP MECHANICAL EQUIPMENT, COORDINATE FINAL LOCATION W/ MECH DWGS. REFER TO DETAIL AND . # KEYNOTE LEGEND 1. LH SERIES STEEL JOISTS SHALL HAVE 6" DEEP SEATS. 2. K SERIES STEEL JOISTS SHALL HAVE 3 1/2" DEEP SEATS, UNO. GENERAL NOTES • T/STEEL EL. = -X'-X", UNO STRUCTURAL ELEVATIONS A B A.1 3 4 5 3.1 W8X10 W10X12 W21X44 W21X44 W12X30 W14X61 W12X16 24LH05 24LH05 24LH05 24LH05 24LH05 18LH02 18LH02 24LH05 24LH05 24LH05 24LH05 24LH05 24LH05 TYP 1 SLOPE SEE ARCH 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S106 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP ENLARGED ROOF FRAMING PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 1/8" = 1'-0" 1 ROOF FRAMING PLAN 1/8" = 1'-0" 2 HIGH ROOF FRAMING PLAN No. Description Date A G.A G.B G.C G.D G.E G.1 G.2 G.3 G.4 G.5 G.6 12' - 0" 36' - 0" 30' - 0" 36' - 0" 114' - 0" 46' - 0" 46' - 0" 36' - 0" 38' - 0" 36' - 0" 202' - 0" 2 S301 1 S302 2 S302 TYP 1 24 x 30 (TYP) 12' - 11 7/8" TYP 6 24 x 30 (TYP) TYP 6 10 S512 T/ SLAB 49'-0" T/ FTG 45'-6" T/ FTG 56'-6" T/ SLAB 59'-4" T/ WALL 55'-0" T/ WALL 55'-0" T/ WALL 53'-0" T/ WALL 53'-0" T/ WALL 53'-0" T/ WALL 53'-0" T/ WALL 53'-0" T/ FTG 42'-0" T/ FTG 42'-0" T/ FTG 42'-0" T/ FTG 42'-0" T/ FTG 42'-0" T/ FTG 42'-0" T/ FTG 42'-0" T/ SLAB 49'-0" 9 7 8 1. SEE CIVIL DRAWINGS FOR EXTERIOR SLAB CONSTRUCTION LOCATIONS AND ELEVATIONS. 2. FX.X INDICATES SPREAD FOUNDATION, REFER TO SCHEDULE FOR SIZE AND REINFORCING. 3. WFX.X INDICATES CONTINUOUS WALL FOUNDATION, REFER TO SCHEDULE FOR SIZE AND REINFORCING. 4. CJ INDICATES SAW CUT CRACK CONTROL JOINTS, REFER TO TYPICAL DETAIL . GENERAL NOTES • T/FDN EL. = -X'-X", UNO • T/SLAB EL. = 49'-0", UNO STRUCTURAL ELEVATIONS 1. 4" CONC. SLAB-ON-GRADE ON COMPACTED TERMITE TREATED SUB-GRADE ON 15 MIL CLASS-A VAPOR BARRIER. REINFORCE W/ 6X6 W2.1XW2.1 WWF (FLAT SHEETS) AT SLAB MID-DEPTH 2. 6" CONC. SLAB-ON-GRADE ON COMPACTED TERMITE TREATED SUB-GRADE ON 15 MIL CLASS-A VAPOR BARRIER. REINFORCE W/ 6X6 W2.1XW2.1 WWF (FLAT SHEETS) AT SLAB MID-DEPTH 3. 8" CONCRETE REINFORCED WALLS. REFER TO SCHEDULE FOR REINFORCING. 4. 12" CONCRETE REINFORCED WALLS. REFER TO SCHEDULE FOR REINFORCING. 5. PROVIDE ISOLATION JOINT AT EACH COLUMN, SEE TYPICAL DETAIL. 6. CONCRETE COLUMNS AS PART OF THE WALL CLADDING SYSTEM. # KEYNOTE LEGEND 7. 16" THICK CONCRETE WALL. REINFORCE W/ #X @X" O.C. VERT. EA. FACE AND #X@X" O.C. HORIZ. EA. FACE 8. 24" THICK CONCRETE MAT FOUNDATION. REINFORCE W/ #7@8" OC. TOP AND BOTTOM EA. WAY. PROVIDE STANDARD 90 DEG HOOK AT ENDS OF DISCONTINUOUS TOP BARS. 9. 12" ELEVATED CONCRETE SLAB. REINFORCE W/ #5 @ 12" O.C. BOTTOM EA. WAY AND #4@12" O.C. TOP EACH WAY. SEE PLAN FOR ADD'L TOP REINFORCEMENT. 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S201 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP PARKING STRUCTURE FOUNDATION PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 1/8" = 1'-0" 1 PARKING STRUCTURE FOUNDATION PLAN No. Description Date A G.A G.B G.C G.D G.E G.1 G.2 G.3 G.4 G.5 G.6 CONCRETE BEAM 30"x24" DEEP WITH 804 KIPS OF POST TENSIONING, TYP TYP 1 12' - 0" 36' - 0" 30' - 0" 36' - 0" 114' - 0" 46' - 0" 46' - 0" 36' - 0" 38' - 0" 36' - 0" 202' - 0" 12' - 11 7/8" 2 2 T/ SLAB 59'-4" SLOPE SEE ARCH CONCRETE BEAM 30"x24" DEEP WITH 804 KIPS OF POST TENSIONING, TYP 1. XXXXX 2. XXXXX GENERAL NOTES • T/CONC BEAM EL. = (VARIES), SEE PLAN • T/XXXXX EL. X'-X" STRUCTURAL ELEVATIONS 1. 10" ONE WAY POST TENSIONED SLAB WITH BEAMS FOR ESTIMATING ASSUME 1.5 LBS/SF FOR POST TENSIONING AND 2LBS./SF FOR MILD REINFORCING STEEL 2. INDICATES 3" EXPANSION JOINT # KEYNOTE LEGEND 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S202 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP PARKING STRUCTURE FRAMING PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 1/8" = 1'-0" 1 PARKING STRUCTURE FRAMING PLAN No. Description Date A G.A G.B G.C G.D G.E G.1 G.2 G.3 G.4 G.5 G.6 12' - 0" 36' - 0" 30' - 0" 36' - 0" 114' - 0" 46' - 0" 46' - 0" 36' - 0" 38' - 0" 36' - 0" 202' - 0" TYP 1 12' - 11 7/8" 2 2 1. 13" FLAT POST TENSIONED SLAB FOR ESTIMATING ASSUME 1.5 LBS/SF FOR POST TENSIONING AND 2 LBS./SF FOR MILD REINFORCING STEEL 2. INDICATES 3" EXPANSION JOINT # KEYNOTE LEGEND 1. XXXXX 2. XXXXX GENERAL NOTES • T/ PT SLAB EL. = (VARIES), SEE PLAN STRUCTURAL ELEVATIONS 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S203 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP PARKING STRUCTURE FRAMING PLAN - ALTERNATE DEDUCT #1 B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 1/8" = 1'-0" 1 PARKING STRUCTURE FRAMING PLAN - ALTERNATE DEDUCT #1 No. Description Date T/ DOH LOWER EL 46' - 8" T/ MAIN FLOOR EL 64' - 6" T/ 2ND FLOOR EL 77' - 10" T/ 3RD FLOOR EL 91' - 2" T/ STL @ ROOF EL 104' - 6" 1 2 3 4 5 6 7 8 8.1 1.1 T/ (SLAB) LOWER FLOOR EL 49' - 6" 3.1 6.1 2 S301 3 S301 T/FTG STORM WATER EL 42' - 0" T/ DOH LOWER EL 46' - 8" T/ MAIN FLOOR EL 64' - 6" T/ 2ND FLOOR EL 77' - 10" T/ 3RD FLOOR EL 91' - 2" T/ STL @ ROOF EL 104' - 6" A B C D E A.1 A.2 D.2 T/ (SLAB) LOWER FLOOR EL 49' - 6" B.1 D.1 1 S301 Level 7 EL 108' - 9 5/8" T/FTG STORM WATER EL 42' - 0" T/ DOH LOWER EL 46' - 8" T/ MAIN FLOOR EL 64' - 6" T/ 2ND FLOOR EL 77' - 10" T/ 3RD FLOOR EL 91' - 2" T/ STL @ ROOF EL 104' - 6" B C D E A.1 A.2 D.2 T/ (SLAB) LOWER FLOOR EL 49' - 6" B.1 D.1 1 S301 Level 7 EL 108' - 9 5/8" T/FTG STORM WATER EL 42' - 0" 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S301 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP STRUCTURAL SECTIONS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 1/8" = 1'-0" 1 Section 1 1/8" = 1'-0" 2 Section 2 1/8" = 1'-0" 3 Section 3 No. Description Date T/ DOH LOWER EL 46' - 8" T/ MAIN FLOOR EL 64' - 6" T/ (SLAB) LOWER FLOOR EL 49' - 6" G.1 G.2 G.3 G.4 G.5 G.6 2 S302 T/FTG STORM WATER EL 42' - 0" T/ DOH LOWER EL 46' - 8" T/ MAIN FLOOR EL 64' - 6" T/ 2ND FLOOR EL 77' - 10" T/ (SLAB) LOWER FLOOR EL 49' - 6" G.A G.B G.C G.D G.E 1 S302 EL 61' - 5 1/4" T/ SLAB (LP) T/FTG STORM WATER EL 42' - 0" S302 3 T/ (SLAB) LOWER FLOOR EL 49' - 6" T/FTG STORM WATER EL 42' - 0" 12" CAST-IN-PLACE CONCRETE SLAB - SEE PLAN 16" CONCRETE WALL - SEE PLAN SLAB ON GRADE - SEE PLAN FOUNDATION - SEE PLAN COLUMN FOUNDATION BEYOND- SEE PLAN AND SCHED COLUMN FOUNDATION BEYOND- SEE PLAN AND SCHED TYP 4" BRG CISTERN - SEE ARCH 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S302 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP STRUCTURAL SECTIONS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 1/8" = 1'-0" 1 Section 4 1/8" = 1'-0" 2 Section 5 No. Description Date 1/2" = 1'-0" 3 SECTION AT CISTERN (TYP) Lds SPLICED BARS INTERMEDIATE UNSPLICED BARS NOTE: S= X - Db WHERE: S= CLEAR BAR SPACING TO BE USED FOR DETERMINATION OF SPLICE LENGTH CATEGORY. X= CLEAR DISTANCE BETWEEN ADJACENT SPLICED BARS. Db= DIAMETER OF INTERMEDIATE UNSPLICED BARS. Lds= LAP SPLICE DEVELOPMENT LENGTH, SEE TABULATED VALUES. ELEVATION LENGTH OF LAP SPLICES AND BAR EMBEDMENT SHALL BE AS SHOWN IN TABLE, UNLESS OTHERWISE NOTED: NOTE: 1. WHERE DEPTH OF FRESH CONCRETE BELOW SPLICED REINF BARS IS GREATER THAN 12", MULTIPLY TABULATED SPLICE LENGTH BY 1.3. 2. "Db" IS BAR DIAMETER. 3. FOR ALL REINF SPLICES UTILIZE CLASS "B" SPLICE, U.N.O. ON PLANS OR DETAILS. MIN SPLICE LENGTH FOR DEFORMED BARS BAR SIZE 3000 PSI *CLASS B *CLASS B 4000 PSI #3 #4 #5 #6 #7 #8 #9 23" 29" 37" 43" 63" 72" 81" 20" 25" 32" 38" 55" 63" 71" T<12" UNSPLICED BAR PLAN Db "X" SPLICED BAR *CLASS B 5000 PSI 17" 23" 29" 34" 50" 56" 63" RECOMMENDED END HOOKS, ALL GRADES FINISHED BEND DIAMETER D (IN.) BARS SIZE #3 #4 #5 #6 #7 #8 #9 #10 2 1/4 3 4 1/2 2 1/2 5 1/4 6 9 1/2 10 3/4 A OR G, (IN.) 5 6 7 8 10 11 15 17 J, (IN.) 4 4 5 6 7 8 11 3/4 13 1/4 A OR G, (IN.) 6 8 10 12 14 16 19 22 LDH 8 10 12 15 17 19 22 25 F'c = 4000 PSI 90° HOOK 180° HOOKS A OR G 12Db D LDH 6Db Db 90° HOOK DETAILING DIMENSION Db 180° HOOK DETAILING DIMENSION 2 1/2 MIN. 4Db OR LDH A OR G HOOK LDH 9 11 14 17 20 22 25 28 F'c = 3000 PSI LDH 7 9 11 13 15 17 20 22 F'c = 5000 PSI NOTES: 1. MULTIPLY TABULATED VALUES BY 1.2 FOR EPOXY COATED REINFORCEMENT. 2. DIVIDE TABULATED VALUES BY 0.75 FOR REINFORCEMENT IN LIGHTWEIGHT CONCRETE. 1' - 0" 1' - 0" 8" 2" HSS6X6 (4) X"Ø ANCHOR BOLTS W/ X" EMBED PL X"X12"X1'-0" BASE PLATE HSS6X6 BASE PL 8" 2" 3" 3" 5" 5" 8" 8" 8" 8" X/X X/X (4) X"Ø ANCHOR RODS W/ X" EMBED W12 PL X"X16"X1'-4" BASE PLATE W12 BASE PL NOTE: ALL ANCHORS RODS, NUTS, WASHERS AND PLATES SHALL BE HOT DIP GALVANIZED AND SHIPPED AS COMPLETE ASSEMBLIES BY THE FABRICATOR. #5 HOOKED DOWELS AT 16" O.C.; MIN 2 PER OPENING TOP BARS TO MATCH BOTTOM BARS; EXTEND 4'-0" PAST MASONRY OPENING #5 CONT EL. (SEE PLAN) T/ SLAB (SEE PLAN AND SCHEDULE) WALL FOUNDATION (SEE PLAN) (SEE PLAN) (MIN) 3' - 0" STRIP FDN REINF CONT THROUGH PADS OUTSIDE CORNER BARS SAME SIZE & NO. AS HORIZ REINF PAD REINF TYP HORIZ REINF 2"x4" KEYWAY TYP HORIZ REINF INTERSECTIONS PLAN AT PAD CORNERS Ld Ld Ld TYP 0" Ld FDN REINF, SEE SCHEDULE OR DETAILS ADDITIONAL REINF SAME SIZE AND NO. AS FDN REINF NOTE: LOCATE STEPS AT 8'-0" O.C. MIN UNO, AND ALIGN WITH BLOCK INCREMENTS. LOCATE AT WALL CONTROL JOINTS IF POSSIBLE. 0" TYP. 1' - 0" Ld Ld 2'-0" (MAX) 8" (MIN) 2 1 NOTE: COORDINATE OPENING DIMENSIONS W/ MEP DRAWINGS MATCH FDN REINF CMU WALL 3" (TYP) 4'-0" (MAX) AS REQ'D FLOOR LINE PRECAST LINTEL REINF SAME SIZE AND NO. AS CONT FDN BARS (2'-0" LAP) 2' - 0" FOR DEPTH SEE PLAN TYP 3" CLR SEE PLAN FOR LOCATION OF STEP DOWN EQUAL DISTANCE REINF SAME SIZE AND NO. AS CONT FDN BARS (2'-0" LAP) 2' - 0" 1 2 TOP REINFORCING TO MATCH BOTTOM REINFORCING, EXTEND 2'-0" PAST OPENING EACH SIDE #5 T&B WITH #3 STIRRUPS AT 12" O.C. ADDITIONAL REINFORCING AT OPENING TILT-UP WALL PANEL BEYOND SEE DETAIL FOR INFORMATION NOT SHOWN. #5 AT 12" O.C. SEE FOUNDATION SCHEDULE (4) #4 CONT CONCRETE SLAB ON GRADE, SEE PLANS NOTE: WWF NOT SHOWN FOR CLARITY. REINF "A" BARS, SEE FOUNDATION SCHEDULE REINF "B" BARS, SEE FOUNDATION SCHEDULE EL. (SEE PLAN) T/ FOUNDATION WIDTH PANEL 1' - 4" COMPACTED FILL EXTERIOR SLAB OR GRADE, SEE CIVIL X/S-XXX SEE FOUNDATION SCHEDULE "D" "W" (TYP) 3" CLR TILT-UP WALL PANEL, BEYOND REINF "A" BARS, SEE FOUNDATION SCHEDULE COMPACTED FILL, TYP EL. (SEE PLAN) T/ FOUNDATION SEE FOUNDATION SCHEDULE REINF "B" BARS, SEE FOUNDATION SCHEDULE CONCRETE SLAB ON GRADE, SEE PLANS SEE DETAIL FOR INFORMATION NOT SHOWN (3) #4 CONT #4 AT 18" O.C. TOP REINFORCING TO MATCH BOTTOM REINFORCING EXTEND 2'-0" PAST OPENING EACH SIDE X/S-XXX EXTERIOR SLAB ON GRADE, SEE CIVIL "D" "W" SEE FOUNDATION SCHEDULE 1' - 4" TILT-UP WALL PANEL, BEYOND REINF "A" BARS, SEE FOUNDATION SCHEDULE 1/2" ISOLATION JOINT COMPACTED FILL, TYP EL. (SEE PLAN) T/ SLAB EL. (SEE PLAN) T/ FOUNDATION SEE FOUNDATION SCHEDULE REINF "B" BARS, SEE FOUNDATION SCHEDULE CONCRETE SLAB ON GRADE, SEE PLANS SEE DETAIL FOR INFORMATION NOT SHOWN (3) #4 CONT #4 AT 18" O.C. TOP REINFORCING TO MATCH BOTTOM REINFORCING EXTEND 2'-0" PAST OPENING EACH SIDE X/S-XXX "D" "W" SEE FOUNDATION SCHEDULE 1' - 4" EL. (SEE PLAN) T/ SLAB 2" CLR 1" CLR 8" 2" CLR 3" CLR L4x4x3/8 CONT ELEVATOR SILL ANGLE (AT DOOR SIDE) W/ 1/2"Ø x 5" LONG HCA AT 2'-0" O.C. 8" 2" 8" #5 AT 12" O.C. #4 AT 12" O.C. 2'-0" 6" #4 AT 12" O.C. STD HOOK #5 AT 12" O.C. #4 AT 12" O.C. LONG DIRECTION 1' - 4" EL. X'-X" T/ FOUNDATION 1 1/2" 4" INSIDE FACE OF WALL EDGE OF SLAB CONSTRUCTION JOINT WALL 1 1/2" 4" (2) #4X4'-0" LOCATED 2" CLEAR FROM TOP OF SLAB. CENTER ON CORNER #4X3'-0" LONG LOCATED 2" CLEAR FROM TOP OF SLAB AT ALL RE- ENTRANT CORNERS ANCHOR ROD DIAMETER (F1554 GR. 36) FDN DESIGNATION DIMENSION FOUNDATION SCHEDULE REBAR (EA. WAY BOTTOM U.N.O.) REMARKS "A" "B" LETTERED DIMENSIONS SQUARE PLATE W T HOLE DIA. L (UNO) H (UNO) K P (MIN) PLATE WASHER 8 6 5 1½ 1½ 2 2 2 2½ 3 3½ 38½ 30 24½ 19 17 14 11½ 9½ 8 10 12 15 17 22 27 35 1 7/8 1 5/8 1 3/8 1 1/8 1 7/8 3/4 5/8 1/2 1/2 1/2 3/4 3/4 1 1 1 2 2 2 1/2 2 3/4 3 4 1/4 4 1/2 5 1/2 1/2 5/8 3/4 7/8 1 1 1/4 1 1/2 1 3/4 #4 CONT COLUMN, SEE PLAN SEE SCHEDULE FOR FDN SIZE & REINF BASE PL, PER TYPICAL DETAIL, ON 2" MIN NON- SHRINK GROUT PAD SECONDARY POUR ANCHOR RODS, SEE SCHEDULE FOR SIZE LEVELING NUT & WASHER BOLT PROJECTION TACK WELD NUT TO SQUARE PLATE AND THREADED ROD SQUARE PLATE ASTM F1554 ANCHOR ROD GR. 36 TYP, UNO PLATE WASHER HEAVY HEX NUT & WASHER PLATE WASHER NUT & WASHER BASE PLATE GROUT BED FDN THICKNESS 1/4"x2"x2" 3/8"x3"x3" 1/2"x4"x4" HOLE DIAMETER 9/16 11/16 13/16 15/16 1 1/16 1 5/16 1 9/16 1 13/16 BASE PL HOLE DIA. 1 1 1/8 1 5/16 1 9/16 1 13/16 2 1/16 2 5/16 2 3/4 P H L K d T W EL. (SEE PLAN) T/ SLAB EL. (SEE PLAN) T/ FDN BOLT LENGTH = H + P *ANCHOR EMBEDMENT DEPTH "H" BASED ON 6" MIN SPACING UP TO 1"Ø AND 8" MIN SPACING OVER 1"Ø, f'c = 3000 PSI, AND PURE TENSION LOADING. TOP OF CONCRETE 1/4 D "A" (x "B") AS NOTED IN SCHEDULE (9) #5 F7.0 7'-0" 7'-0" 1'-6" (6) #7 F8.0 8'-0" 8'-0" 1'-8" (9) #7 F10.0 10'-0" 10'-0" 2'-0" (11) #7 F12.0 12'-0" 12'-0" 2'-0" (12) #9 F14.0 14'-0" 14'-0" 2'-8" 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S501 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP STRUCTURAL DETAILS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 3/4" = 1'-0" 1 TYPICAL LAP SPLICE SCHEDULE 3/4" = 1'-0" 2 TYPICAL END HOOK SCHEDULE 3/4" = 1'-0" 4 BASE PLATE DETAILS 3/4" = 1'-0" 5 TYPICAL WALL FOUNDATION AT OPENINGS 3/4" = 1'-0" 6 TYPICAL HORIZ REINF - CONCRETE BEAMS AND FOUNDATIONS 3/4" = 1'-0" 8 TYPICAL STEPPED FOUNDATION 3/4" = 1'-0" 7 TYPICAL STEP FOOTING FOR UTILITES 3/4" = 1'-0" 9 TYPICAL STEPPED FOUNDATION (LARGE) 3/4" = 1'-0" 10 TYPICAL WF FOUNDATION AT OPENING 3/4" = 1'-0" 11 TYPICAL WALL FOUNDATION AT EXTERIOR OPENING 3/4" = 1'-0" 12 TYPICAL WALL FOUNDATION AT INTERIOR OPENING 3/4" = 1'-0" 13 TYPICAL CONCRETE WALL AT ELEVATOR PIT (AT DOOR) 3/4" = 1'-0" 14 TYPICAL RE-ENTRANT CORNER REINFORCING 3/4" = 1'-0" 3 TYPICAL STEEL COLUMN SPREAD FOUNDATION SCHEDULE No. Description Date ADHESIVE WATERSTOP CONT CONC. SLAB SEE PLAN NOTE: COORDINATE SIZE AND LOCATION OF ELEVATOR SUMP PIT WITH ELEVATOR MANUFACTURER AND ARCHITECTURAL DRAWINGS. CONCRETE WALL - SEE ELEVATIONS FOR REINF. 1/2" EXP. JOINT MATERIAL W/ SEALANT CONCRETE WALL (BEYOND) TYP. WATERPROOF MEMBRANE, SEE ARCH FOR REQUIREMENTS. ELEVATOR SUMP 2'-0" X 2'-0" X 2'-0" DEEP, PROVIDE ONE BAR EITHER SIDE OF PIT FOR EA BAR INTERRUPTED BY PIT (3) #4 CONT (TYP) 2' - 0" CLR 3" CLR 3" PLAN SEE 2x4 KEYWAY CONT 2x4 KEYWAY CONT 8" 3' - 0" CONC. SLAB SEE PLAN EL. (SEE PLAN) T/ ELEVATOR PIT SEE SCHEDULE LAP REINF SEE PLAN FOR WALL REINFORCING . #X AT X" O.C. EACH WAY, TOP & BOTTOM ENGINEER TO EDIT MAT SLAB SIZE AND REINF, AS REQUIRED. EL. (SEE PLAN) T/ SLAB 1 1 BENT BARS TO MATCH SIZE/NUMBER OF WALL FDN BARS WALL FDN BEYOND, THICKENED DOWN TO ELEVATOR FDN, TYP 1 2 Ld TYP 3" STD HOOK (2) #5 CONT #4 AT 18" O.C. PRE-ENGINEERED STAIR CONNECTION PRE-ENGINEERED STAIR STRINGER VERIFY LOCATION W/ ARCH CLOSURE, SEE ARCH CONCRETE FILLED METAL PAN STAIRS COMPACTED FILL NOTE: SEE ARCHITECTURAL DRAWINGS FOR RISE, RUN, NOSING DIMENSIONS AND HANDRAIL DETAILS. 1' - 4" EL. (SEE PLAN) T/ SLAB 1' - 4" 1 1 SCHEDULED VERT. REINF. SCHEDULED HORIZ. REINF. CORNERS BARS - MATCH HORIZ. REINF. SIZE AND SPACING Ld Ld CIP CONCRETE WALL, SEE PLAN (SEE PLAN) "C" BARS WALL FOUNDATION, SEE PLAN AND DETAILS ROOF SUPPORT EMBEDS, SEE DETAILS & FRAMING PLANS VERTICAL "V" BARS HORIZONTAL "H" BARS TYPICAL WINDOW OR UTILITY OPENING CONCRETE SLAB BEYOND TYPICAL DOOR OPENING TYPICAL LARGE OPENING (GREATER THAN 6'-4" WIDE OR 8'-0" HIGH) TYPICAL WINDOW, UTILITY, OR DOOR OPENING TYPICAL CONCENTRATED LOAD WALL COLUMN GIRDER EMBED "F" BARS PROVIDE STANDARD ACI HOOKS WHEN BARS CANNOT BE EXTENDED 3'-0" PAST OPENING, TYP TYPICAL NARROW PANEL (SEE NOTE 9) "X" BARS TYP @ ALL PANEL OPENING CORNERS "B" BARS "X" BARS "B" BARS "A" BARS "A" BARS SEE PLANS ROOF LINE FLOOR LINE "D" BARS, "B" BARS "C" BARS "E" BARS "B" BARS "C" BARS MIN 3' - 0" TYP 7'-0" MAX TYP 6'-4" MAX TYP 6'-4" MAX MIN 3' - 0" HIGHER THAN 8'-0" WIDER THAN 6'-4" "C" BARS TYPICAL CONCENTRATED LOAD WALL COLUMN GIRDER EMBED 4' - 0" MIN 4' - 0" MIN LESS 6'-0" OR 1' - 0" 8'-0" MAX 1' - 0" SCUPPER OPENING, SEE ARCHITECTURAL PLANS AND DETAILS #4 TYP TYP. 1' - 0" EL. VARIES T/ PARAPET SEE ARCHITECTURAL EL. VARIES T/ ROOF EL. SEE PLAN FIN FLOOR EL. SEE PLAN T/ FDN WALL SCHEDULE NOTES: 1. SEE TYPICAL DETAILS FOR SINGLE AND DOUBLE MAT REINFORCING PLACEMENT. 2. SINGLE MAT REINFORCING REQUIRED UNLESS OTHERWISE NOTED. 3. "E" BARS ARE REQUIRED IN WALLS WHERE WALL WIDTH IS LESS THAN 4'-0" BETWEEN OPENINGS OR BETWEEN OPENING AND EDGE OF WALL. 4. "F" BARS ARE REQUIRED OVER OPENINGS 8'-0" WIDE OR LARGER. "F" BARS ARE ALSO REQUIRED WHERE VERTICAL DISTANCE BETWEEN OPENINGS OR TOP OR PANEL IS LESS THAN 4'-0". 5. "C" BARS ARE ADDITIONAL WALL REINFORCING FOR CONCENTRATED LOADS. 6. SEE TYPICAL DETAILS FOR ADDITIONAL REINFORCING REQUIREMENTS. 7. WHERE WALLS HAVE REBAR EACH FACE "A" AND "B" BARS MAY BE TYPICAL FULL HEIGHT/WIDTH REINFORCING OF SIZE INDICATED FOR "A" AND "B" BARS. CONTROL JOINT, SEE PLAN & TYPICAL DETAIL 2'-0" MIN SCHEDULED VERTICAL REINF CORNERS BARS - MATCH HORIZONTAL REINFORCING SIZE AND SPACING Ld Ld STANDARD HOOK SCHEDULED HORIZONTAL REINFORCING CIP CONCRETE WALL, SEE PLAN * 3'-0" * 3'-0" * 3'-0" * 3'-0" CLASS B LAP TYP. CLASS B LAP U-BARS TO MATCH HORIZ. REINF. WALL REINF. (TYP.) SPLICE BARS SHALL BE SAME SIZE & SPACING AS HORIZONTAL WALL STEEL WALL REINF. (TYP.) WALL REINF. (TYP.) * CLASS B LAP SPLICE OR 3'-0" MINIMUM #4 #4 #4 (2) #4 BARS IN TWO FACES BARS IN ONE FACE * 3'-0" * 3'-0" #4 CORNER BARS TO MATCH HORIZ. REINF. (TYP.) LAP SPLICE *3'-0" 3/4" CHAMFER STRIP NS & FS AT JOINT NOTE: PROVIDE CONTROL JOINTS AT 24'-0" O.C. MAX AND 10'-0" MAX FROM CORNERS. PROVIDE CONTROL JOINT AT WALL INTERSECTIONS. COORDINATE LOCATIONS ON EXTERIOR WALLS WITH ARCHITECT. SEE ELEVATIONS FOR SPACING OF VERT. REINF. SEE ELEVATIONS FOR SPACING OF HORIZ. REINF #4 HAIRPINS (MATCH HORIZ. SPACING) ADD'L BARS MATCHING VERT. REINFORCING TYP SPA LENGTH (TYP) TENSION LAP SPLICE RECTANGULAR OR ROUND OPENING (2'-0" MAX) (2) #5 LONG DIAGONAL PLACED AT EACH FACE & AS SHOWN THE NUMBER OF REINFORCING BARS INTERRUPTED BY THE OPENING SHALL BE PLACED IN EQUAL PROPORTION AT EACH SIDE OF OPENING. MINIMUM REINFORCEMENT SHALL BE (1) #5 X 4'-0" LONG EACH FACE NOTE: OPENINGS LESS THAN 5" IN LARGEST DIMENSION THAT DO NOT INTERRUPT REINFORCING DO NOT REQUIRE ADDITIONAL REINFORCEMENT. 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S502 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP STRUCTURAL DETAILS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 3/4" = 1'-0" 1 TYPICAL ELEVATOR PIT SECTION AT CIP CONCRETE WALL 3/4" = 1'-0" 2 TYPICAL PRE-ENGINEERED STAIR BASE 3/4" = 1'-0" 3 TYPICAL CONCRETE WALL REINF AT CORNER 1/4" = 1'-0" 4 CIP CONCRETE WALL SCHEDULE 3/4" = 1'-0" 5 TYPICAL CONCRETE WALL REINF AT T-INTERSECTION 3/4" = 1'-0" 6 TYPICAL REINF ARRANGEMENT AT CONC WALL END, INTERSECTIONS AND CORNERS 1 1/2" = 1'-0" 7 TYPICAL CONCRETE WALL CONTROL JOINT 3/4" = 1'-0" 8 TYPICAL CONC WALL REINF AT EDGE OPENING & END OF WALL 3/4" = 1'-0" 9 TYPICAL REINFORCING AT SMALL WALL OPENINGS NOT SHOWN ON ELEVATIONS No. Description Date NOTE: REFER TO SHEAR WALL PLANS FOR ADDITIONAL INFORMATION. TYP. CLASS "B" TENSION LAP HORIZONTAL WALL REINFORCING PER PLANS HORIZONTAL S.W. REINFORCING HORIZONTAL WALL REINFORCING PER PLANS ADDITIONAL REINFORCING OVER OPENING PER VERTICAL WALL REINFORCING PER PLANS FLOOR SLAB TYP, SEE PLAN (2) #5X5'-0" DIAGONAL AT TOP OF OPENING, EACH SIDE ADDITIONAL REINF EACH SIDE OF OPENING PER X/SXXX X/SXXX L9 L10 L1 L2 L3 L4 L5 L6 L7 L8 MAX 1.5h MAX 1.5h MAX. 1.5h MAX. 1.5h L2/6 * L1/6 OR L9/6 * L10/6 OR * WHICHEVER IS GREATER L5/6 * L4/6 OR L3/5 1.5h MAX 1.5h MAX L5/3 L6/3 MAX. 1.5h NOTES: - h = SLAB THICKNESS - MAX BAR SPACING = 12" - MIN BARS - 4 - CENTER BARS OVER COLUMN REF PLANS FOR BAR SIZE AND NUMBER OF BARS, TYP UNO EXTEND A PORTION OF TOP REINF INDICATED IN [BRACKETS] ON PLAN AN ADDITIONAL DEVELOPMENT LENGTH EACH SIDE OF COLUMN. REFER TO PLANS FOR NUMBER OF BARS REQUIRING DEVELOPMENT LENGTH EXTENSION. REF FOR DEVELOPMENT LENGTH SCHEDULE. TYP Ld EXTEND REINF AN ADDITIONAL DEVELOPMENT LENGTH EACH SIDE OF COLUMN. REFER TO PLANS FOR NUMBER OF BARS REQUIRING DEVELOPMENT LENGTH EXTENSION. REF FOR DEVELOPMENT LENGTH SCHEDULE REF PLANS FOR BAR SIZE AND NUMBER OF BARS, TYP UNO MAX 1.5h 2' - 1" EVENLY DISTRIBUTE TOP REINF WITHIN ZONE BOUNDED BY 1.5X SLAB THICKNESS FROM FACE OF COLUMN EACH SIDE OF COLUMN TOTAL INTERIOR ZONE WIDTH = 3X SLAB THICKNESS + WIDTH OF COLUMN FACE TOTAL END ZONE WIDTH = 1.5X SLAB THICKNESS TOWARD INTERIOR + WIDTH OF COLUMN FACE PROVIDE BOTTOM REBAR WHERE INDICATED ON PLAN WITHIN ZONE OF SAME WIDTH AS TOP REINF. EXTEND QUANTITY OF BOTTOM BARS THROUGH THE SUPPORT AS INDICATED ON PLAN. PROVIDE REMAINING BARS FOR 1/3 SPAN LENGTH CENTERED. IN BANDED TENDON DIRECTION: DETERMINE NUMBER OF BOTTOM BARS BY MULTIPLYING BAR SPACING BY TOTAL BAY WIDTH. PROVIDE TOTAL BOTTOM REINFORCEMENT WITHIN THE WIDTH OF BANDED TENDON STRIP AT SPACING NOT LESS THAN THE BAR DIAMETER. X/SXXX X/SXXX TYP Ld 10 1 DISTRIBUTED TENDONS SPACED AT 8x SLAB THICKNESS OR 60" O.C. MAX., TYP. BUNDLED TENDONS 5 PER BUNDLE MAX., TYP. MAXIMUM CURVATURE SLAB EDGE TOP UPPER REINF FOR 7" SLAB OR MORE, PLACE ANCHORS UPRIGHT AND SPACE AT 3" O.C. TYP. FOR 6-1/2" SLAB OR LESS, PLACE ANCHORS SIDEWAYS AND SPACE AT 6" O.C. TYP. . 2 TENDONS MIN AT SLAB EDGE, PARALLEL TO DISTRIBUTED TENDONS ONLY TOP LOWER REINF CONC COLUMN 6" DISTRIBUTED TENDONS SPACED @ 8 x SLAB THICKNESS OR 60", WHICHEVER IS SMALLER TOP REBAR SPACED @ 12" C/C MAX. TYP. BOTH WAYS TOP REBAR MAX 12" C/C LEGEND T = THICKNESS W = COL. WIDTH PLUS 2H W + 3T W + 3T BANDED TENDONS, MAX 4 STRANDS PER BUNDLE COLUMN DISTRIBUTED TENDONS SPACED @ 8 x SLAB THICKNESS OR 5'-0" MAX, WHICHEVER IS SMALLER NOTE: TWO STRANDS MIN. TO PASS DIRECTLY OVER COLUMN OR SHEAR WALL EACH WAY. MILD REBAR TO BE PLACED WITHIN THIS DIMENSION EACH WAY INFLECTION POINT PT TENDON, TYP HAIRPIN PER SECTION 1'-0" TYP SECTION TENDONS 1" CLR B/T #3 HAIRPINS @ 12" O.C. FOR EVERY 4 TENDONS, OR LESS STAGGER HAIRPINS 1'-6" NOTE: WHERE TENDON SWEEP IS GREATER THAN 1:6 PROVIDE HAIRPINS @ 12" OC MAX, AS REQUIRED TO PREVENT BLOW OUT OR LATERAL MOVEMENT. INFLECTION POINT CGS L2 END ANCHORAGE (DEAD OR STRESSING) LEFT END (L1) POINT OF INFLECTION (TYP.) REVERSE PARABOLA RIGHT END (L1) HORIZONTAL PROFILE WITHIN SUPPORT WIDTH, TYP. SOFFIT LEFT END (L1) ADDED TENDON TERMINATION, TYP. "A" TYP. 2"+ CLR L 1/10 L 1/10 L1 (FACE OF SUPPORT TO FACE OF SUPPORT) SPAN, TYP. U.N.O. B= LOW POINT AT CENTER LINE OF 0.83CL1 CL1 CL2 0.83CL2 "C" "A" L 2/10 L 2/4 CGC COLUMN OR WALL COLUMN OR WALL 1" CLEAR CENTERLINE OF STRAND & BANDED MILD REINF. POST-TENSION STRAND PROFILE LOW POINT UNIFORM MILD REINF. PER PLAN, TYP. L1/6 OR L2/6 WHICHEVER IS GREATER COLUMN OR WALL NOTE: "D"= CONCRETE (FLOOR OR ROOF) SLAB (TOTAL) THICKNESS, SEE PLAN FOR DIMENSION THICKNESS, TYP. L2 L1 EQUAL EQUAL "D" L1/6 OR L2/6 WHICHEVER IS GREATER BANDED TENDONS PER PLAN, TYP. POST-TENSION STRAND PROFILE LOW POINT UNIFORM TENDONS PER PLAN, TYP. SPAN (SEE PLAN) SPAN (SEE PLAN) MID SPAN MID SPAN MID SPAN MID SPAN RIGHT END (L1) NOTES: 1. SEE POST-TENSIONED SCHEDULE FOR A,B,C AND EFFECTIVE TENDON FORCES. 2. A,B AND C ARE DEFINED AS FOLLOWS: A. TENDONS CGS AT LEFT END B. TENDONS CGS AT MID-SPAN U.N.O. C. TENDONS CGS AT RIGHT END REFER TO BAR PLACEMENT DIAGRAM FOR DEFINITION OF MEMBER RIGHT AND LEFT ENDS. 3. CGS DENOTES THE CENTER OF GRAVITY OF POST-TENSIONING STEEL. 4. CGS DENOTES THE CENTER OF GRAVITY OF CONCRETE JOIST, BEAM OR GIRDER. CONSIDER T-BEAM ACTION WHERE APPROPRIATE. 5. h1=A-B, H2=C-B LEFT END (L1) HORIZONTAL PROFILE WITHIN SUPPORT WIDTH, TYP. L1 (SEE OTHER TENDON PROFILE DIAGRAMS) END ANCHORAGE (DEAD OR STRESSING) CGS SOFFIT STRAIGHT TENDON PROFILE 2" + CLR. "C" "A" (FACE OF SUPPORT TO END OF CANTILEVER BEAM) L2 COLUMN OR WALL T SEE PLAN (2) #7 SUPPORT BARS TYP. AT COLUMN SUPPORTS CONCRETE COLUMN, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING, TYP. BANDED TENDONS PLACE DISTRIBUTED TENDONS WHICH FALL WITHIN THE LENGTHS OF TOP REBAR BELOW THE UPPERMOST LAYER OF REBAR. PLACE REMAINDER OF DISTRIBUTED TENDONS AS SHOWN ON PLANS 1.5T COL. WIDTH 1.5T WITH DIMENSIONS SHOWN REBAR TO BE PLACED REF FOR ADD'L INFO X/SXXX NA SECTION PLAN CHAIRS AT 3'-0" O.C. MAX. (2) #4 24" TOP & BOTTOM TIED TO ANCHORAGES THROUGH TENDON SUPPORT BARS DEAD END ANCHORAGES STAGGERED AND PLACED HORIZONTAL IN SLAB REFER TO DEAD END ANCHOR DETAIL FOR TERMINATION OF TENDONS AT BANDS EQ EQ 12" HORIZONTAL EQ EQ SEE PLAN FULLY ENCAPSULATED PT TENDON SUPPORT BARS @ 48" O.C. MAX #4 CONT TOP AND BOT TIED TO ANCHOR, TYP CHAIRS @ 3'-0" O.C. MAX 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S511 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP STRUCTURAL DETAILS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 3/4" = 1'-0" 1 TYPICAL CONCRETE WALL OPENING DETAIL 3/4" = 1'-0" 5 PLACING DETAIL FOR MILD REINFORCING IN POST TENSION SLAB 3/4" = 1'-0" 2 TYPICAL REINFORCING AT EXTERIOR SLAB EDGE 3/4" = 1'-0" 3 TENDON AND REBAR PLAN AT INTERIOR COLUMN 1/2" = 1'-0" 4 PT TENDON SWEEP 3/4" = 1'-0" 6 TYPICAL POST-TENSION STRAND TENDON CGS PROFILE DIAGRAM (MULTIPLE SPAN) 3/4" = 1'-0" 7 TYPICAL POST-TENSION STRAND PROFILE UNIFORM AND MILD REINFORCING DIRECTION 3/4" = 1'-0" 8 TYPICAL POST-TENSION TENDON CGS PROFILE CANTILEVER 3/4" = 1'-0" 9 TYPICAL COLUMN SLAB SECTION 3/4" = 1'-0" 10 PLACEMENT OF ADDED UNIFORM TENDON 1 1/2" = 1'-0" 11 DEAD END ANCHOR DEVICE AT DISTRIBUTED TENDONS No. Description Date 2X #4 TOP & BOT AT 6" O.C. EXTEND 12" PAST LAST ANCHOR EQ EQ SEE PLAN FULLY ENCAPSULATED PT TENDON SUPPORT BARS @ 48" O.C. MAX #4 HAIRPIN, TOTAL EQUAL TO NUMBER OF TENDONS PLUS ONE 1'-6" GREASED AND PLASTIC WRAPPED STRAND ANCHOR CASTING NAIL TO FORM GROMMET FORM PT TENDON STRESSING TAIL CHAIR #4 TOP & BOTTOM BACKUP BARS TIED TO ANCHOR SUPPORT BARS 42"C/C MAX. 16" MIN. EQ. EQ. T NAIL TO FORM GROMMET PT TENDON STRESSING TAIL FULLY ENCAPSULATED PT STRAND TOTAL EQUAL TO NUMBER OF ANCHORS PLUS 1 #3 HAIRPIN 1'-6" SUPPORT BARS 42"C/C MAX. 3- #4 T & B @ 6"C/C, EXTEND 1'-0" BEYOND LAST ANCHOR EACH END #4 TOP & BOTTOM BACKUP BARS TIED TO ANCHOR 16" MIN. CHAIR FORM EQ. EQ. SECOND POUR FIRST POUR CONTROL JOINT TO OCCUR BETWEEN CONC. COLUMNS AT THE POINT WHERE POST-TENSION STRAND LOCATION IS AT MID-DEPTH OF CONC. SLAB THICKNESS, TYP. NOTE: COAT SURFACE OF JOINT WITH EPOXY BONDING AGENT PRIOR TO SECOND POUR, TYP. PROVIDE ADDITIONAL #4x2'-0" LONG (TOP) AT 16" O.C. (MAX.) TYP. POST-TENSION STRAND PROFILE, SEE PLAN TYP. KEY-WAY CONT., SEE PLAN TYP. EQ EQ THICKNESS SEE PLAN FOR SLAB EL. SEE PLAN T/ SLAB 2" EQ. EQ. 3 1/2" OR t/3, WHICHEVER IS SMALLER. ADD #4 x 4'-0" LG. @ 12" O.C. T & B CENTER BARS ON JOINTS. (1) #4 T & B CONT. (4)#4 @ 3" O.C. CONT. ON TENDONS @ ANCHOR (TYP EA. SIDE OF POUR STRIP) TENDON & TEMPORARY ANCHOR NOTES: 1. SPECIAL SHORING REQUIREMENTS MAY EXIST AS A RESULT OF USING CONSTRUCTION JOINT. CONTACT EOR FOR RECOMMENDATIONS. 2. MAINTAIN TENDON PROFILES THRU JOINT. JOINT SHOULD BE LOCATED WHERE TENDONS ARE APPROXIMATELY MID-DEPTH OF SLAB. 3. OTHER REINF. SPECIFIED ON THE DRAWINGS SHOULD BE CONTINUOUS THRU JOINT. 4. INTERMEDIATE P.T. ANCHORS REQUIRE TENDON PULLS AT JOINT UNLESS SPECIFIED BY P.T. SUPPLIER AND APPROVED BY EOR TO THE CONTRARY. 5. COAT SURFACE OF JOINT WITH EPOXY BONDING AGENT PRIOR TO SECOND POUR, TYP. t 0' - 2 1/4" 0' - 3 1/2" 0' - 2 1/4" 0' - 1 1/2" KEYWAY CONT., SEE PLAN EL. (SEE PLAN) T/ SLAB OPEN POST-TENSION STRAND PROFILE, SEE PLAN TYP. PROVIDE (1) #5x5'-0" LONG ON EACH SIDE OF CONCRETE THRU SLAB PENETRATIONS. CENTERED WITH THICKNESS OF SLAB. (FOR ALL OPENINGS LESS THAN 8" DIA.) TYP. COORDINATE ANY AND ALL THRU SLAB PENETRATIONS (SIZES AND LOCATIONS) WITH ARCH'L AND/OR DISCIPLINE SPECIFIC DRAWINGS TYP. CONCRETE (FLOOR OR ROOF) SLAB, SEE PLAN FOR TYPICAL INFORMATION NOT SHOWN TYP. CLR. 2" AREA OF INTERRUPTED REGULAR REINFORCING. HOOK TOP BARS ONLY (ALL FOUR SIDES) ADDITIONAL BARS EQUAL IN AREA TO INTERRUPTED BARS. MINIMUM 2 #5 TOP AND BOTTOM UNLESS NOTED OTHERWISE ON PLANS. 1#5 X 3'-6" AT EACH CORNER AT CENTER LINE OF SLAB TOP AND BOTTOM NOTES: 1. OMIT ADDED BARS AT OPENINGS OF 10" OR LESS AND RUN NORMAL REINFORCING BY SIDE OF OPENING. 2. HOOK BARS AT AFFECTED ENDS WHERE BARS CANNOT BE EXTENDED PAST OPENING. 3. OPENINGS SHALL BE SHOWN ON THE STEEL PLACING DRAWINGS AND REINFORCED ACCORDINGLY. 3' - 6" 2' - 6" 6 1" MAX. SLOPE TYP. BEGIN CURVATURE BEGIN CURVATURE OPENING, SEE PLAN FOR SIZE AND LOCATION INTERRUPTED TENDON CONTINUOUS TENDON #3 HAIRPINS, PROVIDE (3) AT 6" O.C., TYP. NOTES: 1. SEE OTHER DETAILS FOR BURSTING STEEL. SUPPORT REQUIREMENTS AND MILD REINFORCEMENT AROUND SLAB OPENING. 6" CLEAR MIN. 1' - 0" 3'-0" MAX. STRAIGHT . . 3' - 6" 3" PLAN FOR A < 3" PLAN FOR A >= 3" NOTES: 1. WHERE CLEAR SPACING BETWEEN ADJACENT SLEEVES IS LESS THAN 3", THE SLEEVE GROUP SHALL BE TREATED AS AN EQUIVALENT RECTANGULAR OPENING WITH LENGTH "L" AND WIDTH "W" AS SHOWN ABOVE. 2. WHERE CLEAR SPACING BETWEEN ADJACENT SLEEVES IS GREATER THAN OR EQUAL TO 3", SCHEDULED SLAB BAR REINFORCEMENT SHALL BE OFFSET AS REQUIRED TO MISS SLEEVES. 3. REINFORCEMENT SHOWN IS ADDITIONAL TO SCHEDULED SLAB REINFORCEMENT. 4. SCHEDULED SLAB MESH REINFORCEMENT MAY BE MAY BE CUT AS REQUIRED TO MISS PIPE SLEEVES. 5. REFER TO MECHANICAL DRAWINGS FOR LOCATION AND SIZE OF SLEEVES. 6. ISOLATED PIPE SLEEVES THAT ARE SMALLER THAN 5" AND DO NOT INTERRUPT REINFORCING DO NOT REQUIRE THE USE OF THIS DETAIL. 7. THIS DETAIL SHOULD NOT BE USED FOR OPENING GROUPS WITH DIAMETERS LARGER THAN 12". CONSULT ENGINEER FOR FRAMING OF SUCH CONDITIONS. PROVIDE 1/2" OF INTERRUPTED REINFORCEMENT PLUS ONE ADDITIONAL BAR OF SAME SIZE AS INTERRUPTED REINFORCEMENT ON EACH SIDE OF EQUIVALENT RECTANGULAR OPENING. PROVIDE MINIMUM (1) #4 T&B EACH SIDE OF OPENING EQUIVALENT RECTANGULAR OPENING (1) #4 T&B (TYPICAL) (1) #4 T&B (TYPICAL) 2'-0" TYP. 2'-0" TYP. 2" TYP. A 2'-0" MIN. LD+W/2 2'-0" MIN. LD+W/2 L A W 2" TYP. EL. (SEE PLAN) T/ ROOF SLAB EL. SEE PLAN T/ FLOOR SLAB EL. SEE PLAN T/ FOUNDATION STANDARD HOOK, TYP. LAP SPLICE PER SCHEDULE TYP OFFSET AS REQUIRED; WHERE OFFSET EXCEEDS 3", SEPARATE DOWELS ARE REQUIRED ALL COLUMN REBAR TO BE SHOP OFFSET BENT. SLOPE OF OFFSET INCLINE NOT TO EXCEED 1:6 DOWEL SIZE TO MATCH COLUMN REINFORCING W/ STANDARD ACI HOOKS 3" TIES AT SPECIFIED SPACING TIES AT 1/2 SPECIFIED SPACING 3" TIES AT SPECIFIED SPACING TIES AT 1/2 SPECIFIED SPACING TYP. 1" MIN. SHALLOW FOUNDATION, SEE PLAN & DETAILS CONCRETE BEAM CONCRETE BEAM COLUMN OFFSET (16) #9 VERTICAL #3 TIES AT 12" O.C. CC-1 30" 24" "B" BARS T & B FOUNDATION REINFORCEMENT RW-1 (h) MAX MARK W t L1 A B b STEM REINFORCEMENT "A" BARS T & B SEE SCHEDULE FOR STEM REINF WEEPHOLES AND/OR GRAVEL & DRAINAGE PIPE, SEE CIVIL CONTRACTOR TO EXERCISE CARE AND/OR PROVIDE BRACING TO PREVENT OVERLOADING WALL DURING BACKFILL OPERATION 2x4 CONT KEYWAY REFER TO CIVIL T/GRADE RETAINING WALL SCHEDULE "W" "L1" "b" 3" CLR 2" CLR LAP PER SCHEDULE 2" CLR 3" CLR "t" h (MAX) 2'-0" (MIN) SOIL COVER MAX 1' - 0" 10'-0" 2'-0" #8@12" 9-#8 CONT 18" #8@12" VERTICAL #8@12" HORIZONTAL COMPACTED SUBGRADE REFER TO CIVIL T/GRADE 3/4" CHAMFER TYP WATERSTOP — — A.2 1 CHAMFER TYP #5 @ 12" OC EW #3 TIES #3 TIES W12 COLUMN, SEE PLAN STEEL BEAM, SEE PLAN EDGE OF SLAB 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S512 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP STRUCTURAL DETAILS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 1 1/2" = 1'-0" 1 DEAD END ANCHOR DEVICE AT BANDED TENDONS 1 1/2" = 1'-0" 2 STRESSING END ANCHOR FOR UNIFORM TENDONS 1 1/2" = 1'-0" 3 STRESSING END ANCHOR FOR BANDED TENDON 3/4" = 1'-0" 4 SLAB CONSTRUCTION JOINT OR TYPICAL PT CONSTRUCTION JOINT 3/4" = 1'-0" 5 SLAB OPENING (8" MAX DIMENSION) 1/2" = 1'-0" 6 TYPICAL REINFORCEMENT AT SLAB OPENING 3/4" = 1'-0" 7 TYPICAL TENDON PLACEMENT AT SLAB OPENING 3/4" = 1'-0" 8 TYPICAL ADDITIONAL REINFORCING AROUND PIPE SLEEVES 3/4" = 1'-0" 9 TYPICAL MULTI-STORY CONCRETE COLUMN 3/4" = 1'-0" 10 CONC RETAINING WALL SECTION AND SCHEDULE No. Description Date 3/4" = 1'-0" 11 ARCHITECTURAL CONCRETE DETAIL (CLR) 2" (TYP) 4" 1 1/2" CONC PEDESTAL, SEE PLAN SPREAD FOUNDATION, SEE SCHEDULE GUSSET PLATE PER SPECIALTY ENGINEER STEEL COLUMN, SEE PLAN SECONDARY POUR CONC SLAB ON GRADE, SEE PLAN EL. (SEE PLAN) T/ SLAB EL. (SEE PLAN) T/ PEDESAL EL. (SEE PLAN) T/ FOUNDATION #4 CONT NOTE: 1. COORDINATE STIRRUP AND VERTICAL BAR LAYOUT WITH BASE PLATE. 2. PEDESTAL CENTERED ON COLUMN, UNO. 3. BRACE NOT SHOWN FOR CLARITY, REFER TO FRAME ELEVATIONS FOR BRACE SIZE AND DESIGN LOAD. 4. REFER TO DETAIL FOR COLUMN FOUNDATION SIZE AND REINFORCING. X/S-XXX NOTE: ENGINEER TO MODIFY GUSSET PLATE CALLOUT AND NOTE 3 IF CONNECTIONS ARE NOT DELEGATED 1' - 4" 1' - 4" 2' - 0" 2' - 0" #3 TIES AT 10" O.C. #3 TIES AT 10" O.C. (4) #5 BARS (12) #5 BARS P-1 P-2 A A SECTION A-A EXTERIOR FINISH - SEE ARCH'L DRAWINGS X'-X" X X'-X" PEDESTAL W/ (X) #X VERTICAL BARS AND #X TIES AT X" O.C. MAX T/ SLAB EL. (SEE CIVIL) T/ FOUNDATION EL. (SEE PLAN) SEE PLAN AND SCHEDULE FOR FOUNDATION SIZE AND REINFORCING 2" (TYP.) 2" 3" (TYP.) CONC. SLAB ON GRADE, SEE CIVIL DRAWINGS STEEL COLUMN, SEE PLAN SEE DETAIL FOR BASE PLATE AND ANCHOR BOLT INFORMATION X/X-XXX 6" ENGINEER TO EDIT PEDESTAL SIZE AND REINF. NOTES: "F" - REVERSAL BARS - OVER COLUMN HEADS AT DISCONTINUOUS ENDS "G" - REVERSAL BARS - OVER COLUMN HEADS AT INTERIOR SUPPORTS "C" - TOP BARS AT DISCONTINUOUS ENDS "E" - TOP BARS AT INTERIOR SUPPORTS "TOP BARS" - EXTEND TO 1/2 POINT OF ADJACENT SPAN U.N.O. AND LAP SPLICE PER SPLICE SCHEDULE IN STRUCTURAL NOTES BEAM PLAN DESIGNATION: CB-X BEAM TYPE BEAM DESIGNATION SIZE REINFORCING STIRRUPS NOTES "A" "B" TOP BARS CAST IN PLACE CONCRETE BEAM SCHEDULE BOT BARS CB-X X" X" (X) #X (X) #X #X @ X" "C" BARS "E" BARS SPACING EACH END U.N.O. #X @ X" SPACING INTERMED "F" BARS (X) #X X" (X) #X X" "X" "G" BARS "Y" TYPICAL BEAM STIRRUPS INTERMEDIATE BARS T&B BARS EL. VARIES, T/BEAM SEE PLAN "B" "A" L1/4 TYP 3" L1 "X" "C" BAR TOP BAR CONT. "F" BAR W/ STANDARD HOOK THROUGHOUT BOTTOM BARS GREATER L1/4 OR L2/4 GREATER L1/4 OR L2/4 TYP 6" "Y" "E" BAR TOP BAR CONT. 0 " 0 " "G" BAR W/ STANDARD HOOK THROUGHOUT BOTTOM BARS "Y" "Y" L2 L3 "Y" GREATER L2/4 OR L3/4 GREATER L2/4 OR L3/4 COLUMN OR PILE CAP SUPPORT BOTTOM BARS "E" BAR TOP BAR CONT L3/4 "Y" "Y" L4 "C" BAR BOTTOM BARS "F" BARS NOTE: WHERE SLAB IS CONT AT BEAM END, EXTEND TOP BARS 3'-0" INTO SLAB, TYP. (X) #X (X) #X #5 E.F. TYP STD ACI HOOK, TYP CONC BEAM, SEE PLAN CONC. COLUMN SEE ARCH T/ ARCH SEE PLAN T/ BEAM #5 E.F. TYP BEAM REINF., SEE SCHEDULE TYP. 2" CLR 12" TYP. SEE ARCH. DWGS. RADIUS - #3 TIES @ 12" O.C. TYP. COL. REINF., SEE SCHEDULE EXTEND VERT. COL. REINF INTO BEAM, TYP. SEE PLAN COL. WIDTH END SUPPORT, CONCRETE REINF. NOT SHOWN FOR CLARITY 90° STD HK, TILT FROM VERT AS REQ'D TO MAINTAIN CLEARANCE CONC. SLAB, SEE PLAN FOR THICKNESS INT. SLAB SUPPORT, CONCRETE REINF. NOT SHOWN FOR CLARITY LAP BEYOND, LAP NO MORE THAN 50% OF BARS AT ONE LOCATION TEMP. & SHRINKAGE REINF, SEE PLAN LAP SPLICE CLASS B MAIN REINF, SEE PLAN INT. SLAB SUPPORT, REINF. NOT SHOWN FOR CLARITY LAP SPLICE CLASS B INT. SLAB SUPPORT, CONCRETE REINF. NOT SHOWN FOR CLARITY EXTERIOR SPAN INTERIOR SPAN INTERIOR SPAN CANTILEVER SPAN (SEE SCHED) Ld END SUPPORT, CONCRETE REINF. NOT SHOWN FOR CLARITY LAP SPLICE CLASS B NOTE: FOR WHERE ONE WAY SLAB SPANS CHANGE DIRECTION OVER SUPPORT, LAP SPLICE MAIN REINFORCEMENT WITH TEMPERATURE AND SHRINKAGE STEEL ( USE LARGE LAP SPLICE REQUIRED). Ln1 Ln2 Ln3 (2) CONT BARS T&B AT SLAB EDGE, BAR SIZE TO MATCH SLAB REINFORCING EL. (SEE PLAN) T/ PANEL EL. (SEE PLAN) T/ STEEL CONC TILT PANEL, REFER TO SCHED FOR SIZE AND REINFORCING; REINFORCING NOT SHOWN FOR CLARITY CONT L5X3X1/4 (LLV) DECK SUPPORT ANGLE W/ 3/4"Ø HILTI HAS-E POST- INSTALLED ANCHOR W/ 6 1/2" EMBED AND HILTI HY-200 EPOXY AT 2'-0" O.C. MAX AND 1'-0" MAX FROM EACH END METAL ROOF DECK, REFER TO PLAN OPEN WEB STEEL JOIST OR STEEL BEAM, REFER TO PLAN NOTE: 1. MAINTAIN MIN 12" EDGE DISTANCE FOR POST INSTALLED TO TILT PANEL EDGES AND JOINTS. 2. SPLICE CONT DECK SUPPORT ANGLE PER TYPICAL DETAIL. 3. DECK SUPPORT ANGLE TO BE INSTALLED TO MATCH ROOF SLOPE AND JOIST CAMBER. 6 1/2" 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S513 04.06.2026 Checker Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP STRUCTURAL DETAILS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 3/4" = 1'-0" 1 TYPICAL CONCRETE PEDESTAL DETAIL 3/4" = 1'-0" 2 TYPICAL PEDESTAL DETAIL AT EXTERIOR COLUMN 3/4" = 1'-0" 5 TYPICAL CAST IN PLACE CONCRETE BEAM DIAGRAM AND SCHEDULE 1/2" = 1'-0" 3 TYPICAL ARCHED OPENING DETAIL AT CONC. COLUMN 3/4" = 1'-0" 6 ONE WAS SLAB REINFORCEMENT DETAIL 3/4" = 1'-0" 4 TYPICAL DETAIL ROOF DECK SUPPORT ANGLE AT TILT WALL No. Description Date COMPOSITE METAL DECK NOT SHOWN FOR CLARITY NOTES: 1. SEE SCHEDULE ABOVE FOR NUMBER OF BOLTS (3" GA.) 2. TABULATED VALUES ARE VALID FOR BEAMS WITH STANDARD OR SHORT-SLOTTED HOLES, FULLY TIGHTENED OR SNUG TIGHT. 3. COPE BEAM FLANGE AS REQUIRED, TOP & BOTTOM (REINFORCE WHERE REQUIRED TO SUSTAIN AISC SPECIFIED CAPACITY) W8/W10 BEAM SIZE (SEE PLAN) W12/W14 W16/W18 W24 2 3 4 6 STEEL GIRDER "B" STEEL BEAM "A" (SEE PLAN) NO. OF 7/8"Ø A325-N BOLTS IN BEAM "A" NO. OF 7/8"Ø A325-N BOLTS IN GIRDER "B" 4 6 8 12 2L4x4x3/8 x 0'-6" 2L4x4x3/8 x 0'-9" 2L4x4x3/8 x 1'-0" 2L4x4x3/8 x 1'-6" ANGLE SIZE W21 5 10 2L4x4x3/8 x 1'-3" FLOOR BEAM TO GIRDER CONNECTION SCHEDULE 3" TYP 3" 1 1/2" 2 1/2" 4" EL. SEE PLAN T/ STEEL W24 W27 5 6 7 W12/W14 W16/W18 W21 3 2L4x4x3/8 x 0'-9" 4 2L4x4x3/8 x 1'-0" 2L4x4x3/8 x 1'-3" 2L4x4x3/8 x 1'-6" 2L4x4x3/8 x 1'-9" W30 8 2L4x4x3/8 x 2-0" W33 9 2L4x4x3/8 x 2'-3" W36 10 2L4x4x3/8 x 2'-6" ANGLE SIZE NO. OF 7/8" DIA. A325-N BOLTS BEAM SIZE (SEE PLAN) FLOOR GIRDER CONNECTION TO STEEL COLUMN COL W-GIRDER W-GIRDER HSS COL. X 2L4x4, SEE SCHEDULE FOR SIZE COL X W-COLUMN W-GIRDER W-GIRDER 2L4x4, SEE SCHEDULE FOR SIZE COMPOSITE METAL DECK NOT SHOWN FOR CLARITY NOTES: 1. WHERE GIRDER CONNECTIONS FRAME INTO COLUMN WEB FROM BOTH SIDES, EXTEND CONNECTION ONE SIDE BY ONE EXTRA BOLT ROW FOR ERECTION. 2. L4x3 ANGLES MAY BE USED AT SMALLER COLUMNS TO FACILITATE CONNECTION FIT-UP. 3. CONNECTION ANGLES MAY BE SHOP WELDED TO W-COLUMNS. 4. COPE BEAM/GIRDER FLANGES AS REQ'D. 5/16 5/8" RETURN TOP NOTE TO ENGINEER: DOUBLE ANGLE CONNECTION REQUIRES GREATER THAN A 6" WIDE TUBE TO FACILITATE FIT-UP OF ANGLE W8/W10 2 2L4x4x3/8 x 0'-6" TYPICAL FLOOR GIRDER CONNECTION AT WALL EDGE CASE 2 W-GIRDER WALL EDGE EMBED PL COMPOSITE DECK NOT SHOWN FOR CLARITY NOTES: 1. SEE SCHEDULE ABOVE FOR NUMBER OF BOLTS (3" GA.) 2. CONNECTIONS ARE VALID FOR GIRDERS WITH STANDARD OR SHORT- SLOTTED HOLES, FULLY TIGHTENED OR SNUG TIGHT. 3. LENGTH OF HEADED STUDS SHALL BE 4" FOR WALLS 5.5" TO 7.25" THICK, 6" FOR WALLS 7.5" TO 9.5" THICK, AND 8" FOR WALLS 10" OR THICKER. 4. HEADED STUDS SHALL BE ARRANGED IN ROWS OF THREE, W/ 2" EDGE DISTANCE TYPICAL. 5. THIS DETAIL APPLIES AT TILT-UP AND CIP CONCRETE WALLS, CONCRETE BEAMS/COLUMNS, AND TIE BEAMS IN MASONRY WALLS. 6. CASE 1 WALL EDGE CONDITION SHALL APPLY WHENEVER BEAM CENTERLINE IS LESS THAN 12", BUT MORE THAN OR EQUAL TO 4", FROM WALL EDGE. 7. CASE 2 WALL EDGE CONDITION SHALL APPLY WHENEVER BEAM CENTERLINE IS LESS THAN 4" FROM EDGE OF WALL. 8. NOTIFY THE ENGINEER IF THE BEAM CENTERLINE LIES OUTSIDE WALL EDGE. 9. MAXIMUM ALLOWABLE REACTIONS ARE BASED ON 4000 PSI CRACKED CONCRETE USING ACI 318 APPENDIX D METHOD. 10. PROVIDE (2)#5x6' BARS EACH WAY UNDER EACH EMBED. EMBED PL, SEE SCHEDULE 2L4x3, SEE SCHEDULE TOP WELD PL, SEE SCHEDULE 2L4x3, SEE SCHEDULE W GIRDER, SEE PLAN CONCRETE WALL OR TIE BEAM 5/16 5/8" RETURN TOP, TYP 2" 8" 8" 2" 4" 2" 5/16 3 SIDES TYP 2" 1' - 8" MIN. 1' - 0" 5/16 5/8" RETURN TOP, TYP TYPICAL FLOOR GIRDER CONNECTION AT WALL EDGE CASE 1 WALL EDGE EMBED PL, SEE SCHEDULE 2L4x3, SEE SCHEDULE W GIRDER, SEE PLAN 2" 8" 8" 6" 2" 2" 5/16 5/8" RETURN TOP, TYP 4" MIN. 5" MAX W24 W27 5 6 7 W12/W14 W16/W18 W21 3 2L4x3x3/8 x 0'-9" 5/8"x16"x1'-6" (12) 3/4" DIA. 5/8"x24"x1'-9" 4 2L4x3x3/8 x 1'-0" 5/8"x16"x1'-9" (15) 3/4" DIA. (12) 3/4" DIA. 5/8"x24"x2'-0" 2L4x3x3/8 x 1'-3" 5/8"x16"x2'-0" 5/8"x24"x2'-3" 2L4x3x3/8 x 1'-6" 3/4"x16"x2'-3" (15) 3/4" DIA. 3/4"x24"x2'-6" 2L4x3x3/8 x 1'-9" 3/4"x16"x2'-6" (18) 3/4" DIA. 3/4"x24"x2'-9" W30 8 2L4x3x3/8 x 2-0" 3/4"x16"x2'-9" (18) 3/4" DIA. 3/4"x24"x3'-0" W33 9 2L4x3x3/8 x 2'-3" 3/4"x16"x3'-0" (21) 3/4" DIA. 3/4"x24"x3'-3" W36 10 2L4x3x3/8 x 2'-6" 3/4"x16"x3'-3" (21) 3/4" DIA. 3/4"x24"x3'-6" 3/4"x1'-8"x2'-6" 3/4"x1'-8"x2'-3" 3/4"x1'-8"x2'-0" 3/4"x1'-8"x1'-9" 3/4"x1'-8"x1'-3" 3/4"x1'-8"x1'-6" HEADED STUD ANCHORS HEADED STUD ANCHORS CASE 1 & 2 TOP WELD PL CASE 2 NEAR WALL EDGE AT TYPICAL CONDITION ANGLE SIZE NO. OF 7/8"Ø A325N BOLTS GIRDER SIZE (SEE PLAN) EMBED PL EMBED PL CASE 1 FLOOR GIRDER CONNECTION TO CONCRETE WALL (12) 3/4" DIA. (15) 3/4" DIA. (12) 3/4" DIA. (15) 3/4" DIA. (18) 3/4" DIA. (18) 3/4" DIA. (21) 3/4" DIA. (21) 3/4" DIA. 3/4"x1'-8"x2'-9" 3/4"x1'-8"x3'-0" 5/8"x20"x1'-9" 5/8"x20"x2'-0" 5/8"x20"x2'-3" 3/4"x20"x2'-6" 3/4"x20"x2'-9" 3/4"x20"x3'-0" 3/4"x20"x3'-3" 3/4"x20"x3'-6" EMBED PL CASE 2 MAXIMUM ALLOWABLE END REACTION (ASD) STUD L=4" STUD L=6" STUD L=8" 39 45 50 57 63 69 74 80 50 56 63 70 77 83 88 94 63 71 78 85 92 98 103 110 MAXIMUM ALLOWABLE END REACTION (ASD) STUD L=4" STUD L=6" STUD L=8" 4.7 5.3 6.0 6.7 7.3 8.0 8.7 9.3 5.3 6.0 7.3 8.0 8.7 9.3 10.7 11.3 6.0 6.7 7.7 8.7 9.3 10.0 11.3 12.0 (2)#5x6' BARS E.W. TYP W24 5 6 W-BEAM EMBED PL, SEE SCHEDULE 2L4x3, SEE SCHEDULE W8/W10 W12/W14 W16/W18 W21 2L4x3x3/8 x 0'-6" 5/8"x12"x1'-4" (6) 3/4" DIA. 1/2"x20"x1'-6" (8) 3/4" DIA. 1/2"x1'-5"x1'-0" 2 3 2L4x3x3/8 x 0'-9" 5/8"x12"x1'-6" (8) 3/4" DIA. 1/2"x20"x1'-9" (10) 3/4" DIA. 5/8"x1'-5"x1'-3" 4 2L4x3x3/8 x 1'-0" 5/8"x12"x1'-8" (10) 3/4" DIA. (8) 3/4" DIA. 5/8"x20"x2'-0" (10) 3/4" DIA. 3/4"x1'-5"x1'-6" 2L4x3x3/8 x 1'-3" 5/8"x12"x1'-10" 5/8"x20"x2'-4" (12) 3/4" DIA. 3/4"x1'-5"x1'-9" 2L4x3x3/8 x 1'-6" 3/4"x12"x2'-0" (10) 3/4" DIA. 3/4"x20"x2'-6" (14) 3/4" DIA. 3/4"x1'-5"x2'-0" COMPOSITE DECK NOT SHOWN FOR CLARITY HEADED STUD ANCHORS HEADED STUD ANCHORS CASE 1 & 2 TOP WELD PL CASE 2 NEAR WALL EDGE AT TYPICAL CONDITION ANGLE SIZE NO. OF 7/8"Ø A325N BOLTS BEAM SIZE (SEE PLAN) EMBED PL EMBED PL CASE 1 FLOOR BEAM CONNECTION TO CONCRETE WALL MAXIMUM ASD ALLOWABLE END REACTION (KIPS) 38 60 68 72 76 CONCRETE WALL, BEAM, OR TIE BEAM NOTES: 1. SEE SCHEDULE FOR NUMBER OF BOLTS (3" GA.) 2. CONNECTIONS ARE VALID FOR BEAMS WITH STANDARD OR SHORT- SLOTTED HOLES, FULLY TIGHTENED OR SNUG TIGHT. 3. LENGTH OF HEADED STUDS SHALL BE 4" FOR WALLS 5.5" TO 7.25" THICK, 6" FOR WALLS 7.5" TO 9.5" THICK, AND 8" FOR WALLS 10" OR THICKER. 4. HEADED STUDS SHALL BE ARRANGED IN ROWS OF TWO, W/ 2" TYP. EDGE DISTANCE. 5. THIS DETAIL APPLIES AT TILT-UP AND CIP CONCRETE WALLS, CONCRETE BEAMS/COLUMNS, AND TIE BEAMS IN MASONRY WALLS. 6. CASE 1 WALL EDGE CONDITION SHALL APPLY WHENEVER BEAM CENTERLINE IS LESS THAN 12", BUT MORE THAN 4", FROM WALL EDGE. 7. CASE 2 WALL EDGE CONDITION SHALL APPLY WHENEVER BEAM CENTERLINE IS LESS THAN 4" FROM EDGE OF WALL. 8. NOTIFY THE ENGINEER IF THE BEAM CENTERLINE LIES OUTSIDE WALL EDGE. 5/16 5/8" RETURN TOP, TYP 1/2"x16"x1'-6" 1/2"x16"x1'-9" 5/8"x16"x2'-0" 5/8"x16"x2'-4" 3/4"x16"x2'-6" EMBED PL CASE 2 5/16 5/8" RETURN TOP TYPICAL ROOF BEAM CONNECTION AT WALL EDGE CASE 2 EMBED PL SEE SCHEDULE 2L4X3, SEE SCHEDULE TOP WELD PL SEE SCHEDULE WALL EDGE W BEAM TYPICAL ROOF BEAM CONNECTION AT WALL EDGE CASE 1 EMBED PL SEE SCHEDULE 2L4X3, SEE SCHEDULE WALL EDGE W BEAM 2" 2" MIN 8" 5" MAX 5/16 5/8" RETURN TOP 2" 1' - 0" 2" 4" 5/16 3 SIDES 2" 1' - 0" 6" 4" MIN 4" SECTION B-B B B SECTION A-A SPLICE PLATE METAL DECK EDGE ANGLE / DIAPHRAGM CHORD EDGE ANGLE / DIAPHRAGM CHORD METAL DECK SPLICE PLATE 1/2"x4 1/2"x10" 3/4"x2 1/2"x1'-2" 1/2"x3 1/2"x1'-0" 1/2"x2 1/2"x9" L5x3x1/4 LLH L5x3x1/4 LLV L4x4x1/4 ANGLE L3x3x1/4 PLATE DIM. EDGE ANGLE & DIAPHRAGM CHORD SPLICES 1/4 A A 1/4 . . . . 7370 Cabot Court Suite 103 Melbourne, FL 32940 P 321.636.0274 ©Copyright 2020 TLC No.: www.tlc-engineers.com COA 15 ® REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER 523342 S521 04.06.2026 JFV VL 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP STRUCTURAL DETAILS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2020 3/4" = 1'-0" 1 TYPICAL FLOOR BEAM TO GIRDER CONNECTION 3/4" = 1'-0" 2 TYPICAL FLOOR BEAM/GIRDER TO COLUMN CONNECTION 3/4" = 1'-0" 3 TYPICAL FLOOR GIRDER TO CONCRETE WALL CONNECTION 3/4" = 1'-0" 4 TYPICAL FLOOR BEAM TO CONCRETE WALL CONNECTION 1 1/2" = 1'-0" 5 TYPICAL DIAPHRAGM CHORD SPLICE No. Description Date HOSPITAL GROUND ROAD OLD HOSPITAL ROAD HOSPITAL GROUND ROAD DHS / DOH 4-STORY OFFICE BUILDING DOH WIC PARKING DECK DOH JSM 20 STANDARD SPACES 6 STANDARD SPACES 3 COMPACT SPACES 6 STANDARD SPACES 2 ACCESSIBLE SPACES 4 STANDARD SPACES 19 STANDARD SPACES 6 STANDARD SPACES 3 8 STANDARD SPACES 17 STANDARD SPACES 9 STANDARD SPACES 4 HISTORIC BUILDING 2 HISTORIC BUILDING 1 35 STANDARD SPACES 2 EXISTING SPACES 24' GATE 24' GATE 24' GATE 24' GATE 22' GATE LOADING LOADING MAIN ENTRY BETHLEHEM HOUSE ENTRY STEP STREET A201 D1 A201 B1 A202 D1 A202 B1 D1 A302 D1 A302 B1 A303 B1 A303 B1 A301 B1 A301 602 603 506 A203 E1 A203 C1 A203 B1 COMPACT COMPACT COMPACT COMPACT COMPACT B1 A302 B1 A302 A004 B4 A004 D4 020 020 020 020 020 501 501 501 501 501 501 501 501 501 020 020 009 501 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 010 010 011 011 011 011 011 011 011 011 011 011 012 013 602 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 030 012 012 018 018 018 018 018 018 019 019 019 019 019 019 017 017 017 017 017 017 017 017 017 017 012 501 501 024 024 024 024 025 277 017 017 026 027 027 027 024 024 16 STANDARD SPACES 16 STANDARD SPACES 8 STANDARD SPACES 3 ACCESSIBLE SPACES 20 STANDARD SPACES 4 STANDARD SPACES BETHLEHEM HOUSE 033 033 033 036 030 030 030 030 030 030 030 030 030 030 030 042 042 042 042 042 041 041 041 041 039 039 039 039 044 051 044 039 039 A010 D3 284 A004 B2 046 046 036 003 047 048 048 048 048 048 048 048 048 048 048 048 048 048 048 048 048 050 050 050 050 050 050 048 048 044 NORTH PLOT PROPERTY LINE SETBACK LINE UNMARKED CORNER UTILITY POLE CONCRETE MONUMENT (FOUND) SEWER LINE FENCE CHAINLINK LINE ELECTRIC LINE SITE SYMBOL LEGEND REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A001 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP ARCHITECTURAL SITE PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1" = 20'-0" A001 ARCHITECTURAL SITE PLAN A1 # No. Description Date PARKING SUMMARY UPPER DECK: 69 LOWER DECK: 71 SURFACE: 142 TOTAL PROVIDED: 282 [TOTAL ACCESSIBLE: 9] PARKING ALLOCATION DHS Code: 136 DHS Fleet: 50 DOH Code: 22 DOH Fleet: 49 DOH WIC: 7 DOH JSM: 32 CC BH: 7 TOTAL REQUESTED: 303 KEYNOTES - NEW WORK # DESCRIPTION 000 - SITE 002 EXISTING TREE LOCATION, PROTECT FOR DURATION OF CONSTRUCTION 003 GENERATOR ENCLOSURE 009 CAST IN PLACE SITE STAIR WITH RAILINGS - SEE CIVIL 010 CONNECT DRAINAGE PIPING TO STORMWATER SYSTEM - SEE CIVIL 011 ON GRADE PARKING AREA - SEE CIVIL 012 MOTORIZED VEHICLE ACCESS GATE - SEE CIVIL 013 RECONFIGURED RETAINING WALL - SEE CIVIL AND STRUCTURAL 017 CONCRETE PLANTER WITH BENCH SEAT - SEE CIVIL/PLUMBING FOR DRAINS 018 PEDESTRIAN CROSSWALK 019 SPECIALTY LIGHTING - BUILDING SIGNAGE & LANDSCAPING 020 BOLLARD WITH LIGHTING 024 EXISTING STRUCTURE TO BE PROTECTED AT ALL TIMES DURING ADJACENT DEMOLITION AND CONSTRUCTION 025 EXISTING HISTORIC WALL TO BE PROTECTED AT ALL TIMES DURING ADJACENT DEMOLITION AND CONSTRUCTION 026 DUMPSTER ENCLOSURE 027 PROPERTY LINE 030 LIGHT POLE – SEE CIVIL / ELECTRICAL 033 PARKING DECK ENTRY RAMP 036 NEW TRANSFORMER ON CONCRETE PAD 039 HANDICAP PARKING SPACE 041 HANDICAP LOADING ZONE 042 COMPACT PARKING SPACE 044 PASSENGER LOADING ZONE 046 BOLLARD – SEE CIVIL 047 GENERATOR; SEE ELECTRICAL KEYNOTES - NEW WORK 048 NATURAL AREA 050 DRIVEWAY PAVING - SEE CIVIL 051 PROPOSED LOCATION OF VITRAN BUS STOP 200 - ROOF & EXTERIOR 277 OUTDOOR KITCHEN AREA WITH SINK AND BARBECUE GRILL - SEE ENLARGED PLANS/ELEVATIONS 284 GALVANIZED STEEL OPEN GRATE CAP OVER CHILLER ENCLOSURE 500 - VERTICAL CIRCULATION 501 CAST IN PLACE CONCRETE RAMP WITH ANODIZED ALUMINUM RAILING TO MEET ADA GUIDELINES WITH 1:12 MAXIMUM SLOPE. 506 ANODIZED ALUMINUM HANDRAIL 600 - COORDINATION 602 CAST IN PLACE CONCRETE PATIO - SEE STRUCTURAL 603 MECHANICAL EQUIPMENT YARD - COORDINATE DRAINAGE & EQUIPMENT WITH MECHANICAL DRAWINGS G.B G.A G.1 -3' - 0" G1A 2' - 0" 28' - 4" 2' - 0" 2' - 0" 16' - 2 1/4" 2' - 0" 047 270 24' - 0" 10' - 4" 026 046 046 046 046 038 029 029 048 G.A G.3 G.4 1'-8" 16'-4" 1'-8" 16'-4" 1'-8" 1' - 8" 24' - 3 3/4" 1' - 6" 0000A 270 126 112 112 034 034 035 263 263 263 284 ABOVE GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A004 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP ENLARGED PLANS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/4" = 1'-0" A004 ENLARGED PLAN - GENERATOR ENCLOSURE B4 No. Description Date 1/4" = 1'-0" A004 ENLARGED PLAN - DUMPSTER ENCLOSURE D4 1/4" = 1'-0" A004 ENLARGED PLAN - CHILLER ENCLOSURE PLAN B2 KEYNOTES - NEW WORK 000 - SITE 026 DUMPSTER ENCLOSURE 029 CURB AT EDGE OF PAVING - SEE CIVIL DRAWINGS 034 CHILLER EQUIPMENT AS SPECIFIED BY MEP 035 CHILLER PIPING - SEE MEP 038 PARKING STRIPING 046 BOLLARD – SEE CIVIL 047 GENERATOR; SEE ELECTRICAL 048 NATURAL AREA 100 - WALLS AND OPENINGS 112 PARKING DECK SCREEN - PRE-ENGINEERED METAL MESH PANEL WITH CUSTOM COLOR PATTERN 126 HOLLOW METAL DOOR AND FRAME AS SCHEDULED 200 - ROOF & EXTERIOR 263 ROOF DRAIN WALL SCUPPER WITH COLLECTORHEAD, HEAVY GUAGE ALUMINUM DOWNSPOUT - CONNECT TO UNDERGROUND PIPING - SEE CIVIL 270 OPEN METAL GRATE FLOORING OVER GRADE 284 GALVANIZED STEEL OPEN GRATE CAP OVER CHILLER ENCLOSURE G.E 2 A 1.1 A.1 D1 A010 A1 A010 C1 A010 505 506 6'-4" 6'-6" 8" 6'-0" SLOPE SLAB TO DRAIN AL-3 1'-4" 2" 10' - 6" 1' - 6" 7' - 4 1/2" 3' - 3 1/2" 10' - 10" 118° 118° 1'-6" 1'-6" 4' - 6" 3'-0" 3'-0" 608 3" 4'-0" MIN. CLR. 3" 102 102 118° 6" 8" 4" 4" 8" 6" 6" 8" 4" 4" 8" 6" 014 045 1'-6" 017 632 014 G.E 2 3 A 3.1 1.1 A.1 D1 A010 A1 A010 C1 A010 12'-0" (12 EQ. TREADS @ 1' - 0") 11 3/4" 118° 12'-0" (12 EQ. TREADS @ 1' - 0") 11 33/256" 505 506 6'-0" 8" 6'-0" AL-3 016 016 016 016 016 3" 4'-0" MIN. CLR. 3" 3" 4'-0" MIN. CLR 3" 506 102 508 AL-3 102 102 017 017 201 1/8" / 12" 1/8" / 12" 269 MAIN FLOOR 64' - 6" LOWER FLOOR 49' - 6" G.1 2 D1 A010 12' - 0" (12 EQ. TREADS @ 1' - 0") (13 EQUAL RISERS) 7'-4 5/8" 505 506 AL-3 3'-0" 3'-6" 102 3'-6" 3'-0" 3'-6" 1'-6" ST-1 508 AL-3 008 MAIN FLOOR 64' - 6" LOWER FLOOR 49' - 6" G.E A A.1 A1 A010 6'-0" 8" 5'-0" 1'-6" 102 506 505 1'-7" ST-3 AL-3 014 ST-1 045 ST-1 716 508 AL-3 008 MAIN FLOOR 64' - 6" LOWER FLOOR 49' - 6" 2 3/4" (13 EQUAL RISERS) 7'-4 5/8" 12' - 0" (12 TREADS @ 1'-0") 505 506 AL-3 3'-0" 3'-6" 102 ST-1 008 GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A010 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP EXTERIOR STAIR NORTH B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/4" = 1'-0" A010 ENLARGED PLAN - NORTH STAIR LOWER FLOOR B3 1/4" = 1'-0" A010 ENLARGED PLAN - NORTH STAIR LOWER FLOOR1 D3 1/4" = 1'-0" A010 SECTION A - NORTH STAIR A1 1/4" = 1'-0" A010 SECTION C - NORTH STAIR D1 No. Description Date 1/4" = 1'-0" A010 SECTION B - NORTH STAIR1 C1 KEYNOTES - NEW WORK 000 - SITE 008 BACKFILL 014 CAST IN PLACE CONCRETE BENCH 016 TRENCH DRAIN - REFER TO CIVIL/ PLUMBING 017 CONCRETE PLANTER WITH BENCH SEAT - SEE CIVIL/PLUMBING FOR DRAINS 045 CONCRETE WALL BELOW CONCRETE BENCH 100 - WALLS AND OPENINGS 102 CAST IN PLACE CONCRETE WALL WITH 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH 200 - ROOF & EXTERIOR 201 OUTLINE OF STRUCTURE ABOVE 269 LIGHT WELL AND EXTERIOR STAIR - SLAB OPENING TO LEVEL BELOW 500 - VERTICAL CIRCULATION 505 CAST IN PLACE EXTERIOR SEALED CONCRETE STAIR WITH ANODIZED ALUMINUM RAILINGS - SEE STRUCTURAL 506 ANODIZED ALUMINUM HANDRAIL 508 ANODIZED ALUMINUM GUARDRAIL 600 - COORDINATION 608 SLOPE FLOOR TO DRAIN 1/8" / 12" - SEE PLUMBING/CIVIL 632 SLAB ON GRADE 700 - RCP 716 EXTERIOR SOFFIT - REFER TO RCPS FOR MATERIAL AND FINISH FINISH SELECTIONS - EXTERIOR MARK MATERIAL TYPE PRODUCT DESCRIPTION INSTALLATION COMMENTS 100 - WALLS AND OPENINGS AL-3 ANODIZED ALUMINUM - CLEAR CLEAR ANODIZED ALUMINUM STOREFRONT CLADDING ST-1 WHITE SYNTHETIC STUCCO PIGMENTED TWO COAT REINFORCED SYNTHETIC STUCCO APPLIED TO CIP WALL STRUCTURE (MASTERWALL OR EQUAL) - WHITE ST-3 (3 COLORS - TBD) SYNTHETIC STUCCO PIGMENTED TWO COAT REINFORCED SYNTHETIC STUCCO APPLIED TO CIP WALL STRUCTURE (MASTERWALL OR EQUAL) - MULTICOLOR 6 A 6.1 A2 A011 A1 A011 12'-0" (12 EQ. TREADS @1' - 0") LANDING 5'-0" 12'-0" (12 EQ. TREADS @1' - 0") 1'-0" 1'-0" 503 505 1'-1" 5'-0" 3'-6" AL-3 201 029 6 A 6.1 A2 A011 A1 A011 5'-0" 8" 4'-8 1/4" 508 015 029 AL-3 503 AL-3 505 12'-0" 5'-0" 22'-0" MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" 6 6.1 (13 EQUAL RISERS) 7' - 5 1/2" (13 EQUAL RISERS) 7' - 4 3/4" 3'-0" 3'-0" 503 505 AL-3 W1 E01A W1 SF9 W1 SF11 0300A W1 W1 716 716 102 ST-1 EP-5 EP-5 008 MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" A A.1 1/8" / 12" GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A011 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP EXTERIOR STAIR SOUTH B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/4" = 1'-0" A011 ENLARGED PLAN - SOUTH STAIR LOWER FLOOR A4 1/4" = 1'-0" A011 ENLARGED PLAN - SOUTH STAIR UPPER FLOOR B4 1/4" = 1'-0" A011 SECTION - SOUTH EXTERIOR STAIR WEST A2 1/4" = 1'-0" A011 SECTION B - SOUTH STAIR A1 No. Description Date KEYNOTES - NEW WORK 000 - SITE 008 BACKFILL 015 EXTERIOR EXPANSION JOINT COVER 029 CURB AT EDGE OF PAVING - SEE CIVIL DRAWINGS 100 - WALLS AND OPENINGS 102 CAST IN PLACE CONCRETE WALL WITH 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH 200 - ROOF & EXTERIOR 201 OUTLINE OF STRUCTURE ABOVE 500 - VERTICAL CIRCULATION 503 ANODIZED ALUMINUM HANDRAIL & GUARDRAIL 505 CAST IN PLACE EXTERIOR SEALED CONCRETE STAIR WITH ANODIZED ALUMINUM RAILINGS - SEE STRUCTURAL 508 ANODIZED ALUMINUM GUARDRAIL 700 - RCP 716 EXTERIOR SOFFIT - REFER TO RCPS FOR MATERIAL AND FINISH FINISH SELECTIONS - EXTERIOR MARK MATERIAL TYPE PRODUCT DESCRIPTION INSTALLATION COMMENTS 100 - WALLS AND OPENINGS AL-3 ANODIZED ALUMINUM - CLEAR CLEAR ANODIZED ALUMINUM STOREFRONT CLADDING EP-5 VARIES SEE RCP FOR INTERIOR AND EXTERIOR CEILING MATERIALS AND FINISH INFORMATION ST-1 WHITE SYNTHETIC STUCCO PIGMENTED TWO COAT REINFORCED SYNTHETIC STUCCO APPLIED TO CIP WALL STRUCTURE (MASTERWALL OR EQUAL) - WHITE G.E D1 A302 D1 A302 B1 A301 B1 A301 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 A E C D B 3.1 3.1 6.1 6.1 D.2 1.1 1.1 A.1 8.1 8.1 D.1 A.2 B.1 WALK-INS 0112 APS CASE WORKER 0203 WORKSHOP 0105 TRANSPORT. DIRECTOR 0106 DIRECTOR 0107 TOOLS 0104 TOOLS 0103 ELECTRICAL / IT 0102 CUST. SUPPLY 0110 DRIVERS' LOUNGE 0109 NUTR. DIRECTOR 0207 HOME DIRECTOR 0208 FGRS DIRECTOR 0209 SCEP. DIRECTOR 0210 RECORDS 0201 SUPPLIES 0212 APS CASE WORKER 0223 APS CASE WORKER 0222 SNR NUTR. AIDE 0205 APS CASE WORKER 0204 APS CASE WORKER 0202 CUST. 0006 APS DIR. OFFICE 0224 I&R DIRECTOR 0218 I&R ID STAFF 0217 FCP CASE WORKER 0216 ASST. ADMIN 0214 ADMINISTRATOR 0215 CONF. ROOM 0009 ADMINISTRATOR 0503 SOCIAL WORKER 0502 BREAKROOM 0008 SOCIAL WORKER 0306 SOCIAL WORKER 0302 RECORDS 0505 SOCIAL WORKER 0302 SOCIAL WORKER 0309 SOCIAL WORKER 0308 DISTRICT MANAGER 0307 PUBLIC TOILET 0005 STAFF WC 0007 DETAINEE TOILET 0304A HOLDING ROOM 0304 ADMIN. COOR. 0501 FCP ASST. DIRECTOR 0211 MECHANICAL 0101 WAITING ROOM 0219 RECORDS 0305 ELEV. 03 E03 STAIR 2 S02 NUTR ADMIN ASST 0206 WORKROOM 0504 RECEPTION 0303 WORKROOM 0303A WAITING 0301 PUBLIC TOILET 0004 TLT 0109C WORKROOM 0220 13'-11" 9'-0" 9'-0" 9'-11" 11'-1" 10'-9" 10'-10" 10'-9" 10'-7" 9'-10" 22'-0" 7'-5" 11'-8" 7'-10" 3'-6" 3'-2" STAIR 3 S03 PUMP 0011 LOBBY 0001 0108A 0109A 0109B 0200C 0218A 0104A 0103A 0105A 0107A 0106A 0102A 0101A 0210A 0009A 0100A 0003A 0505A 0502A 0202A 0204A 0205A 0224A 0222A 0223A 0212A 0006A 0215A 0216A 0214A 0211A 0209A 0208A 0207A 0503A 0110B 0217A 0110A 0005A 0004A 0500A 0008A 0302A 0305A 0307A 0306A 0300B 0304B 0304A 0309A 0301A 0308A 0007A 0203A 0109C DIPS CORRIDOR 0002 STORAGE 0003 SCA CORRIDOR 0200 OPS CORRIDOR 0100 CORRIDOR 0300 RSICA CORRIDOR 0500 0002A 0300A 0001A S02A 0100B 0011A FIRE PUMP 0012 0012A 12'-6" 14'-8" 10'-9" 10'-3" 12'-9" 6'-7" 9'-6" 11'-8" 13'-8" A502 B5 A503 D3 A504 D3 B2 A502 0700A 6" REFER TO SHEET A141 FOR CONTINUATION D1 A301 D1 A301 COMPACT EQ EQ E01A 2'-3" CUSTODIAL OFFICE 0108 DOMESTIC CISTERN 0014 B1 A302 B1 A302 A010 B3 A011 A4 ELEVATOR CTRL E03A 9'-0" 9'-0" 1'-5" 3'-8" 9'-0" 6" D1 A304 D1 A304 11'-8" S03A E03A 18'-8" 10'-10" TENANT LOBBY 0700 11'-6" 20'-0" 31'-6" 10'-6" 21'-0" 31'-6" 31'-6" 10'-6" 21'-0" 31'-6" 12'-0" 11'-6" 20'-0" 31'-6" 10'-6" 21'-0" 31'-6" 31'-6" 10'-6" 21'-0" 10'-6" 21'-0" 12'-0" DOMESTIC CISTERN 0015 FIRE CISTERN 0013 12'-6" 7'-0" VAN ELEV 01 E01 2'-11" 0200B 7.1 7.1 3'-0" 23'-0" 22'-0" 46'-0" 36'-0" 38'-0" 10'-9" 21'-0" 10'-6" 10'-6" 10'-6" 21'-0" 10'-6" 10'-6" 21'-0" 10'-6" 10'-6" 9'-0" 9'-0" 1'-4" 9'-0" 9'-0" 9'-0" 4" 15'-8" 16'-6" 1'-10" 11'-6" 9'-8" 73'-4" 33'-10" 13'-1" 21'-6" ALIGN 6" 12'-6" 8'-7" 9'-0" 1'-5" 9'-0" 9'-0" 9'-0" 11" 6'-6" 13'-0" 202'-8" 13'-1" 8"2'-1" 9'-9" 8'-8" 1'-6" 8" 1'-6" 14'-10" 8'-0" 10'-8" 14'-4" 9'-11" 9'-11" 3'-6" 4'-0" 6'-0" 5'-9" 3'-6" 7'-0" 3'-6" 3'-2" 11" 3'-6" 8" 1'-2" 8'-9" 12'-8" 9'-11" 8" 3'-9" 6'-4" 3'-0" 2'-2 1/2" 10'-11" 3'-7" 6'-1 1/2" 2'-0" 3'-6" 7'-0" 4'-9" 4'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 4'-0" 1'-0" 14'-6" 29'-0" 11'-6" 19'-0" 14'-6" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 5'-3" 3'-6" 3'-6" 5'-3" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 3'-8" 14'-0" 3'-0" 5'-0" 5'-5" 2'-7" 11'-1" 11'-6" 18'-8" ALIGN 5'-5" 9'-6" 1'-3" 11" 7'-8" 2'-3" 10'-0" 8'-3" 5'-7" 4'-2" ALIGN ALIGN 5'-11" 9'-2" 7'-6" 3'-11" 7'-5" 5'-5" 5'-7" 3'-7" 5'-11" 9'-4" 11" 8'-5" 9'-4" 12'-2" 5'-10" 13'-2" 2'-3" ALIGN ALIGN ALIGN 13'-0" 12'-0" 11'-6" 4'-6" 27'-0" 1'-0" 28'-0" 2'-6" 10'-6" 15'-0" 5'-6" 6'-4" 118° 6'-8" 6'-0" 3'-6" 6'-0" 6'-8" 21'-3" 33'-6" 22'-11" 29'-4" 1'-0" 28'-4" 1'-0" 20'-8" 6" 7'-8" 20'-2" 20'-2" 18'-0" 24'-4" 18'-0" 4" 6" 4" 2'-0" 5'-3" 15'-0" 28'-0" 1'-4" 21'-2" 4'-4" 3'-7" 6'-5" 4" 17'-10" 18'-4" 2'-0" 8" 2'-0" 6" 16'-0" 2'-0" 4" 4'-9" 33'-6" 8" 17'-0" 6'-3" 12'-10" 8" 13'-6" 8'-0" 7'-2" 15'-3" 6'-0" 9'-7" 11'-2" 5'-10" 8'-2" 6'-3" 10'-5" 10'-3" 11'-5" 5'-11" 5'-11" 2'-6" 10'-5" ALIGN 2'-4" ALIGN ALIGN 1'-8" 4'-2" 1'-8" 4'-2" 6'-10" 9'-8" 2'-2" ALIGN 8'-1" 3'-1" 3'-9" 4'-10" 3'-6" 9'-3" 14'-6" 14'-6" 14'-6" C45 C45 F13 F24 M44 F13 C45 M44 F13 F13 M44 M44 M04 M04 M44 M44 F24 M04 M04 M44 M44 M44 M04 M44 M04 M04 F13 M04 M04 M04 F13 F24 F13 F24 F24 F13 F24 M44 M44 M04 M44 M44 M44 M04 F24 M44 M04 M04 M04 M04 F24 M04 F13 M44 F13 M04 M44 M44 M04 F24 M04 F13 M04 M04 M04 F13 M04 F13 C45 M04 M04 F13 M04 M04 F13 F24 0200A M04 M04 M04 F13 M44 M44 M04 M44 F13 F13 M04 M44 M44 M04 F13 M04 M04 M43 F13 C45 C13 C43 0303A M44 F24 F24 C41 C41 C41 C27 118° 62° ELEV. 02 E02 4'-6" 3'-0" 4'-8" R 4' - 0" 3'-6" 6'-6" 8'-0 11/64" 6'-6" 5'-7" 5'-7" 13'-3" WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION 1. 2. 3. 4. 5. PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF DISCREPANCIES GREATER THAN 2" PRIOR TO FRAMING WALLS. ALL INTERIOR PARTITIONS ARE TYPE M43 UNLESS NOTED OTHERWISE. REFER TO G201 FOR PARTITION TYPES. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD AT NEW WALLS, FACE OF STUD TO FACE OF EXTERIOR WALLS, AND FACE OF STUD TO FINISH FACE OF EXISTING WALLS WHERE SHOWN. ASSUME 5" NOMINAL WIDTHS OF STUD WALLS UNLESS OTHER WISE NOTED. LOCATE DOORS 4" FROM HINGE SIDE TYPICALLY, UNLESS OTHERWISE SHOWN. AT LATCH SIDE OF DOOR PROVIDE A MINIMUM OF 18" CLEAR SPACE ON PULL SIDE OF DOOR AND 12" ON THE PUSH SIDE. REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. GENERAL DIMENSION NOTES NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A101 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP LOWER FLOOR DIMENSION PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A101 LOWER FLOOR DIMENSION PLAN B1 No. Description Date 1. 2. 3. 4. 5. PROVIDE CONTINUOUS IN-WALL BLOCKING OR STRAPPING AS REQUIRED FOR ANY CASEWORK, WALL-MOUNTED EQUIPMENT, OR ACCESSORIES INDICATED ON PLAN. REFER TO G006 FOR TYPICAL MOUNTING HEIGHTS. REFER TO SPECIFICATIONS FOR GYPSUM BOARD CONTROL JOINTS; GC SHALL EQUALLY SPACE VERTICAL CONTROL JOINTS ON ALL WALLS THAT EXCEED 25 LINEAR FEET IN LENGTH TO DIVIDE THE WALL INTO EQUALLY SPACED SECTIONS THAT ARE LESS THAN 25 LINEAR FEET IN LENGTH. WHERE CONTROL JOINTS ARE LOCATED OPPOSING WALLS IN ANY GIVEN SPACE, THEY SHALL BE ALIGNED AND SPACED SUCH THAT NO SECTION IS GREATER THAN 25 LINEAR FEET IN LENGTH. GENERAL CONTRACTOR TO ADD FACILITY LABELS OF RATED ASSEMBLIES, VALVE LOCATIONS, ETC. COORDINATE WITH OWNER DURING CONSTRUCTION. REFER TO SHEETS A610 FOR STOREFRONT AND WINDOW ELEVATIONS. CONTRACTOR TO REVIEW SCOPE OF WORK WITH OTHER DISCIPLINES FOR COORDINATION - CONTACT ARCHITECT IF ANY CONDITIONS CONFLICT WITH SCOPE OF WORK OR ARE IN QUESTION. GENERAL REFERENCE NOTES G.E A201 D1 A201 B1 A202 D1 A202 B1 D1 A302 D1 A302 B1 A301 B1 A301 1 2 3 4 5 6 7 8 A E C D B 3.1 6.1 D.2 1.1 A.1 8.1 D.1 A.2 B.1 SF1 SF2 WALK-INS 0112 APS CASE WORKER 0203 WORKSHOP 0105 TRANSPORT. DIRECTOR 0106 DIRECTOR 0107 TOOLS 0104 TOOLS 0103 MAINT. STAFF ELECTRICAL / IT 0102 CUST. SUPPLY 0110 DRIVERS' LOUNGE 0109 NUTR. DIRECTOR 0207 HOME DIRECTOR 0208 FGRS DIRECTOR 0209 SCEP. DIRECTOR 0210 SUPPLIES 0212 APS CASE WORKER 0223 APS CASE WORKER 0222 SNR NUTR. AIDE 0205 APS CASE WORKER 0204 APS CASE WORKER 0202 CUST. 0006 APS DIR. OFFICE 0224 I&R DIRECTOR 0218 I&R ID STAFF 0217 FCP CASE WORKER 0216 ASST. ADMIN 0214 ADMINISTRATOR 0215 CONF. ROOM 0009 ADMINISTRATOR 0503 SOCIAL WORKER 0502 BREAKROOM 0008 SOCIAL WORKER 0306 SOCIAL WORKER 0302 RECORDS 0505 SOCIAL WORKER 0302 SOCIAL WORKER 0309 SOCIAL WORKER 0308 DISTRICT MANAGER 0307 PUBLIC TOILET 0005 STAFF WC 0007 DETAINEE TOILET 0304A HOLDING ROOM 0304 ADMIN. COOR. 0501 FCP ASST. DIRECTOR 0211 MECHANICAL 0101 WAITING ROOM 0219 RECORDS 0305 ELEV. 03 E03 STAIR 2 S02 NUTR ADMIN ASST 0206 STAIR 3 S03 WORKROOM 0504 FGRS ADMIN. ASST 0213B 609 510 RECEPTION 0303 WORKROOM 0220 WORKROOM 0303A TLT 0109C STORAGE 0003 LOBBY 0001 PUBLIC TOILET 0004 RECORDS 0201 A502 B5 A503 D3 A504 D3 B2 A502 REFER TO SHEET A141 FOR CONTINUATION D1 A301 D1 A301 SF11 PUMP 0011 FIRE PUMP 0012 CUSTODIAL OFFICE 0108 DOMESTIC CISTERN 0014 B1 A302 B1 A302 A010 B3 A011 A4 ELEVATOR CTRL E01A ELEVATOR CTRL E03A D1 A304 D1 A304 022 022 022 022 022 201 201 0108A 0109A 0109B 0200C 0218A 0104A 0103A 0105A 0107A 0106A 0102A 0101A 0210A 0009A 0100A 0003A 0505A 0502A 0202A 0204A 0205A 0224A 0222A 0223A 0212A 0006A 0215A 0216A 0214A 0211A 0209A 0208A 0207A 0503A 0110B 0217A 0110A 0005A 0004A 0500A 0008A 0302A 0305A 0307A 0306A 0300B 0304B 0304A 0309A 0301A 0308A 0007A 0203A 0109C 0700A S02A E02A E03A 0100B 0011A 0012A 0002A 0300A 0001A S03A E01A E03A 030 030 030 030 030 030 030 030 020 TENANT LOBBY 0700 WAITING 0301 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 017 017 017 510 511 509 509 505 505 307 307 307 307 307 DOMESTIC CISTERN 0015 FIRE CISTERN 0013 OFFICE ADMIN 0213C SCEP ADMIN ASST. 0213A 0200A 0200B 414 414 7.1 021 021 021 029 029 029 029 029 029 029 029 028 028 028 104 104 104 104 104 616 513 513 513 029 501 501 501 813 813 813 813 813 813 813 813 813 814 814 814 814 814 814 814 814 814 104 608 608 608 616 616 616 616 616 413 413 413 413 608 608 608 608 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W2 W2 W2 W2 W4 W3 W5 W5 W5 SF11 SF12 514 514 814 814 814 814 814 814 COMPACT 037 VAN 608 415 415 038 039 041 040 112 042 043 018 018 043 416 416 ELEV 01 E01 507 506 051 048 048 050 008 0303A 501 032 WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A102 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP LOWER FLOOR REFERENCE PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A102 LOWER FLOOR REFERENCE PLAN B1 # KEYNOTES - NEW WORK # DESCRIPTION 000 - SITE 008 BACKFILL 017 CONCRETE PLANTER WITH BENCH SEAT - SEE CIVIL/PLUMBING FOR DRAINS 018 PEDESTRIAN CROSSWALK 020 BOLLARD WITH LIGHTING 021 ADA CURB RAMP - SEE CIVIL 022 CONCRETE WALKWAY - WHERE WALKWAY ABUTS EXTERIOR WALL IT MUST SLOPE AWAY FROM THE BUILDING AT NO MORE THAN 2% 028 CONCRETE WHEEL STOP 029 CURB AT EDGE OF PAVING - SEE CIVIL DRAWINGS 030 LIGHT POLE – SEE CIVIL / ELECTRICAL 032 STEP STREET - NORTH TO SOUTH ACCESSIBLE ROUTE BETWEEN NEW CONSTRUCTION AND HISTORIC STRUCTURES 037 UNOCCUPIABLE SPACE BELOW STAIRWELL 038 PARKING STRIPING 039 HANDICAP PARKING SPACE 040 HANDICAP VAN PARKING SPACE 041 HANDICAP LOADING ZONE 042 COMPACT PARKING SPACE 043 HANDICAP PARKING SIGN 048 NATURAL AREA 050 DRIVEWAY PAVING - SEE CIVIL 051 PROPOSED LOCATION OF VITRAN BUS STOP 100 - WALLS AND OPENINGS KEYNOTES - NEW WORK 104 CIP STRUCTURAL WALL SEE STRUCTURAL DRAWINGS 112 PARKING DECK SCREEN - PRE-ENGINEERED METAL MESH PANEL WITH CUSTOM COLOR PATTERN 200 - ROOF & EXTERIOR 201 OUTLINE OF STRUCTURE ABOVE 300 - INTERIOR CONSTRUCTION & MILLWORK 307 PLASTIC LAMINATE CABINETRY AND SOLID SURFACE COUNTERTOP - SEE MILLWORK DRAWINGS 400 - FFE 413 INTERIOR WORK STATION ACOUSTIC FURNITURE SYSTEM 414 HIGH DENSITY STORAGE SYSTEM - SEE SPECIFICATIONS 415 WALK IN REFIGERATOR/FREEZER - SEE MEP 416 ANTI-LIGATURE FIXTURES INCLUDING: DOOR HARDWARE, LIGHTS, FURNISHINGS AND ACCESSORIES 500 - VERTICAL CIRCULATION 501 CAST IN PLACE CONCRETE RAMP WITH ANODIZED ALUMINUM RAILING TO MEET ADA GUIDELINES WITH 1:12 MAXIMUM SLOPE. 505 CAST IN PLACE EXTERIOR SEALED CONCRETE STAIR WITH ANODIZED ALUMINUM RAILINGS - SEE STRUCTURAL 506 ANODIZED ALUMINUM HANDRAIL 507 ANODIZED ALUMINUM EXTERIOR HANDRAIL AND GUARDRAIL 509 STEEL PAN STAIRS WITH SEALED CONCRETE TREADS 510 ELEVATOR - SEE SPECIFICATIONS - 3500# STRETCHER COMPLIANT (7'-0" X 8'-9") CLEAR REQD GC TO CONFIRM ALL SHAFT DIMENSION REQUIREMENTS AND OTHER CONSTRUCTION REQUIREMENTS WITH MANUFACTURER. PER BASIS OF DESIGN MFR (KONE MONOSPACE 300) 511 ELEVATOR - SEE SPECIFICATIONS - 2500# - (7'-0" X 8'-7") CLEAR REQD GC TO CONFIRM ALL SHAFT DIMENSION REQUIREMENTS AND OTHER CONSTRUCTION REQUIREMENTS WITH MANUFACTURER. PER BASIS OF DESIGN MFR (KONE MONOSPACE 300) No. Description Date KEYNOTES - NEW WORK 513 ELEVATOR PIT BELOW - COORDINATE PIT DEPTH AND SUMP WITH STRUCTURAL & ELEVATOR MANUFACTURER 514 ELEVATOR SUMP PUMP, SEE ELEVATOR SHOP DRAWINGS FOR EXACT SIZE AND LOCATION 600 - COORDINATION 608 SLOPE FLOOR TO DRAIN 1/8" / 12" - SEE PLUMBING/CIVIL 609 REFER TO MECHANICAL DRAWINGS FOR MECHANICAL EQUIPMENT INFORMATION 616 CISTERN STRUCTURE - COORDINATE REQUIREMENTS WITH STRUCTURAL & CIVIL 800 - FINISHES 812 OPERABLE INTERIOR WINDOW SHADE 813 SOLID SURFACE WINDOW SILL 814 PROVIDE PRIVACY FILM ON INTERIOR FACE OF EXTERIOR GLAZING F F F F F F F F F WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION 1. 2. 3. 4. 5. 6. 7. 8. REFER TO G005 AND G006 FOR ACCESSIBILITY DETAILS AND TYPICAL MOUNTING HEIGHTS. CONTRACTOR TO PROVIDE CONTINUOUS IN-WALL BLOCKING FOR CABINETS, EQUIPMENT, TOILET ACCESSORIES OR WHERE REQUIRED OTHERWISE. PRIOR TO EQUIPMENT INSTALLATION, CONTRACTOR TO COORDINATE AN EQUIPMENT MEETING WITH OWNER/ARCHITECT TO FINALIZE ELECTRICAL ROUGH-IN WORK AND MOUNTING REQUIREMENTS. CONTRACTOR TO COORDINATE WITH VENDOR EQUIPMENT INSTALLATION. PROVIDE REQUIRED MEP SUPPORT NEEDED FOR ALL VENDOR EQUIPMENT. CONTRACTOR TO VERIFY REQUIREMENTS OF ALL EQUIPMENT, INCLUDING VENDOR INSTALL EQUIPMENT PRIOR TO INSTALLATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OR ADDITIONAL REQUIREMENTS NOT PROVIDED. ALL FURNITURE IS OWNER PROVIDED & OWNER INSTALLED, UNLESS OTHERWISE NOTED. REFER TO MEP DRAWINGS IN CONJUNCTION WITH THIS SHEET. WHERE CONFLICTS ARISE, NOTIFY ARCHITECT. REFER TO VENDOR DRAWINGS FOR EQUIPMENT INFORMATION. FINAL LAYOUT DETERMINED BY SYSTEM INTEGRATOR. GENERAL NOTES - FF&E 1 2 3 4 5 6 7 8 A E C D B 3.1 6.1 D.2 1.1 A.1 8.1 D.1 A.2 B.1 WALK-INS 0112 APS CASE WORKER 0203 WORKSHOP 0105 TRANSPORT. DIRECTOR 0106 DIRECTOR 0107 TOOLS 0104 TOOLS 0103 ELECTRICAL / IT 0102 CUST. SUPPLY 0110 DRIVERS' LOUNGE 0109 NUTR. DIRECTOR 0207 HOME DIRECTOR 0208 FGRS DIRECTOR 0209 SCEP. DIRECTOR 0210 RECORDS 0201 SUPPLIES 0212 APS CASE WORKER 0223 APS CASE WORKER 0222 SNR NUTR. AIDE 0205 APS CASE WORKER 0204 APS CASE WORKER 0202 CUST. 0006 APS DIR. OFFICE 0224 I&R DIRECTOR 0218 I&R ID STAFF 0217 FCP CASE WORKER 0216 ASST. ADMIN 0214 ADMINISTRATOR 0215 CONF. ROOM 0009 ADMINISTRATOR 0503 SOCIAL WORKER 0502 BREAKROOM 0008 SOCIAL WORKER 0306 SOCIAL WORKER 0302 RECORDS 0505 SOCIAL WORKER 0302 SOCIAL WORKER 0309 SOCIAL WORKER 0308 DISTRICT MANAGER 0307 PUBLIC TOILET 0005 STAFF WC 0007 DETAINEE TOILET 0304A HOLDING ROOM 0304 ADMIN. COOR. 0501 FCP ASST. DIRECTOR 0211 MECHANICAL 0101 WAITING ROOM 0219 RECORDS 0305 ELEV. 03 E03 STAIR 2 S02 NUTR ADMIN ASST 0206 STAIR 3 S03 WORKROOM 0504 FGRS ADMIN. ASST 0213B WORKROOM 0220 WORKROOM 0303A CORRIDOR 0300 DIPS CORRIDOR 0002 LOBBY 0001 PUBLIC TOILET 0004 TLT 0109C STORAGE 0003 RECEPTION 0303 REFER TO SHEET A141 FOR CONTINUATION CUSTODIAL OFFICE 0108 PUMP 0011 FIRE PUMP 0012 DOMESTIC CISTERN 0014 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F52 F52 F52 F52 F52 F52 F21 F36 F36 F21 F21 F36 F22 F36 F9 F9 F11 F11 F4 F31 F2 F2 F2 F2 F2 F2 F2 F11 F2 F9 F2 F9 F2 F1 F1 F9 F9 F2 F2 F9 F12 F2 F1 F1 F9 F2 F9 F1 F1 F2 F9 F1 F1 F1 F9 F1 F9 F2 F1 F1 F2 F9 F21 F21 F21 F21 F21 F36 F21 F2 F11 F21 F2 F21 F2 F21 F2 F11 F21 F12 F12 F12 F2 F1 F1 F1 F1 F33 F1 F1 F1 F1 F33 F2 F9 F2 F9 F1 F1 F1 F1 F2 F9 F2 F9 F1 F1 F1 F1 F2 F9 F21 F21 F21 F21 F9 F2 F1 F1 F1 F1 F1 F1 F1 F1 F2 F9 F33 F1 F1 F1 F1 F33 F33 F1 F1 F1 F1 F1 F1 F1 F1 F9 F2 F1 F1 F1 F1 F1 F9 F2 F1 F1 F1 F1 F33 F2 F9 F1 F1 F1 F1 F1 F1 F1 F1 F1 F11 F2 F11 F2 OO4 OC11 OO23 OO22 CC2 CC3 OO1 OO4 OO22 OC11 DOMESTIC CISTERN 0015 FIRE CISTERN 0013 OPS CORRIDOR 0100 SCA CORRIDOR 0200 TENANT LOBBY 0700 ELEVATOR CTRL E03A ELEVATOR CTRL E01A WAITING 0301 OC11 OO1 CC20 F33 F1 F1 F1 F1 F35 F1 F1 F1 F1 F1 F1 F1 F1 CC31 CC31 CC34 CC34 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F31 F1 F1 CC20 CC39 CC34 CC34 CC30 CC39 CC32 CC39 CC30 OO20 CC30 CC39 OO20 SCEP ADMIN ASST. 0213A OFFICE ADMIN 0213C CC32 F9 F21 F9 F9 F21 F36 F21 OC11 F1 OO20 OO20 OO20 OO20 OO20 7.1 CC10 CC11 CC12 CC34 OO31 OO31OO31 OO31 OO32 F1 F1 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 CC32 CC39 CC31 OO21 OO21 OO21 ELEV. 02 E02 ELEV 01 E01 CC41 CC34 CC32 CC41 OO21 OO21 CC32 CC34 CC41 CC41 CC34 OO21 OO21 OO21 OO21 OO32 OO21 OO21 OO32 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 CC41 CC30 ? ? ? ? OO31 OO31 OO32 OO32 OO32 OO32 OO32 OO32 OO32 OO31 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 F2 F2 F2 NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A103 04/06/2026 JT CK 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP LOWER FLOOR FF&E PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A103 LOWER FLOOR FF&E B1 FURNITURE SCHEDULE MARK DESCRIPTION OWNER PROVIDED / OWNER INSTALLED F1 SIDE CHAIR F2 TASK CHAIR WITH CASTERS F4 COUCH F9 DESK - L SHAPE 5' X 5' F11 DESK - L SHAPE 6' X 4' F12 DESK - L SHAPE 6' X 6' F21 LOUNGE CHAIR F22 SOFA 54" F31 CONFERENCE TABLE 120" X 48" F33 TABLE ROUND (36"DIA) F35 TABLE ROUND (60" DIA) F36 SIDE TABLE 20" X 20" F52 CUBICLE WORK STATION 88" X 90" EQUIPMENT SCHEDULE MARK DESCRIPTION CONTRACTOR PROVIDED / CONTRACTOR INSTALLED CC2 WALK-IN COOLER CC3 WALK-IN FREEZER CC10 ELEVATOR - 2500# CC11 ELEVATOR - 3500# STRETCHER COMPLIANT CC12 ELEVATOR (DOH) CC20 SLIDING TRACK SHELVING HIGH DENSITY STORAGE SYSTEM CC30 MIRROR CC31 RECESSED BABY CHANGING STATION CC32 RECESSED PAPER TOWEL DISPENSER WITH WASTE RECEPTACLE CC34 GRAB BARS ADA REQUIRED CC39 SOAP DISPENSER - SURFACE MTD. CC41 SURFACE MOUNTED TOILET PAPER DISPENSER - SURFACE MTD. OWNER PROVIDED / CONTRACTOR INSTALLED OC11 55" LCD FLATSCREEN TV OWNER PROVIDED / OWNER INSTALLED OO1 MICROWAVE OO4 36" FRENCH DOOR REFRIGERATOR OO20 COMPUTER W/ KEYBOARD AND MOUSE OO21 DESK PHONE OO22 XEROX COPIER OO23 XEROX MULTIFUNCTION OO31 36" LATERAL FILING CABINET OO32 42" LATERAL FILING CABINET No. Description Date G.E D1 A302 D1 A302 B1 A301 B1 A301 1 2 3 4 5 6 7 8 A E C D B 3.1 6.1 D.2 1.1 A.1 8.1 D.1 A.2 B.1 SECURITY OFFICE 1009 FLEX STATION 1010 MECHANICAL 1004 DIRECTOR SUPPORT 1406 ISSUANCE SUPER 1407 SYSTEMS ANALYSTS (3) 1408 ISSUANCE RECORDS 1403 CLAIMS RECORDS 1401 ELIG. SUPER 1505 ELIG. SUPER 1502 CC SUPER 1305 EE SUPER 1508 EE SUPER 1510 ELIG. SUPER 1507 MAP FILES 1506 DFA FILES 1504 CLAIMS TELLERS 1402 EE CLERK 1601N EE CLERK 1601A WORKROOM 1308 DFA SUPPLIES 1511 CC CASE WRK 1301 EE CASE WORKER 1509 CONFERENCE 1012 BREAKROOM 1013 LACTATION 1011 STAFF TOILETS (M) 1014 STAFF TOILETS (W) 1015 PUBLIC TOILETS (W) 1006 PUBLIC TOILETS (M) 1005 CUSTODIAL 1007 CLAIMS/ ISSUA. LOBBY 1023 DFA/MAP LOBBY 1020 TELECOM 1003 ELECTRICAL 1003A RECEPTION 1002 CC CASE WRK 1303 DIRECTOR CERT. 1304 MAP SUPPLIES 1302 DIRECTOR 1212 KITCHEN 1205 PANTRY 1205A TABLE STORAGE 1204 COMP. LAB 1203 RESTROOM (M) 1201 RESTROOM (W) 1202 TRANS. COOR. 1103 SUPPLIES 1107 COUNSELOR 1106 COUNSELOR 1105 ADMINISTRATOR 1108 DISTRICT MGR 1109 COUNSELOR 1110 COUNSELOR 1111 MULTIP. 1112 NURSE 1209 STORAGE 1210 AMBUL. WC 1113 FILES 1114 SHARED OFFICE (5) 1211 CONGREGATE ROOM 1206 WAITING AREA 1101 STAIR 1 S11 SECURITY 1022 8' - 6" 21' - 11" 1200A 1300B 1600A 1500B 1400B 1011A 1012A 1009A 1303A 1301A 1502A 1211A 1210A 1209A 1204A 1109A 1108A 1110A 1106A 1105A 1013A 1505A 1507A 1508A 1510A 1003B 1003A 1100A 1113A 1010A 1001E 1001C 1400A 1212A 1111A 1107A 1103A 1114A 1406A 1407A 1401A 1403A 1004A 1504A 1506A 1202A 1201A 1305A 1304A 1205B 1112B 1001D 1500C 1304B LOBBY 1001 DFA/MAP CORRIDOR 1001C DFA CORRIDOR 1500 CORRIDOR 1008 DFA CORRIDOR 1400 BREAKOUT 2 1207 BREAKOUT 1 1208 SUPPLIES 1405 MAP CORRIDOR 1600 S11A 1100B 1001A 1700A S12A 1500A S13A STAIR 3 S13 STAIR 2 S12 B2 A502 1402A 1511B 1511A REFER TO SHEET A142 FOR CONTINUATION D1 A301 D1 A301 12'-6" 62'-10" 22'-4" 11'-6" 210'-2" 12'-0" 1'-2" 1'-4" 12'-0" 11'-6" 4'-6" 27'-0" 1'-0" 28'-0" 2'-6" 10'-6" 15'-0" 11'-6" 20'-0" 31'-6" 10'-6" 21'-0" 2'-3" 10'-10" CLOSET 1112A B1 A302 B1 A302 A010 D3 A011 B4 EXIT CORRIDOR 1019 STRIVE CORRIDOR 1200 STRIVE PATIO 1213 21'-0" 31'-6" 31'-6" 10'-6" 21'-0" 10'-6" 21'-0" 12'-0" 104'-2" 73'-4" 33'-10" 8" 10'-9" 8'-10" 3'-5" 3'-10" 4'-2" 12'-2" 4'-10" 11'-9" 19'-7" 8" 23'-6" 11'-0" 9'-9" 11'-1" 4'-1" 3'-11" 6'-10" 4'-5" 12'-7" 5'-10" 16'-9" 11'-7" 20'-1" 18'-4" 10'-3" 5'-9" M49 M04 M04 M04 F13 F13 M04 M04 M44 M04 M44 F13 M44 9'-9" 9'-8" 20'-0" M04 11' - 2" 9' - 0" 11" 11' - 8" 5' - 10" 6' - 0" 7' - 6" 3' - 3" 11' - 7" 10' - 0" 6' - 4 3/4" 9' - 9 1/4" 23' - 8" 8' - 11" 5' - 5" 9' - 8" 11'-6" 20'-0" 31'-6" 10'-6" 21'-0" 31'-6" 31'-6" 10'-6" 21'-0" 31'-6" 12'-0" 10'-4" 21'-8" 189'-8" 8" 10'-10" 10'-2" 8" 12'-2" 39'-10" 11'-7" 18'-4" 14'-10" 10'-4" 9'-0" 19'-2" 8'-8" 12'-1" 11'-0" 22'-0" 6'-4" 7'-6" 6' - 1" 19'-3" 7'-0 1/4" 3'-3 3/4" 8" 16'-1" 15'-3" 6'-6" 24'-4" 8" 12'-2" 10'-8" 6'-5" 2'-6" 10'-8" 5'-10" 4'-0" 4'-11" 12'-2" 3'-7" 17'-10" 9'-7" 9'-7 1/2" 5'-7 1/2" 8'-2" 8'-5" 15'-1" 7'-10" 9'-3" 1'-6" 8'-6" 12'-10 3/8" 3'-2" 5'-5" 6'-1" 4'-1" 2'-0" 5'-5" 6'-5" 4'-0" 4'-0" 11'-8" 5'-4" 13'-4" 7'-0" 15'-10" 7'-3" 8'-8" 8'-7" 12'-0" 11'-6" 4'-6" 27'-0" 1'-0" 28'-0" 2'-6" 10'-6" 15'-0" 101'-2" 11'-8" 1'-0" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 16'-2" 14'-0" 31'-2" 18'-8" 12'-8" 13'-4" 11'-6" 1'-0" 4'-11" 13'-6" 5'-1" 9'-2" 10'-6" 3'-0 1/2" 9'-8" 11'-0" 21'-5" 8'-8" 8" 10'-10" 4'-4" 6'-4" 4'-4" 8'-3" 1'-2" 2'-6" 12'-10" 3'-9" 6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 9'-8" 3'-7" 6'-4" 3'-7" DFA/MAP CORRIDOR 1300 M04 M47 M47 F13 C45 M44 F13 F13 C45 F13 F13 M44 M04 M44 M04 M04 M04 M44 M04 M04 M44 F13 F13 C45 F13 M04 M04 M04 F13 M04 M04 M04 M44 M44 M44 M44 M44 M04 M44 M44 M41 M04 M04 M02 M44 M44 M04 M44 M04 M44 M44 M44 M44 M04 F13 M04 M44 M04 M04 F13 M04 M04 F13 M04 M04 M04 F13 F13 F13 F13 F13 F13 F13 F13 M04 C45 M04 M04 M04 M04 A451 B5 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/8" / 12" 1408A 3' - 6" 3'-6" ALIGN 4'-2 1/4" 11'-9" 8'-4" 7.1 10'-6" 1/8" / 12" 1/8" / 12" A401 B3 A401 B4 3'-9" 6'-4" 3'-0" 1'-6" 10'-6" 10'-6" 10'-6" 10'-6" 9'-4" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 22'-2" 1001B 16'-4" 1007A 1005A 1006A 1006B 1005B 1014A 1015A 1205A 1019A 1601A 1601N VR CORRIDOR 1100 1206A DFA CORRIDOR 1500 6'-8 1/4" F24 F24 M03 M44 M03 M04 M44 M44 M44 M04 M04 M44 M44 F24 F24 F24 F24 F24 F24 F24 F13 F24 F13 F24 F13 M04 F24 F24 F24 F13 F24 M44 M44 C45 F13 F13 F13 F24 F24 F24 F13 1112A 1208A F13 1207B ELEV. 12 E12 ELEV. 13 E13 ELEV. 11 E11 2'-2" 1'-6" 19'-6" 1'-6" F24 F12 F12 F13 F13 F13 REHAB AID 1104A O/B SPEC. 1104B WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION 1. 2. 3. 4. 5. PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF DISCREPANCIES GREATER THAN 2" PRIOR TO FRAMING WALLS. ALL INTERIOR PARTITIONS ARE TYPE M43 UNLESS NOTED OTHERWISE. REFER TO G201 FOR PARTITION TYPES. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD AT NEW WALLS, FACE OF STUD TO FACE OF EXTERIOR WALLS, AND FACE OF STUD TO FINISH FACE OF EXISTING WALLS WHERE SHOWN. ASSUME 5" NOMINAL WIDTHS OF STUD WALLS UNLESS OTHER WISE NOTED. LOCATE DOORS 4" FROM HINGE SIDE TYPICALLY, UNLESS OTHERWISE SHOWN. AT LATCH SIDE OF DOOR PROVIDE A MINIMUM OF 18" CLEAR SPACE ON PULL SIDE OF DOOR AND 12" ON THE PUSH SIDE. REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. GENERAL DIMENSION NOTES NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A111 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP MAIN FLOOR DIMENSION PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A111 MAIN FLOOR DIMENSION PLAN B1 No. Description Date G.E A201 D1 A201 B1 A202 D1 A202 B1 D1 A302 D1 A302 B1 A301 B1 A301 1 2 3 4 5 6 7 8 A E C D B 3.1 6.1 D.2 1.1 A.1 8.1 D.1 A.2 B.1 SF3 SF4 SF5 SF1 SECURITY OFFICE 1009 FLEX STATION 1010 MECHANICAL 1004 DIRECTOR SUPPORT 1406 ISSUANCE SUPER 1407 SYSTEMS ANALYSTS (3) 1408 ISSUANCE RECORDS 1403 CLAIMS RECORDS 1401 ELIG. SUPER 1505 ELIG. SUPER 1502 CC SUPER 1305 EE SUPER 1508 EE SUPER 1510 ELIG. SUPER 1507 MAP FILES 1506 DFA FILES 1504 ELIG. SPEC. 1503F ELIG. SPEC. 1503E ELIG. SPEC. 1503D ELIG. SPEC. 1503C ELIG. SPEC. 1503B ELIG. SPEC. 1503A ELIG. SPEC. 1501C INFO CLERK 1501A INFO CLERK 1501B INFO CLERK 1501E INFO CLERK 1501D ELIG. SPEC. 1503L ELIG. SPEC. 1503J ELIG. SPEC. 1503G ELIG. SPEC. 1503H ELIG. SPEC. 1503I EE CASE WORKER 1601H EE CASE WORKER 1601G EBT TECH 1404B EBT TECH 1404A CLAIMS TELLERS 1402 EBT TECH 1404D EE CASE WORKER 1601F EE CASE WORKER 1601I EE CASE WORKER 1601J EE CLERK 1601N EE CASE WORKER 1601M EE CASE WORKER 1601B EE CASE WORKER 1601C EE CASE WORKER 1601D EE CASE WORKER 1601E EE CASE WORKER 1601K EE CASE WORKER 1601L EE CLERK 1601A WORKROOM 1308 ADMIN ASST 1306C ADMIN ASST 1306B CC ADMIN 1306A DFA SUPPLIES 1511 CC CASE WRK 1301 SS ADMIN ASST 1404C EE CASE WORKER 1509 CONFERENCE 1012 BREAKROOM 1013 LACTATION 1011 STAFF TOILETS (M) 1014 STAFF TOILETS (W) 1015 PUBLIC TOILETS (W) 1006 PUBLIC TOILETS (M) 1005 CUSTODIAL 1007 CLAIMS/ ISSUA. LOBBY 1023 DFA/MAP LOBBY 1020 TELECOM 1003 ELECTRICAL 1003A RECEPTION 1002 CC CASE WRK 1303 DIRECTOR CERT. 1304 MAP SUPPLIES 1302 DIRECTOR 1212 KITCHEN 1205 PANTRY 1205A TABLE STORAGE 1204 COMP. LAB 1203 RESTROOM (M) 1201 RESTROOM (W) 1202 TRANS. COOR. 1103 SUPPLIES 1107 COUNSELOR 1106 COUNSELOR 1105 ADMINISTRATOR 1108 DISTRICT MGR 1109 COUNSELOR 1110 COUNSELOR 1111 MULTIP. 1112 NURSE 1209 STORAGE 1210 AMBUL. WC 1113 FILES 1114 REHAB AID 1104A O/B SPEC. 1104B SHARED OFFICE (5) 1211 CONGREGATE ROOM 1206 WAITING AREA 1101 EXEC ASST. 1102 STAIR 1 S11 SECURITY 1022 602 608 A451 B5 A501 D3 B2 A502 REFER TO SHEET A142 FOR CONTINUATION D1 A301 D1 A301 SF4 A330 1 CLOSET 1112A A330 2 A330 4 A330 3 A330 5 209 B1 A302 B1 A302 A010 D3 A011 B4 D1 A304 D1 A304 635 635 636 IS1 STRIVE PATIO 1213 1200A 1300B 1600A 1500B 1400B 1011A 1012A 1009A 1303A 1301A 1502A 1211A 1210A 1209A 1204A 1109A 1108A 1110A 1106A 1105A 1013A 1505A 1507A 1508A 1510A 1003B 1003A 1100A 1113A 1010A 1001E 1001C 1400A 1212A 1111A 1107A 1103A 1114A 1406A 1407A 1401A 1403A 1004A 1504A 1506A 1202A 1201A 1305A 1304A 1205B 1112B 1001D 1500C 1304B 1100B S12A S11A S13A 1700A 1402A 1500A 1001A 1205C 1511A 1511B DFA/MAP CORRIDOR 1300 DFA/MAP CORRIDOR 1001C 105 307 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 017 017 017 017 017 017 017 017 017 101 101 101 101 101 101 101 101 101 101 269 269 508 016 222 223 508 508 508 016 016 508 631 508 510 510 511 509 509 509 505 505 301 1" / 12" 1" / 12" 1" / 12" 1" / 12" 1" / 12" 5/8" / 12" 1" / 12" 5/8" / 12" 1" / 12" 307 307 307 307 307 307 307 508 020 020 020 508 508 508 508 508 506 506 506 506 506 506 506 506 506 608 608 020 020 020 020 020 020 020 020 020 020 020 414 414 414 414 7.1 021 021 021 209 209 1207B 1208A 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 VR CORRIDOR 1100 274 275 274 274 274 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/8" / 12" 636 277 030 030 030 030 030 030 030 030 030 030 030 030 201 201 201 201 201 201 201 025 025 025 025 024 024 024 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 615 411 412 412 413 413 413 413 413 413 413 413 413 413 1601N 1601A 106 413 413 413 413 413 413 413 413 106 106 106 1408A 413 106 413 413 1206A A401 B3 A401 B4 608 608 608 608 608 608 608 608 608 306 306 129 SF10 635 632 631 A503 D3 SIM IS5 IS6 028 038 039 041 039 039 041 018 018 043 043 044 IS14 IS14 1205A 1001B 1112A IS2 106 1014A 1015A 1006A 1006B 1007A 1005B 1005A IS15 IS15 108 108 108 621 621 621 621 621 621 621 050 050 SF9 OPP. HAND BREAKOUT 2 1207 BREAKOUT 1 1208 OPP. HAND WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION 1. 2. 3. 4. 5. PROVIDE CONTINUOUS IN-WALL BLOCKING OR STRAPPING AS REQUIRED FOR ANY CASEWORK, WALL-MOUNTED EQUIPMENT, OR ACCESSORIES INDICATED ON PLAN. REFER TO G006 FOR TYPICAL MOUNTING HEIGHTS. REFER TO SPECIFICATIONS FOR GYPSUM BOARD CONTROL JOINTS; GC SHALL EQUALLY SPACE VERTICAL CONTROL JOINTS ON ALL WALLS THAT EXCEED 25 LINEAR FEET IN LENGTH TO DIVIDE THE WALL INTO EQUALLY SPACED SECTIONS THAT ARE LESS THAN 25 LINEAR FEET IN LENGTH. WHERE CONTROL JOINTS ARE LOCATED OPPOSING WALLS IN ANY GIVEN SPACE, THEY SHALL BE ALIGNED AND SPACED SUCH THAT NO SECTION IS GREATER THAN 25 LINEAR FEET IN LENGTH. GENERAL CONTRACTOR TO ADD FACILITY LABELS OF RATED ASSEMBLIES, VALVE LOCATIONS, ETC. COORDINATE WITH OWNER DURING CONSTRUCTION. REFER TO SHEETS A610 FOR STOREFRONT AND WINDOW ELEVATIONS. CONTRACTOR TO REVIEW SCOPE OF WORK WITH OTHER DISCIPLINES FOR COORDINATION - CONTACT ARCHITECT IF ANY CONDITIONS CONFLICT WITH SCOPE OF WORK OR ARE IN QUESTION. GENERAL REFERENCE NOTES NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A112 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP MAIN FLOOR REFERENCE PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A112 MAIN FLOOR REFERENCE PLAN B1 # No. Description Date KEYNOTES - NEW WORK # DESCRIPTION 000 - SITE 016 TRENCH DRAIN - REFER TO CIVIL/ PLUMBING 017 CONCRETE PLANTER WITH BENCH SEAT - SEE CIVIL/PLUMBING FOR DRAINS 018 PEDESTRIAN CROSSWALK 020 BOLLARD WITH LIGHTING 021 ADA CURB RAMP - SEE CIVIL 024 EXISTING STRUCTURE TO BE PROTECTED AT ALL TIMES DURING ADJACENT DEMOLITION AND CONSTRUCTION 025 EXISTING HISTORIC WALL TO BE PROTECTED AT ALL TIMES DURING ADJACENT DEMOLITION AND CONSTRUCTION 028 CONCRETE WHEEL STOP 030 LIGHT POLE – SEE CIVIL / ELECTRICAL 038 PARKING STRIPING 039 HANDICAP PARKING SPACE 041 HANDICAP LOADING ZONE 043 HANDICAP PARKING SIGN 044 PASSENGER LOADING ZONE 050 DRIVEWAY PAVING - SEE CIVIL 100 - WALLS AND OPENINGS 101 OPENING THROUGH WALL 105 COILING COUNTER SHUTTER - SEE SPECS 106 INTERIOR GLAZED ASSEMBLY WITH HOLLOW METAL FRAME - SEE A611 108 2'x2' CISTERN ACCESS HATCH AT MAIN FLOOR WITH SEALED METAL COVERS (1 PER CISTERN CHAMBER) 129 AUTOMATIC DOOR OPENER AT MAIN FLOOR ENTRANCE DOORS 200 - ROOF & EXTERIOR KEYNOTES - NEW WORK 201 OUTLINE OF STRUCTURE ABOVE 209 BUILDING EXPANSION JOINT AND EXPANSION JOINT COVER - SEE STRUCTURAL DRAWINGS 222 CAST STONE PORTAL SURROUND - PROFILE C 223 CAST STONE PORTAL SURROUND - PROFILE D 269 LIGHT WELL AND EXTERIOR STAIR - SLAB OPENING TO LEVEL BELOW 274 RIDGE 275 VALLEY 277 OUTDOOR KITCHEN AREA WITH SINK AND BARBECUE GRILL - SEE ENLARGED PLANS/ELEVATIONS 300 - INTERIOR CONSTRUCTION & MILLWORK 301 OPERABLE FOLDING PANEL ACOUSTIC WALL PARTITION - WITH DOOR PANEL (MIN STC-50) 306 BULLETPROOF TRANSACTION WINDOW WITH SOLID SURFACE COUNTER - SEE MILLWORK DETAILS 307 PLASTIC LAMINATE CABINETRY AND SOLID SURFACE COUNTERTOP - SEE MILLWORK DRAWINGS 400 - FFE 411 FLOOR SAFE BY OWNER 412 VENDING MACHINE BY OTHERS 413 INTERIOR WORK STATION ACOUSTIC FURNITURE SYSTEM 414 HIGH DENSITY STORAGE SYSTEM - SEE SPECIFICATIONS 500 - VERTICAL CIRCULATION 505 CAST IN PLACE EXTERIOR SEALED CONCRETE STAIR WITH ANODIZED ALUMINUM RAILINGS - SEE STRUCTURAL 506 ANODIZED ALUMINUM HANDRAIL 508 ANODIZED ALUMINUM GUARDRAIL 509 STEEL PAN STAIRS WITH SEALED CONCRETE TREADS 510 ELEVATOR - SEE SPECIFICATIONS - 3500# STRETCHER COMPLIANT (7'-0" X 8'-9") CLEAR REQD GC TO CONFIRM ALL SHAFT DIMENSION REQUIREMENTS AND OTHER CONSTRUCTION REQUIREMENTS WITH MANUFACTURER. PER BASIS OF DESIGN MFR (KONE MONOSPACE 300) KEYNOTES - NEW WORK 511 ELEVATOR - SEE SPECIFICATIONS - 2500# - (7'-0" X 8'-7") CLEAR REQD GC TO CONFIRM ALL SHAFT DIMENSION REQUIREMENTS AND OTHER CONSTRUCTION REQUIREMENTS WITH MANUFACTURER. PER BASIS OF DESIGN MFR (KONE MONOSPACE 300) 600 - COORDINATION 602 CAST IN PLACE CONCRETE PATIO - SEE STRUCTURAL 608 SLOPE FLOOR TO DRAIN 1/8" / 12" - SEE PLUMBING/CIVIL 615 DRINKING FOUNTAIN - SEE PLUMBING 621 PIPE/ DUCT CHASE - SEE MEP 631 POST-TENSIONED DECK WITH 1/4"/12" SLOPE, SEE STRUCTURAL 632 SLAB ON GRADE 635 ELEVATED REINFORCED CONCRETE SLAB 636 CONCRETE CISTERN LID TO BE FLUSH WITH ADJACENT SLABS - SEE STRUCTURAL 800 - FINISHES 812 OPERABLE INTERIOR WINDOW SHADE 813 SOLID SURFACE WINDOW SILL F F F F F F F F G.E 1 2 3 4 5 6 7 8 A E C D B 3.1 6.1 D.2 1.1 A.1 8.1 D.1 A.2 B.1 SECURITY OFFICE 1009 FLEX STATION 1010 MECHANICAL 1004 DIRECTOR SUPPORT 1406 ISSUANCE SUPER 1407 SYSTEMS ANALYSTS (3) 1408 ISSUANCE RECORDS 1403 CLAIMS RECORDS 1401 ELIG. SUPER 1505 ELIG. SUPER 1502 CC SUPER 1305 EE SUPER 1508 EE SUPER 1510 ELIG. SUPER 1507 MAP FILES 1506 DFA FILES 1504 ELIG. SPEC. 1503F ELIG. SPEC. 1503E ELIG. SPEC. 1503D ELIG. SPEC. 1503C ELIG. SPEC. 1503B ELIG. SPEC. 1503A ELIG. SPEC. 1501C INFO CLERK 1501A INFO CLERK 1501B INFO CLERK 1501E INFO CLERK 1501D ELIG. SPEC. 1503L ELIG. SPEC. 1503J ELIG. SPEC. 1503G ELIG. SPEC. 1503H ELIG. SPEC. 1503I EE CASE WORKER 1601H EE CASE WORKER 1601G EBT TECH 1404B EBT TECH 1404A CLAIMS TELLERS 1402 EBT TECH 1404D EE CASE WORKER 1601F EE CASE WORKER 1601I EE CASE WORKER 1601J EE CLERK 1601N EE CASE WORKER 1601M EE CASE WORKER 1601B EE CASE WORKER 1601C EE CASE WORKER 1601D EE CASE WORKER 1601E EE CASE WORKER 1601K EE CASE WORKER 1601L EE CLERK 1601A WORKROOM 1308 ADMIN ASST 1306C ADMIN ASST 1306B CC ADMIN 1306A DFA SUPPLIES 1511 CC CASE WRK 1301 SS ADMIN ASST 1404C EE CASE WORKER 1509 CONFERENCE 1012 BREAKROOM 1013 LACTATION 1011 STAFF TOILETS (M) 1014 STAFF TOILETS (W) 1015 PUBLIC TOILETS (W) 1006 PUBLIC TOILETS (M) 1005 CUSTODIAL 1007 CLAIMS/ ISSUA. LOBBY 1023 DFA/MAP LOBBY 1020 TELECOM 1003 ELECTRICAL 1003A RECEPTION 1002 CC CASE WRK 1303 DIRECTOR CERT. 1304 MAP SUPPLIES 1302 DIRECTOR 1212 KITCHEN 1205 PANTRY 1205A TABLE STORAGE 1204 COMP. LAB 1203 RESTROOM (M) 1201 RESTROOM (W) 1202 TRANS. COOR. 1103 SUPPLIES 1107 COUNSELOR 1106 COUNSELOR 1105 ADMINISTRATOR 1108 DISTRICT MGR 1109 COUNSELOR 1110 COUNSELOR 1111 MULTIP. 1112 NURSE 1209 STORAGE 1210 AMBUL. WC 1113 FILES 1114 REHAB AID 1104A O/B SPEC. 1104B SHARED OFFICE (5) 1211 CONGREGATE ROOM 1206 WAITING AREA 1101 EXEC ASST. 1102 STAIR 1 S11 SECURITY 1022 REFER TO SHEET A142 FOR CONTINUATION F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F31 STRIVE PATIO 1213 F21 F22 F44 F44 F1 F1 F1 F1 F1 F1 F1 F1 F21 F44 F44 F1 F1 F1 F1 F1 F1 F1 F1 F21 F47 F47 F22 F21 F12 F2 F2 F10 F21 F21 F2 F2 F10 F2 F10 F21 F47 F2 F10 F44 F1 F1 F1 F1 F44 F1 F1 F1 F1 F1 F1 F44 F1 F1 F1 F1 F44 F1 F1 F1 F1 F1 F1 F44 F1 F1 F1 F1 F44 F1 F1 F1 F1 F1 F1 F44 F1 F1 F1 F1 F44 F1 F1 F1 F1 F1 F1 F44 F1 F1 F1 F1 F44 F1 F1 F1 F1 F1 F1 F44 F1 F1 F1 F1 F44 F1 F1 F1 F1 F1 F1 F44 F1 F1 F1 F1 F44 F1 F1 F1 F1 F1 F1 F44 F1 F1 F1 F1 F44 F1 F1 F1 F1 F1 F1 F2 F10 F2 F10 F2 F10 F2 F10 F2 F21 F21 F2 F2 F2 F2 F21 F2 F10 F21 F2 F10 F21 F21 F2 F9 F21 F21 F2 F21 F21 F10 F2 F9 F21 F21 F2 F9 F21 F21 F2 F2 F2 F2 F12 F2 F21 F12 F2 F21 F21 F21 F2 F21 F21 F21 F21 F21 F21 F21 F2 F9 F21 F21 F2 F21 F38 F21 F21 F38 F21 F2 F9 F21 F21 F12 F2 F12 F2 F10 F2 F2 F9 F21 F2 F9 F12 F2 F2 F9 F21 F2 F9 F21 F21 F2 F9 F21 F2 F9 F21 F21 F21 F2 F9 F2 F2 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F2 F9 F21 F2 F9 F21 F2 F9 F21 F2 F10 F3 F3 F2 F10 F3 F3 F2 F10 F3 F3 F2 F10 F3 F3 F3 F3 F2 F10 F3 F3 F2 F10 F3 F3 F2 F10 F3 F3 F2 F10 F3 F3 F2 F10 F2 F10 F3 F3 F2 F10 F3 F3 F2 F10 F3 F3 F2 F10 F3 F2 F10 F3 F2 F10 F3 F2 F10 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F2 F12 F2 F12 F2 F12 F2 F12 F2 F12 F2 F12 F2 F2 F12 F2 F12 F2 F12 F2 F12 F2 F12 F2 F2 F12 F12 F2 F10 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F20 F2 F2 F43 F3 F3 F43 F3 F3 F2 F7 F2 F45 F45 F45 F45 F42 F42 F2 F43 F41 F41 F41 F43 F43 F43 F11 F33 F1 F1 F1 F1 F3 F3 F3 F3 F3 F3 OC1 OO1 OO2 OO3 OO40 OO25 CC37 CC35 CC35 CC37 F3 F3 OO1 OO4 OC11 OC11 OC11 OO6 OO22 OO22 OO22 F3 F3 F3 F3 F3 F10 F10 OO6 F7 OC11 F21 F21 CORRIDOR 1008 OO10 OO10 CC1 OO8 CC20 CC20 CC20 CC20 CC32 CC32 CC39 CC30 CC39 CC30 CC32 CC39 CC30 CC39 CC39 CC39 CC39 CC34 CC34 F2 CC39 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 CC34 CC34 CC34 CC39 OC2 F45 OO30 OO30 OO30 OO30 OO30 OO30 OO30 OO30 OO30 OO30 OO30 F21 F21 F21 F3 LOBBY 1001 OO20 OC12 EQ EQ OC11 7.1 F3 CC10 CC11 (U.C.) (U.C.) CC38 CC38 CC42 CC42 CC42 CC42 F33 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F35 F1 F1 F1 F1 F1 F1 F35 OC3 CC12 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO31 OO32 OO32 OO32 OO31 OO32 OO32 OO32 CC31 CC31 CC31 CC34 CC34 CC34 CC34 CC31 CC30 CC30 CC30 CC30 CC30 CC30 CC30 CC30 CC32 CC32 CC32 CC32 CC41 CC41 CC41 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 CC41 CC41 CC41 CC34 CC41 CC41 OO21 OO21 OO21 OO21 OO21 OO21 CC40 CC39 CC30 CC32 OO21 OO21 CC34 CC34 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 CC39 CC32 CC40 OO21 OO21 OO21 OO21 OO21 OO21 WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION 1. 2. 3. 4. 5. 6. 7. 8. REFER TO G005 AND G006 FOR ACCESSIBILITY DETAILS AND TYPICAL MOUNTING HEIGHTS. CONTRACTOR TO PROVIDE CONTINUOUS IN-WALL BLOCKING FOR CABINETS, EQUIPMENT, TOILET ACCESSORIES OR WHERE REQUIRED OTHERWISE. PRIOR TO EQUIPMENT INSTALLATION, CONTRACTOR TO COORDINATE AN EQUIPMENT MEETING WITH OWNER/ARCHITECT TO FINALIZE ELECTRICAL ROUGH-IN WORK AND MOUNTING REQUIREMENTS. CONTRACTOR TO COORDINATE WITH VENDOR EQUIPMENT INSTALLATION. PROVIDE REQUIRED MEP SUPPORT NEEDED FOR ALL VENDOR EQUIPMENT. CONTRACTOR TO VERIFY REQUIREMENTS OF ALL EQUIPMENT, INCLUDING VENDOR INSTALL EQUIPMENT PRIOR TO INSTALLATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OR ADDITIONAL REQUIREMENTS NOT PROVIDED. ALL FURNITURE IS OWNER PROVIDED & OWNER INSTALLED, UNLESS OTHERWISE NOTED. REFER TO MEP DRAWINGS IN CONJUNCTION WITH THIS SHEET. WHERE CONFLICTS ARISE, NOTIFY ARCHITECT. REFER TO VENDOR DRAWINGS FOR EQUIPMENT INFORMATION. FINAL LAYOUT DETERMINED BY SYSTEM INTEGRATOR. GENERAL NOTES - FF&E NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A113 04/06/2026 JT CK 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP MAIN FLOOR FF&E PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A113 MAIN FLOOR FF&E B1 FURNITURE SCHEDULE MARK DESCRIPTION OWNER PROVIDED / OWNER INSTALLED F1 SIDE CHAIR F2 TASK CHAIR WITH CASTERS F3 CHAIR, STACKABLE, WITHOUT ARMS F7 DESK - 60" X 30" F9 DESK - L SHAPE 5' X 5' F10 DESK - L SHAPE 5' X 6' F11 DESK - L SHAPE 6' X 4' F12 DESK - L SHAPE 6' X 6' F20 ROCKER CHAIR F21 LOUNGE CHAIR F22 SOFA 54" F31 CONFERENCE TABLE 120" X 48" F33 TABLE ROUND (36"DIA) F35 TABLE ROUND (60" DIA) F38 SIDE TABLE 30" x 30" F41 TABLE 48" X 30" F42 TABLE 54" x 30" F43 TABLE 60" X 30" F44 TABLE 60" x 48" F45 TABLE 72" x 30" F47 ACCENT TABLE EQUIPMENT SCHEDULE MARK DESCRIPTION CONTRACTOR PROVIDED / CONTRACTOR INSTALLED CC1 GREENHECK FIRE READY RANGE HOOD GRRS-W-36-T-E-D-N CC10 ELEVATOR - 2500# CC11 ELEVATOR - 3500# STRETCHER COMPLIANT CC12 ELEVATOR (DOH) CC20 SLIDING TRACK SHELVING HIGH DENSITY STORAGE SYSTEM CC30 MIRROR CC31 RECESSED BABY CHANGING STATION CC32 RECESSED PAPER TOWEL DISPENSER WITH WASTE RECEPTACLE CC34 GRAB BARS ADA REQUIRED CC35 42" GRAB BAR CC37 36"X36" SHOWER GRAB BARS CC38 FOLDING SHOWER SEAT CC39 SOAP DISPENSER - SURFACE MTD. CC40 HAND SANITIZER DISPENSER - SURFACE MTD. CC41 SURFACE MOUNTED TOILET PAPER DISPENSER - SURFACE MTD. CC42 COAT/ROBE HOOK OWNER PROVIDED / CONTRACTOR INSTALLED OC1 OVEN / RANGE OC2 ICE MAKER OC3 OUTDOOR GRILL OC11 55" LCD FLATSCREEN TV OC12 96" LCD FLATSCREEN TV No. Description Date EQUIPMENT SCHEDULE MARK DESCRIPTION OWNER PROVIDED / OWNER INSTALLED OO1 MICROWAVE OO2 36" REFRIGERATOR OO3 36" FREEZER OO4 36" FRENCH DOOR REFRIGERATOR OO6 REFRIGERATOR - UNDER COUNTER OO8 COFFEE MAKER OO10 DRINK/SNACK VENDING MACHINE OO20 COMPUTER W/ KEYBOARD AND MOUSE OO21 DESK PHONE OO22 XEROX COPIER OO25 FLOOR SAFE OO30 STORAGE SHELVING UNIT OO31 36" LATERAL FILING CABINET OO32 42" LATERAL FILING CABINET OO40 EXAM TABLE D1 A302 D1 A302 B1 A301 B1 A301 1 2 3 4 5 6 7 8 A E C D B 3.1 6.1 D.2 1.1 A.1 8.1 D.1 A.2 B.1 6'-5" 16'-0 1/4" 10'-7" 10'-7" 9'-7" 12'-6" 10'-6" 21'-0" 13'-2" 19'-6" 10'-0" 10'-0" 37'-2" 8'-1" 5'-3" 7'-9" 6'-9" 11'-3" 8'-7" 11'-6" 6'-1" 11'-0" 8'-8" 11'-7" 13'-10" 7'-3" HEALTH COORDINATOR 2102 HEAD START RECEPTION 2101 DISABILITY COORDINATOR 2103 MENTAL HEALTH COORDINATOR 2104 EDUCATION SUPERVISOR 2109 EDUCATION COORDINATOR 2111 RECORDS 2110 PARENT INVOLVEMENT COORDINATOR 2112 INFANTS & TODDLER SPECIALIST 2403 UTILITY 2106 SUPPLIES 2402 RECORDS 2404 DIRECTOR 2407 ADMINISTRATOR 2113 HEAD START EQUIPMENT STORAGE 2114 DONATION STORAGE 2310 STORAGE 2309 RECORDS 2302 VISITATION ROOM 2303 OFFICE MANAGER 2304 DISTRICT MANAGER PROTECTIVE SERVICES 2305 DISTRICT MANAGER FOSTER CARE 2306 PUBLIC TOILETS (M) 2005 PUBLIC TOILETS (W) 2006 CUSTODIAL 2004 STAFF TOILETS (W) 2012 STAFF TOILETS (M) 2011 CONFERENCE 2010 BREAKROOM 2009 LACTATION 2008 WORKROOM 2207 DISTRICT MANAGER 2206 ADMINISTRATOR 2205 FLEX WORKSTATIONS 2007 MECHANICAL 2003 TELE/ELEC 2002 WAITING ROOM 2201 RECORDS 2209 INTERVIEW 2 2203 INTERVIEW 1 2202 HEAD START EQUIPMENT STORAGE 2115 ADMINISTRATOR 2307 RECORDS 2107 FAMILY WAITING 2001 STORAGE 2001A DCFS CORRIDOR 2300 CORRIDOR 2000B INTAKE CORRIDOR 2200 WAITING AREA 2409 ADMINISTRATOR 2405 STORAGE 2401 15'-0" 2'-0" 9'-6" 11'-2" 3'-8" 5'-7" 14'-3" 7'-5" 2001A 2310A 2309A 2405A 2110A 2300B 2400A 2100C 2300A 2100B 2404A 2102A 2115A 2201A 2201B 2202A 2203A 2209A 2100A 2001B 2005B 2006B 2101A 2007A 2200A 2008A 2009A 2010A 2011A 2114A 2107A 2302A 2004A 2002A 2000A 2103A 2104A 2111A 2112A 2306A 2307A 2305A 2304A 2303A 2205A 2206A 2003A 2109A 2113A 2401A 2403A 2106A 2012A 2207A 2402A 2206B DCFS CORRIDOR 2300 LOBBY 2000 HEAD START CORRIDOR 2100 14'-1" 7" 7'-4" OCCRS CORRIDOR 2400 S23A S22B S22A STAIR 2 S22 STAIR 3 S23 STAIR 1 S21 S21A B2 A502 23'-6" 73'-4" 52'-6" 12'-0" 29'-10" 11'-1" 10'-11" 11'-6" 211'-4" 12'-0" 15'-2" 73'-6" 3'-0" 3'-6" 3'-0" 1'-0" 3'-6" 4'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 3'-6" 12'-0" 11'-6" 4'-6" 27'-0" 1'-0" 28'-0" 2'-6" 10'-6" 15'-0" 11'-6" 20'-0" 31'-6" 10'-6" 21'-0" D1 A301 D1 A301 90° B1 A302 B1 A302 2407A 74'-7" 31'-6" 31'-6" 10'-6" 21'-0" 10'-6" 21'-0" 12'-0" 11'-6" 20'-0" 31'-6" 10'-6" 21'-0" 31'-6" 31'-6" 10'-6" 21'-0" 31'-6" 12'-0" 11'-4" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 7" 8" 4'-11" 13'-6" 5'-1" 3'-6" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 2'-11" 2'-4" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 4'-8" 3'-2 1/2" 3'-0" 1'-0" 3'-0" 1'-9 1/2" 8" 3'-4" 8" 10'-5" 8" 8" 5" 3'-0" 1'-0" 3'-0" 10'-10" 2'-7" 13'-8" 3'-3" 3'-0" 1'-0" 3'-0" 3'-5" 9" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 2'-9" 2'-6 1/2" 3'-0" 1'-0" 3'-0"1'-11 1/2" 4'-8" 3'-0" 1'-0" 3'-0" 3'-6" 1'-11" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 26'-3" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 4'-8" 9'-5" 9'-5" 9'-0" 10'-10" 21'-11" 23'-5" 15'-6" 16'-3" 1'-0" 12'-0" 11'-6" 4'-6" 27'-0" 1'-0" 28'-0" 2'-6" 10'-6" 75'-10" 11'-6" 1'-9" 3'-0" 1'-0" 3'-0" 3'-3" 2'-0" 3'-0" 1'-0" 3'-0" 3'-0" 4'-9" 3'-6" 3'-3" 5'-11" 3'-6" 5'-7" 3'-2 1/2" 3'-0" 1'-0" 3'-0"1'-9 1/2" 8" 11'-6" 8" 16'-1" 16'-2" 31'-6" 10'-9" 8" 2'-11" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 2'-11" 8" 22'-5" 4'-3" 7'-8 1/2" 14'-2" 10'-8" 10'-6" 6'-5" 10'-0" 9'-1" 2'-11" 6'-8" 14'-1" 6'-6" 7'-0" 14'-2" 8" 5'-8" 4'-0" 3'-10" 5'-9" 2'-3" 3'-2" 7'-10" 7'-8" 11'-4" 2'-4" 8'-5" 9'-6" 4'-4" 11'-6" 1'-0" 25'-4" 9'-9" 10'-10" 14'-10" 8'-0" 1'-2" 2'-4" 8'-7" 10'-11" 12'-8" 8'-1" 9'-7" 6'-5" 13'-8" 5'-7" 5" 3'-6" 8'-9" 11'-7 3/4" M47 M44 F13 C45 F13 F13 F13 M44 F12 M04 M04 F12 M04 F12 C45 F13 F13 F13 F13 M44 M44 M04 M44 M47 M44 M44 M44 M04 M04 M44 12'-0" 232'-6" 112'-0" 15'-0" M22 ALIGN ALIGN 2'-11" 9'-4" 10'-8" 9'-9" 9'-9" ALIGN ALIGN ALIGN ALIGN 4'-9" 1'-4" 3'-9" 14'-9" F12 3'-6" ALIGN F12 F12 M04 M04 M44 M44 M04 M04 F12 F12 M44 M04 M44 F12 M44 M44 8'-10" M04 F12 M44 M44 M44 M44 F13 M44 M44 M04 M44 F12 M44 M44 M04 6'-0" 21'-4" F12 M04 M04 F12 M04 M04 M04 F12 M44 F13 C45 M44 M04 M04 2'-6" 1'-0" M04 M04 M04 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 2005A 2006A 7.1 1'-10" 1'-10" F24 F24 F24 F24 M44 M44 F24 F24 F12 F24 F24 F24 F13 F24 F12 F24 F24 M04 M04 F12 M44 M22 F12 C45 F12 F24 C45 ELEV. 22 E22 ELEV. 23 E23 ELEV. 21 E21 F24 10'-10" 1'-6" M47 M47 1'-1" 1'-3" 1'-6" 2010B WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION 1. 2. 3. 4. 5. PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF DISCREPANCIES GREATER THAN 2" PRIOR TO FRAMING WALLS. ALL INTERIOR PARTITIONS ARE TYPE M43 UNLESS NOTED OTHERWISE. REFER TO G201 FOR PARTITION TYPES. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD AT NEW WALLS, FACE OF STUD TO FACE OF EXTERIOR WALLS, AND FACE OF STUD TO FINISH FACE OF EXISTING WALLS WHERE SHOWN. ASSUME 5" NOMINAL WIDTHS OF STUD WALLS UNLESS OTHER WISE NOTED. LOCATE DOORS 4" FROM HINGE SIDE TYPICALLY, UNLESS OTHERWISE SHOWN. AT LATCH SIDE OF DOOR PROVIDE A MINIMUM OF 18" CLEAR SPACE ON PULL SIDE OF DOOR AND 12" ON THE PUSH SIDE. REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. GENERAL DIMENSION NOTES NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A121 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP 2ND FLOOR DIMENSION PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A121 2ND FLOOR DIMENSION PLAN B1 No. Description Date A201 D1 A201 B1 A202 D1 A202 B1 D1 A302 D1 A302 B1 A301 B1 A301 1 2 3 4 5 6 7 8 A E C D B 3.1 6.1 D.2 1.1 A.1 8.1 D.1 A.2 B.1 HEALTH COORDINATOR 2102 HEAD START RECEPTION 2101 DISABILITY COORDINATOR 2103 MENTAL HEALTH COORDINATOR 2104 AIDE STATION 2108D AIDE STATION 2108C AIDE STATION 2108E AIDE STATION 2108F AIDE STATION 2108B AIDE STATION 2108A AIDE STATION 2108G AIDE STATION 2108H AIDE STATION 2108I AIDE STATION 2108J AIDE STATION 2108L EDUCATION SUPERVISOR 2109 EDUCATION COORDINATOR 2111 RECORDS 2110 PARENT INVOLVEMENT COORDINATOR 2112 INFANTS & TODDLER SPECIALIST 2403 AIDE STATION 2105A UTILITY 2106 SUPPLIES 2402 LICENSING 2408B RECORDS 2404 LICENSING 2408A CCR SPECIALIST 2406C QUAL. SPECIALIST 2406D DIRECTOR 2407 ADMINISTRATOR 2113 HEAD START EQUIPMENT STORAGE 2114 DONATION STORAGE 2310 STORAGE 2309 CASE WORKER FC 2308A CASE WORKER FC 2308B CASE WORKER PS 2308C CASE WORKER PS 2308D FAMILY SERVICE SPECIALIST PS 2301D FAMILY SERVICE SPECIALIST PS 2301E FAMILY SERVICE SPECIALIST FC 2301A FAMILY SERVICE SPECIALIST FC 2301B LICENSING 2301C RECORDS 2302 VISITATION ROOM 2303 OFFICE MANAGER 2304 DISTRICT MANAGER PROTECTIVE SERVICES 2305 DISTRICT MANAGER FOSTER CARE 2306 AIDE STATION 2105F AIDE STATION 2108K AIDE STATION 2105C AIDE STATION 2105B AIDE STATION 2105D PUBLIC TOILETS (M) 2005 PUBLIC TOILETS (W) 2006 CUSTODIAL 2004 STAFF TOILETS (W) 2012 STAFF TOILETS (M) 2011 CONFERENCE 2010 BREAKROOM 2009 LACTATION 2008 WORKROOM 2207 DISTRICT MANAGER 2206 ADMINISTRATOR 2205 FLEX WORKSTATIONS 2007 MECHANICAL 2003 TELE/ELEC 2002 WAITING ROOM 2201 RECORDS 2209 ADMIN. ASST. 2208 SOCIAL WORKER 2204B INTERVIEW 2 2203 INTERVIEW 1 2202 HEAD START EQUIPMENT STORAGE 2115 ADMINISTRATOR 2307 RECORDS 2107 FAMILY WAITING 2001 STORAGE 2001A DCFS CORRIDOR 2300 CORRIDOR 2000B INTAKE CORRIDOR 2200 SOCIAL WORKER 2204A SOCIAL WORKER 2204C SOCIAL WORKER 2204D WAITING AREA 2409 AIDE STATION 2105E HEAD START CORRIDOR 2100 CCR SPECIALIST 2406B CCR SPECIALIST 2406A ADMINISTRATOR 2405 OFFICE ASST. 2408D PROC. COORD. 2408C STORAGE 2401 307 301 609 A502 D3 A504 C3 A501 B3 B2 A502 SF7 SF6 D1 A301 D1 A301 SF7 SF7 SF7 SF7 SF7 SF7 SF7 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF7 SF7 SF7 SF7 SF7 SF7 SF7 SF7 SF7 SF7 SF7 SF7 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF7 B1 A302 B1 A302 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 IS2 STAIR 2 S22 STAIR 3 S23 S23A 2001A 2310A 2309A 2405A 2110A 2300B 2400A 2100C 2300A 2100B 2404A 2102A 2115A 2201A 2201B 2202A 2203A 2209A 2100A 2001B 2005B 2006B 2101A 2007A 2200A 2008A 2009A 2010A 2011A 2114A 2107A 2302A 2004A 2002A 2000A 2103A 2104A 2111A 2112A 2306A 2307A 2305A 2304A 2303A 2205A 2206A 2003A 2109A 2113A 2401A 2403A 2106A 2012A 2402A 2206B S22B S22A S21A 2407A 403 307 IS4 2010B 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 509 509 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 606 414 414 414 414 414 414 414 7.1 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 615 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 608 608 608 608 608 STAIR 1 S21 A503 D3 SIM IS2 IS7 IS2 IS2 IS2 IS2 IS2 IS2 IS2 IS2 IS2 IS2 IS7 IS7 IS7 IS8 IS10 IS2 IS11 106 IS2 621 621 621 621 621 IS9 510 510 511 236 OPP. HAND OPP. HAND OPP. HAND OPP. HAND 106 SIDELIGHT OPP. OPP. HAND OPP. HAND OPP. HAND OPP. HAND OPP. HAND WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION 1. 2. 3. 4. 5. PROVIDE CONTINUOUS IN-WALL BLOCKING OR STRAPPING AS REQUIRED FOR ANY CASEWORK, WALL-MOUNTED EQUIPMENT, OR ACCESSORIES INDICATED ON PLAN. REFER TO G006 FOR TYPICAL MOUNTING HEIGHTS. REFER TO SPECIFICATIONS FOR GYPSUM BOARD CONTROL JOINTS; GC SHALL EQUALLY SPACE VERTICAL CONTROL JOINTS ON ALL WALLS THAT EXCEED 25 LINEAR FEET IN LENGTH TO DIVIDE THE WALL INTO EQUALLY SPACED SECTIONS THAT ARE LESS THAN 25 LINEAR FEET IN LENGTH. WHERE CONTROL JOINTS ARE LOCATED OPPOSING WALLS IN ANY GIVEN SPACE, THEY SHALL BE ALIGNED AND SPACED SUCH THAT NO SECTION IS GREATER THAN 25 LINEAR FEET IN LENGTH. GENERAL CONTRACTOR TO ADD FACILITY LABELS OF RATED ASSEMBLIES, VALVE LOCATIONS, ETC. COORDINATE WITH OWNER DURING CONSTRUCTION. REFER TO SHEETS A610 FOR STOREFRONT AND WINDOW ELEVATIONS. CONTRACTOR TO REVIEW SCOPE OF WORK WITH OTHER DISCIPLINES FOR COORDINATION - CONTACT ARCHITECT IF ANY CONDITIONS CONFLICT WITH SCOPE OF WORK OR ARE IN QUESTION. GENERAL REFERENCE NOTES NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A122 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP 2ND FLOOR REFERENCE PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A122 2ND FLOOR REFERENCE PLAN B1 # No. Description Date KEYNOTES - NEW WORK # DESCRIPTION 100 - WALLS AND OPENINGS 106 INTERIOR GLAZED ASSEMBLY WITH HOLLOW METAL FRAME - SEE A611 200 - ROOF & EXTERIOR 236 METAL COPING PARAPET CAP FLASHING 300 - INTERIOR CONSTRUCTION & MILLWORK 301 OPERABLE FOLDING PANEL ACOUSTIC WALL PARTITION - WITH DOOR PANEL (MIN STC-50) 307 PLASTIC LAMINATE CABINETRY AND SOLID SURFACE COUNTERTOP - SEE MILLWORK DRAWINGS 400 - FFE 403 PROVIDE SELF CHECK-IN KIOSK - REFER TO FF&E PLAN 414 HIGH DENSITY STORAGE SYSTEM - SEE SPECIFICATIONS 500 - VERTICAL CIRCULATION 509 STEEL PAN STAIRS WITH SEALED CONCRETE TREADS 510 ELEVATOR - SEE SPECIFICATIONS - 3500# STRETCHER COMPLIANT (7'-0" X 8'-9") CLEAR REQD GC TO CONFIRM ALL SHAFT DIMENSION REQUIREMENTS AND OTHER CONSTRUCTION REQUIREMENTS WITH MANUFACTURER. PER BASIS OF DESIGN MFR (KONE MONOSPACE 300) 511 ELEVATOR - SEE SPECIFICATIONS - 2500# - (7'-0" X 8'-7") CLEAR REQD GC TO CONFIRM ALL SHAFT DIMENSION REQUIREMENTS AND OTHER CONSTRUCTION REQUIREMENTS WITH MANUFACTURER. PER BASIS OF DESIGN MFR (KONE MONOSPACE 300) 600 - COORDINATION 606 INTERNAL ROOF DRAIN ASSEMBLY, PIPED VERTICALLY DOWN TO LOWER LEVEL AT NEAREST INTERIOR COLUMN LINE, AND PIPED LATERALLY OVERHEAD TO CISTERN KEYNOTES - NEW WORK 608 SLOPE FLOOR TO DRAIN 1/8" / 12" - SEE PLUMBING/CIVIL 609 REFER TO MECHANICAL DRAWINGS FOR MECHANICAL EQUIPMENT INFORMATION 615 DRINKING FOUNTAIN - SEE PLUMBING 621 PIPE/ DUCT CHASE - SEE MEP 800 - FINISHES 812 OPERABLE INTERIOR WINDOW SHADE 813 SOLID SURFACE WINDOW SILL 1 2 3 4 5 6 7 8 A E C D B 3.1 6.1 D.2 1.1 A.1 8.1 D.1 A.2 B.1 HEALTH COORDINATOR 2102 HEAD START RECEPTION 2101 DISABILITY COORDINATOR 2103 MENTAL HEALTH COORDINATOR 2104 AIDE STATION 2108D AIDE STATION 2108C AIDE STATION 2108E AIDE STATION 2108F AIDE STATION 2108B AIDE STATION 2108A AIDE STATION 2108G AIDE STATION 2108H AIDE STATION 2108I AIDE STATION 2108J AIDE STATION 2108L EDUCATION SUPERVISOR 2109 EDUCATION COORDINATOR 2111 RECORDS 2110 PARENT INVOLVEMENT COORDINATOR 2112 INFANTS & TODDLER SPECIALIST 2403 AIDE STATION 2105A UTILITY 2106 SUPPLIES 2402 LICENSING 2408B RECORDS 2404 LICENSING 2408A CCR SPECIALIST 2406C QUAL. SPECIALIST 2406D DIRECTOR 2407 ADMINISTRATOR 2113 HEAD START EQUIPMENT STORAGE 2114 DONATION STORAGE 2310 STORAGE 2309 CASE WORKER FC 2308A CASE WORKER FC 2308B CASE WORKER PS 2308C CASE WORKER PS 2308D FAMILY SERVICE SPECIALIST PS 2301D FAMILY SERVICE SPECIALIST PS 2301E FAMILY SERVICE SPECIALIST FC 2301A FAMILY SERVICE SPECIALIST FC 2301B LICENSING 2301C RECORDS 2302 VISITATION ROOM 2303 OFFICE MANAGER 2304 DISTRICT MANAGER PROTECTIVE SERVICES 2305 DISTRICT MANAGER FOSTER CARE 2306 AIDE STATION 2105F AIDE STATION 2108K AIDE STATION 2105C AIDE STATION 2105B AIDE STATION 2105D PUBLIC TOILETS (M) 2005 PUBLIC TOILETS (W) 2006 CUSTODIAL 2004 STAFF TOILETS (W) 2012 STAFF TOILETS (M) 2011 CONFERENCE 2010 BREAKROOM 2009 LACTATION 2008 WORKROOM 2207 DISTRICT MANAGER 2206 ADMINISTRATOR 2205 FLEX WORKSTATIONS 2007 MECHANICAL 2003 TELE/ELEC 2002 WAITING ROOM 2201 RECORDS 2209 ADMIN. ASST. 2208 SOCIAL WORKER 2204B INTERVIEW 2 2203 INTERVIEW 1 2202 HEAD START EQUIPMENT STORAGE 2115 ADMINISTRATOR 2307 RECORDS 2107 FAMILY WAITING 2001 STORAGE 2001A DCFS CORRIDOR 2300 CORRIDOR 2000B INTAKE CORRIDOR 2200 SOCIAL WORKER 2204A SOCIAL WORKER 2204C SOCIAL WORKER 2204D WAITING AREA 2409 AIDE STATION 2105E HEAD START CORRIDOR 2100 CCR SPECIALIST 2406B CCR SPECIALIST 2406A ADMINISTRATOR 2405 OFFICE ASST. 2408D PROC. COORD. 2408C STORAGE 2401 10'-0" 10'-0" F1 F1 F1 F1 F33 F37 F22 F37 F22 F21 F38 F21 F2 F21 F21 F21 F21 F21 F21 F2 F55 F2 F2 F55 F55 F55 F55 F55 F51 F51 F55 F55 F55 F50 F2 F2 F2 F3 F3 F3 F3 F3 F3 F3 F3 F23 F22 F40 F3 F3 F37 F22 F37 F11 F11 F11 F11 F2 F11 F2 F11 F2 F10 F10 F53 F53 F51 F51 F52 F52 F52 F52 F2 F11 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F21 F21 F2 F10 F2 F10 F2 F21 F21 F10 F2 F21 F21 F10 F2 F21 F21 F10 F2 F21 F21 F10 F2 F21 F21 F10 F2 F21 F21 F2 F21 F21 F10 F2 F10 F2 F21 F21 F10 F2 F21 F21 F10 F2 F21 F21 F10 F53 F20 F22 F40 F3 F3 F22 F40 F3 F3 OO5 OO22 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F54 F54 F54 F54 F54 F54 F54 F54 F54 F54 F54 F54 F54 F54 F54 F54 F54 F3 F3 F54 OC10 OO6 (U.C.) OO1 F21 F38 F21 OC11 CC20 CC20 CC20 CC20 CC20 CC20 CC20 OC11 OC11 CC20 OC11 OC11 OC11 OC11 7.1 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 F33 F1 F1 F1 F1 F33 F1 F1 F1 F1 F34 F1 F1 F1 F1 F1 F1 F34 F1 F1 F1 F1 F1 F1 F33 F1 F1 F1 F1 F33 F1 F1 F1 F1 F33 F1 F1 F1 F1 F33 F1 F1 F1 F1 F32 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F32 CC10 CC11 CC12 ELEV. 21 E21 ELEV. 23 E23 ELEV. 22 E22 STAIR 2 S22 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 CC30 CC32 CC40 CC39 OO22 F2 OO20 OO21 F10 CC31 CC31 CC31 CC34 CC34 CC34 CC31 CC34 CC34 CC39 CC39 CC30 CC30 CC30 CC30 CC32 CC32 CC34 CC34 CC39 CC39 CC30 CC30 CC30 CC30 CC32 CC32 CC41 CC34 CC41 CC41 CC41 CC41 CC41 WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION 1. 2. 3. 4. 5. 6. 7. 8. REFER TO G005 AND G006 FOR ACCESSIBILITY DETAILS AND TYPICAL MOUNTING HEIGHTS. CONTRACTOR TO PROVIDE CONTINUOUS IN-WALL BLOCKING FOR CABINETS, EQUIPMENT, TOILET ACCESSORIES OR WHERE REQUIRED OTHERWISE. PRIOR TO EQUIPMENT INSTALLATION, CONTRACTOR TO COORDINATE AN EQUIPMENT MEETING WITH OWNER/ARCHITECT TO FINALIZE ELECTRICAL ROUGH-IN WORK AND MOUNTING REQUIREMENTS. CONTRACTOR TO COORDINATE WITH VENDOR EQUIPMENT INSTALLATION. PROVIDE REQUIRED MEP SUPPORT NEEDED FOR ALL VENDOR EQUIPMENT. CONTRACTOR TO VERIFY REQUIREMENTS OF ALL EQUIPMENT, INCLUDING VENDOR INSTALL EQUIPMENT PRIOR TO INSTALLATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OR ADDITIONAL REQUIREMENTS NOT PROVIDED. ALL FURNITURE IS OWNER PROVIDED & OWNER INSTALLED, UNLESS OTHERWISE NOTED. REFER TO MEP DRAWINGS IN CONJUNCTION WITH THIS SHEET. WHERE CONFLICTS ARISE, NOTIFY ARCHITECT. REFER TO VENDOR DRAWINGS FOR EQUIPMENT INFORMATION. FINAL LAYOUT DETERMINED BY SYSTEM INTEGRATOR. GENERAL NOTES - FF&E NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A123 04/06/2026 JT CK 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP 2ND FLOOR FF&E PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A123 2ND FLOOR FF&E B1 FURNITURE SCHEDULE MARK DESCRIPTION OWNER PROVIDED / OWNER INSTALLED F1 SIDE CHAIR F2 TASK CHAIR WITH CASTERS F3 CHAIR, STACKABLE, WITHOUT ARMS F10 DESK - L SHAPE 5' X 6' F11 DESK - L SHAPE 6' X 4' F20 ROCKER CHAIR F21 LOUNGE CHAIR F22 SOFA 54" F23 SOFA 72" F32 CONFERENCE TABLE 144" X 48" F33 TABLE ROUND (36"DIA) F34 TABLE ROUND (48" DIA) F37 SIDE TABLE 24" X 24" F38 SIDE TABLE 30" x 30" F40 TABLE 36" x 36" F50 CUBICLE WORK STATION 71" X 106" F51 CUBICLE WORK STATION 78" x 96" F52 CUBICLE WORK STATION 88" X 90" F53 CUBICLE WORK STATION 88" x 96" F54 CUBICLE WORK STATION 91" x 72" F55 CUBICLE WORK STATION 91" x 96" EQUIPMENT SCHEDULE MARK DESCRIPTION CONTRACTOR PROVIDED / CONTRACTOR INSTALLED CC10 ELEVATOR - 2500# CC11 ELEVATOR - 3500# STRETCHER COMPLIANT CC12 ELEVATOR (DOH) CC20 SLIDING TRACK SHELVING HIGH DENSITY STORAGE SYSTEM CC30 MIRROR CC31 RECESSED BABY CHANGING STATION CC32 RECESSED PAPER TOWEL DISPENSER WITH WASTE RECEPTACLE CC34 GRAB BARS ADA REQUIRED CC39 SOAP DISPENSER - SURFACE MTD. CC40 HAND SANITIZER DISPENSER - SURFACE MTD. CC41 SURFACE MOUNTED TOILET PAPER DISPENSER - SURFACE MTD. OWNER PROVIDED / CONTRACTOR INSTALLED OC10 SELF CHECK IN KIOSK OC11 55" LCD FLATSCREEN TV OWNER PROVIDED / OWNER INSTALLED OO1 MICROWAVE OO5 48" FRENCH DOOR REFRIGERATOR OO6 REFRIGERATOR - UNDER COUNTER OO20 COMPUTER W/ KEYBOARD AND MOUSE OO21 DESK PHONE OO22 XEROX COPIER No. Description Date D1 A302 D1 A302 B1 A301 B1 A301 1 2 3 4 5 6 7 8 A E C D B 3.1 6.1 D.2 1.1 A.1 8.1 D.1 A.2 B.1 FRAUD INVESTIG. 3224 CONFERENCE 3307 SERVER CENTER 3401 ACCT PAYABLE 3507 DISTRICT MGR 3223 MANAGEMENT EVAL 3222 ADMINISTRATOR 3221 DIRECTOR PR 3219 DIRECTOR TANF 3218 TRAINING OFFICER 3217 EMPLOYMENT TRAINING OFFICER 3226 EMPLOYMENT TRAINING OFFICER 3212 PREP STOR 3214A (2) PREP 3214 (2) QC SUPER & REV. 3213 PI DIRECTOR 3211 QC REVIEWER 3209 PI ANALYST 3207 MAP DIRECTOR 3206 ASST. DIRECTOR 3205 PE SPEC. 3203 FRAUD INVESTIG. 3201 PE SPEC. 3202 MAP RECORDS 3229 FRAUD RECORDS 3228 EMPLOYMENT TRAINING OFFICER 3227 PE SPEC 3208 PE SPEC. 3204 DFA RECORDS 3220 JOBS LAB 3021 FRAUD INVESTIG. 3225 WAITING 3022 DEPUTY COMMISSIONER 3308 GENERALIST 3309 GENERALIST 3305 LABOR RELATIONS 3310 RECORDS 3302 MAP STORAGE 3230 WRKSTN 3301 COPY/PRINT 3303 PREP AREA 3001C TRAINING ROOM 3001 FLEX STATIONS 3002 SHARED BREAKROOM 3010 LACTATION 3009 MECHANICAL 3004 ELECTRICAL/ TELECOM 3003 NETWORK MANAGER 3404 SYSTEMS MANAGER 3405 DIRECTOR 3406 SECURE STORAGE 3017 COMP SETUP 3403 STX DC OFFICE 3105 CAPITAL PROJECTS 3106 ASST. DC 3104 STORAGE 3103 DEPUTY COMMISIONER 3101 CPO 3703 ASSET DIRECTOR 3702 ASSET STORAGE 3704 INVENTORY CLERK 3701E CONTRACT ADMIN 3606 COMMS 3607 LEGAL COUNSEL 3608 RECEPTION 3502 CONFERENCE 3512 RECORDS 3513 PAYROLL SUPER 3503 DIRECTOR 3510 AUDIT DIRECTOR 3511 DIRECTOR 3509 CFO 3508 SPEC. ASST. 3506 AUDIT DIRECTOR 3505 UTILITY 3016 MAIL ROOM 3604 INTERNAL WORKROOM 3601 EXEC. PM 3610 ADA TOILET 3612 STX AC 3609 INTERNAL BREAKROOM 3611 STT/STJ AC 3613 CONFERENCE 3615 DIR. COMMUNITY ENGAGE. 3617 COMMISSIONER 3616 FILES 3620 COPY/ PRINT 3514 RECEPTION 3602 SUPPLIES 3515 PRIVATE WC 3616B PRIVATE WC 3508A PRIVATE WC 3613A LOBBY 3000 MIS CORRIDOR 3400 CORRIDOR 3000A FISCAL CORRIDOR 3500 HR CORRIDOR 3300 OTC CORRIDOR 3600 DFA/MAP CORRIDOR 3200 OPS CORRIDOR 3700 CORRIDOR 3100 9'-4" 8'-5" 6'-4" 6'-1" 5'-8" 11'-8" 13'-10" 18'-8" 12'-5" 8'-5" 8'-5" 11'-8" 3'-0" 6'-1" 2'-0" 6'-2" 7'-0" STAFF TOILETS (W) 3015 PUBLIC TOILETS (W) 3006 PUBLIC TOILETS (M) 3005 CUSTODIAL 3007 STAFF TOILETS (M) 3014 3500B 3500A 3500C 3010A 3606A 3308A 3307A 3305A 3309A 3223A 3224A 3617A 3611A 3616A 3616B 3615A 3613A 3613B 3612A 3221A 3225A 3310A 3211A 3209A 3207A 3206A 3205A 3203A 3201A 3200A 3200B 3021A 3220A 3229A 3208A 3204A 3202A 3222A 3001A 3001B 3001C 3017A 3302A 3230A 3404A 3405A 3406A 3401A 3009A 3607A 3608A 3605A 3508A 3505A 3503A 3513A 3510A 3512A 3509A 3511A 3105A 3400B 3400A 3300A 3100A 3100B 3700A 3600B 3703A 3101A 3106A 3104A 3103A 3704A 3704B 3702A 3002A 3601A 3610A 3016A 3003A 3508B 3609A 3214B 3227A 3226A 3228A 3212A 3004A 3000A S33A S31A S32A STAIR 3 S33 STAIR 1 S31 STAIR 2 S32 B2 A502 D1 A301 D1 A301 B1 A302 B1 A302 D1 A304 D1 A304 7'-0" 5'-9" 15'-5" 2'-7 1/2" 11'-6" 20'-0" 31'-6" 10'-6" 21'-0" 31'-6" 31'-6" 10'-6" 21'-0" 10'-6" 21'-0" 12'-0" 12'-0" 11'-6" 4'-6" 27'-0" 1'-0" 28'-0" 2'-6" 10'-6" 15'-0" 11'-6" 20'-0" 31'-6" 10'-6" 21'-0" 31'-6" 31'-6" 10'-6" 21'-0" 31'-6" 12'-0" 12'-0" 11'-6" 4'-6" 27'-0" 1'-0" 28'-0" 2'-6" 10'-6" 15'-0" 73'-6" 96'-10" 52'-6" 12'-0" 87'-4" 15'-0" 11'-6" 211'-4" 15'-0" 75'-10" 11'-6" 12'-0" 4'-8" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 2'-4" 8" 2'-3" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 76'-5" 12'-0" 12'-0" 8'-4" 8" 42'-9" 10'-10" 10'-6" 15'-5" 12'-0 1/4" 9'-11" 2'-1" 2'-11" 3'-1" 13'-9" 8'-8" 8'-7" 7'-6" 6'-1" 16'-0" 10'-6" 10'-6" 12'-0" 8" 12'-5" 8" 11'-4" 8" 3001D 8" 11'-1" 6'-5" 8" 14'-4" 8" 72'-8" 5'-1" 8'-3" 8" 4'-3" 14'-1" 11'-10" 8'-5" 12'-9" 8'-8" 9'-2" 10'-6" 13'-9" 42'-6" 9'-6" 9'-9" 19'-6" 8" 10'-10" 8" 8'-10" 21'-0" 1'-0"2'-9" 8'-7" 8" 1'-0" 11'-6" 2'-6" 8" 21'-11" 20'-10" 19'-8" 12'-1" 8" 10'-10" 8" 11'-5 1/4" ALIGN 8'-6 1/2" 10'-2" 1'-3" 10'-2" 2'-8" 5'-10" 3'-1" 1'-11" 11" 9" 5'-7" 2'-5" 5'-5" 9'-7" 1'-1" 6'-3" 5'-10" 2'-5" 5'-10" 1'-4" 3'-4" 5'-1" 5'-8" 11'-7" 8'-3" 10'-2" 5'-10" 9'-1" 11'-5" 10'-0" 10'-5" 2'-11" 2'-7" 9'-6" 12'-4" 5'-1" 8'-10" 10'-0" 5'-3" 8'-3" 8'-3" 5'-8" 2'-5" 6'-8" 15'-4" 4'-0" 2'-11" 8'-1" 21'-2" 3214A 3213A 2'-4" 2'-0" 3219A 3218A 3217A 11'-2" 1'-2" 9'-1" ALIGN 6'-4" 6'-8" 1'-10" ALIGN 4'-4" 12'-8" 8'-3" 2'-0" 5'-11" 7'-3" 8'-5" 8'-7" ALIGN ALIGN 7'-8" 11'-2 1/2" 10'-8" 8'-0" 18'-8" ALIGN 4'-0" 11'-2" 5'-9" 10" 2'-4" 3620A 9'-2 3/8" 2'-3" 11'-5" 6'-0" 4'-5" 8'-6" 5'-2" 4'-6" 6'-0" 4'-5" 4'-2" 4'-7" 3'-7" 5'-10" 6'-0" F13 M04 M04 M04 M04 M04 M04 M44 M04 M04 M44 M04 M43 F13 F13 F13 F13 M04 M04 M04 M04 M04 M04 M04 1'-6" F13 8'-3" 5'-2" ALIGN ALIGN F13 M44 F13 F13 F13 C45 M04 M04 M04 F13 M04 M43 M44 M04 M04 M04 F13 M04 M04 F13 M04 M44 M04 M04 M04 M04 M44 F13 M44 M43 M44 M43 M44 M44 M04 M04 F13 M04 M43 F13 M43 F13 F13 F13 F13 M04 M43 M43 M43 F13 F13 C45 F13 F13 M44 M43 M04 M43 M04 M04 M04 F13 F13 C45 F13 F13 M04 M44 M04 M04 M04 M43 F13 M04 M43 F13 M04 M43 F13 M43 M43 F13 F13 M43 M04 M43 M43 M43 M43 M04 M43 M04 M43 M04 M43 M43 M04 F13 F13 F13 M44 M43 6'-4" 9'-8" 3'-6" 8'-9" ALIGN 1'-7" 5'-7" 6'-0" 3'-2" 5'-8" 4'-0" 3'-10" 5'-9" M43 M44 M43 3015A 3014A M44 M43 F13 M04 M04 M04 M04 M04 M04 M43 F13 F13 F13 M04 M04 F13 F13 M04 M44 M04 F13 F13 C45 3006A 3005A 3007A 3005B 3006B 7.1 A451 D5 ELEV. 03 E33 ELEV. 32 E32 F24 F24 F24 F13 F24 F24 F24 M44 F24 M43 M43 M44 M04 M44 M44 F24 F13 F13 F24 F13 F24 F13 F24 F13 F13 F24 F13 F24 F24 F24 F24 M44 M43 M04 M43 F12 M44 M44 M04 M04 F13 M44 M44 M04 F24 3602A 1'-6" 1'-6" 1'-8" WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION 1. 2. 3. 4. 5. PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF DISCREPANCIES GREATER THAN 2" PRIOR TO FRAMING WALLS. ALL INTERIOR PARTITIONS ARE TYPE M43 UNLESS NOTED OTHERWISE. REFER TO G201 FOR PARTITION TYPES. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD AT NEW WALLS, FACE OF STUD TO FACE OF EXTERIOR WALLS, AND FACE OF STUD TO FINISH FACE OF EXISTING WALLS WHERE SHOWN. ASSUME 5" NOMINAL WIDTHS OF STUD WALLS UNLESS OTHER WISE NOTED. LOCATE DOORS 4" FROM HINGE SIDE TYPICALLY, UNLESS OTHERWISE SHOWN. AT LATCH SIDE OF DOOR PROVIDE A MINIMUM OF 18" CLEAR SPACE ON PULL SIDE OF DOOR AND 12" ON THE PUSH SIDE. REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. GENERAL DIMENSION NOTES NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A131 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP 3RD FLOOR DIMENSION PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A131 3RD FLOOR DIMENSION PLAN B1 No. Description Date A201 D1 A201 B1 A202 D1 A202 B1 D1 A302 D1 A302 B1 A301 B1 A301 1 2 3 4 5 6 7 8 A E C D B 3.1 6.1 D.2 1.1 A.1 8.1 D.1 A.2 B.1 FRAUD INVESTIG. 3224 CONFERENCE 3307 SERVER CENTER 3401 ACCT PAYABLE 3507 DISTRICT MGR 3223 MANAGEMENT EVAL 3222 ADMINISTRATOR 3221 DIRECTOR PR 3219 DIRECTOR TANF 3218 TRAINING OFFICER 3217 EMPLOYMENT TRAINING OFFICER 3226 EMPLOYMENT TRAINING OFFICER 3212 PREP STOR 3214A (2) PREP 3214 (2) QC SUPER & REV. 3213 PI DIRECTOR 3211 QC REVIEWER 3209 PI ANALYST 3207 MAP DIRECTOR 3206 ASST. DIRECTOR 3205 PE SPEC. 3203 FRAUD INVESTIG. 3201 PE SPEC. 3202 MAP RECORDS 3229 FRAUD RECORDS 3228 EMPLOYMENT TRAINING OFFICER 3227 PE SPEC 3208 PE SPEC. 3204 DFA RECORDS 3220 JOBS LAB 3021 FRAUD INVESTIG. 3225 ADMIN ASST 3216F FRONT END INVESTIG. 3216D IT MANAGER 3210A WAITING 3022 QC ADMIN ASST 3215A OFFICE MANAGER 3215B QC REVIEWER 3216B EXEC ASST 3210B SWITCH BOARD 3220B DEPUTY COMMISSIONER 3308 GENERALIST 3309 GENERALIST 3305 LABOR RELATIONS 3310 RECORDS 3302 MAP STORAGE 3230 ADMIN ASST 3304B HR ASST 3304A WRKSTN 3301 COPY/PRINT 3303 EXEC. ASST 3304C PREP AREA 3001C TRAINING ROOM 3001 FLEX STATIONS 3002 PUBLIC TOILETS (M) 3005 PUBLIC TOILETS (W) 3006 SHARED BREAKROOM 3010 LACTATION 3009 STAFF TOILETS (M) 3014 STAFF TOILETS (W) 3015 MECHANICAL 3004 CUSTODIAL 3007 ELECTRICAL/ TELECOM 3003 NETWORK MANAGER 3404 SYSTEMS MANAGER 3405 DIRECTOR 3406 SECURE STORAGE 3017 ADMIN ASST 3403A SYSTEMS ANALYST 3403D ANALYST 3403C HELP DESK 3402A HELP DESK 3402B NETWORK ANALYST 3402C SUPPLIES 3403B COMP SETUP 3403 STX DC OFFICE 3105 CAPITAL PROJECTS 3106 ASST. DC 3104 STORAGE 3103 ADMIN ASST 3102 DEPUTY COMMISIONER 3101 CPO 3703 ASSET DIRECTOR 3702 ASSET STORAGE 3704 INVENTORY CLERK 3701E MESSENGER 3701D PROCUREMENT 3701B PROCUREMENT 3701A PROCUREMENT 3701C CONTRACT ADMIN 3606 COMMS 3607 LEGAL COUNSEL 3608 RECEPTION 3502 CONFERENCE 3512 RECORDS 3513 PAYROLL SUPER 3503 DIRECTOR 3510 AUDIT DIRECTOR 3511 DIRECTOR 3509 CFO 3508 SPEC. ASST. 3506 AUDIT DIRECTOR 3505 UTILITY 3016 MAIL ROOM 3604 INTERNAL WORKROOM 3601 EXEC. PM 3610 ADA TOILET 3612 STX AC 3609 INTERNAL BREAKROOM 3611 STT/STJ AC 3613 CONFERENCE 3615 OFFICE ASST. 3618B DIR. COMMUNITY ENGAGE. 3617 COMMISSIONER 3616 FED. FIN. ANALYST 3504G FIN. ANALYST 3504C FILES 3620 FED. GRANT COORD. 3504A PAYROLL CLERK 3501E AP SPECIALIST 3501B COPY/ PRINT 3514 CONTROL AUDIT 3501G RECEPTION 3602 STRATEGIC ANALYST 3614 COMM. ASST. 3618A SUPPLIES 3515 PRIVATE WC 3508A PRIVATE WC 3613A LOBBY 3000 MIS CORRIDOR 3400 CORRIDOR 3000A FISCAL CORRIDOR 3500 HR CORRIDOR 3300 OTC CORRIDOR 3600 DFA/MAP CORRIDOR 3200 OPS CORRIDOR 3700 CORRIDOR 3100 614 A502 D4 A504 C4 A501 B4 B2 A502 SF8 D1 A301 D1 A301 SF8 SF8 SF8 SF8 SF8 B1 A302 B1 A302 A451 D1 IS3 FRONT END INVESTIG. 3216C QC REVIEWER 3216A CORRIDOR 3000 CORRIDOR 3000 PRIVATE WC 3616B FIN. ANALYST 3504B STAIR 1 S31 STAIR 3 S33 STAIR 2 S32 AP SPECIALIST 3501A AP SPECIALIST 3501C AP SPECIALIST 3501D FED. FIN. ANALYST 3504H FED. FIN. ANALYST 3504I FED. FIN. ANALYST 3504D FRONT END INVESTIG. 3216E 3001A 3500B 3500A 3500C 3010A 3606A 3308A 3307A 3305A 3309A 3223A 3224A 3617A 3611A 3616A 3616B 3615A 3613A 3613B 3612A 3221A 3225A 3310A 3211A 3209A 3207A 3206A 3205A 3203A 3201A 3200A 3200B 3021A 3220A 3229A 3208A 3204A 3202A 3222A 3001B 3001C 3017A 3302A 3230A 3404A 3405A 3406A 3401A 3009A 3607A 3608A 3605A 3508A 3505A 3503A 3513A 3510A 3512A 3509A 3511A 3105A 3400B 3400A 3300A 3100A 3100B 3700A 3600B 3703A 3101A 3106A 3104A 3103A 3704A 3704B 3702A 3002A 3601A 3610A 3016A 3003A 3508B 3609A 3214B 3227A 3226A 3228A 3212A 3004A 3000A S33A S31A S32A 3602A 307 307 PAYROLL CLERK 3501F 307 FED. FIN. ANALYST 3504E FED. FIN. ANALYST 3504F 307 307 307 307 307 307 307 3219A 3218A 3217A 3213A 3001D 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 509 509 509 301 301 512 407 7.1 221 221 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 615 411 W1 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 W1 W1 W1 W1 W1 W1 W1 W1 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF6 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 413 3214A 106 106 413 413 106 106 106 106 D3 D4 D2 608 608 608 608 608 608 608 608 608 IS12 IS13 IS2 IS2 IS2 414 414 413 3506A 3507A IS2 IS2 621 621 621 621 621 621 621 621 OPP. HAND OPP. HAND 510 510 511 WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION 1. 2. 3. 4. 5. PROVIDE CONTINUOUS IN-WALL BLOCKING OR STRAPPING AS REQUIRED FOR ANY CASEWORK, WALL-MOUNTED EQUIPMENT, OR ACCESSORIES INDICATED ON PLAN. REFER TO G006 FOR TYPICAL MOUNTING HEIGHTS. REFER TO SPECIFICATIONS FOR GYPSUM BOARD CONTROL JOINTS; GC SHALL EQUALLY SPACE VERTICAL CONTROL JOINTS ON ALL WALLS THAT EXCEED 25 LINEAR FEET IN LENGTH TO DIVIDE THE WALL INTO EQUALLY SPACED SECTIONS THAT ARE LESS THAN 25 LINEAR FEET IN LENGTH. WHERE CONTROL JOINTS ARE LOCATED OPPOSING WALLS IN ANY GIVEN SPACE, THEY SHALL BE ALIGNED AND SPACED SUCH THAT NO SECTION IS GREATER THAN 25 LINEAR FEET IN LENGTH. GENERAL CONTRACTOR TO ADD FACILITY LABELS OF RATED ASSEMBLIES, VALVE LOCATIONS, ETC. COORDINATE WITH OWNER DURING CONSTRUCTION. REFER TO SHEETS A610 FOR STOREFRONT AND WINDOW ELEVATIONS. CONTRACTOR TO REVIEW SCOPE OF WORK WITH OTHER DISCIPLINES FOR COORDINATION - CONTACT ARCHITECT IF ANY CONDITIONS CONFLICT WITH SCOPE OF WORK OR ARE IN QUESTION. GENERAL REFERENCE NOTES NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A132 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP 3RD FLOOR REFERENCE PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A132 3RD FLOOR REFERENCE PLAN B1 # KEYNOTES - NEW WORK # DESCRIPTION 100 - WALLS AND OPENINGS 106 INTERIOR GLAZED ASSEMBLY WITH HOLLOW METAL FRAME - SEE A611 200 - ROOF & EXTERIOR 221 CONCRETE WALL CAP WITH SLOPED TOP - PROFILE B 300 - INTERIOR CONSTRUCTION & MILLWORK 301 OPERABLE FOLDING PANEL ACOUSTIC WALL PARTITION - WITH DOOR PANEL (MIN STC-50) 307 PLASTIC LAMINATE CABINETRY AND SOLID SURFACE COUNTERTOP - SEE MILLWORK DRAWINGS 400 - FFE 407 STEEL ROOF ACCESS LADDER 411 FLOOR SAFE BY OWNER 413 INTERIOR WORK STATION ACOUSTIC FURNITURE SYSTEM 414 HIGH DENSITY STORAGE SYSTEM - SEE SPECIFICATIONS 500 - VERTICAL CIRCULATION 509 STEEL PAN STAIRS WITH SEALED CONCRETE TREADS 510 ELEVATOR - SEE SPECIFICATIONS - 3500# STRETCHER COMPLIANT (7'-0" X 8'-9") CLEAR REQD GC TO CONFIRM ALL SHAFT DIMENSION REQUIREMENTS AND OTHER CONSTRUCTION REQUIREMENTS WITH MANUFACTURER. PER BASIS OF DESIGN MFR (KONE MONOSPACE 300) 511 ELEVATOR - SEE SPECIFICATIONS - 2500# - (7'-0" X 8'-7") CLEAR REQD GC TO CONFIRM ALL SHAFT DIMENSION REQUIREMENTS AND OTHER CONSTRUCTION REQUIREMENTS WITH MANUFACTURER. PER BASIS OF DESIGN MFR (KONE MONOSPACE 300) 512 RAISED FLOOR TO ACCOMODATE ELEVATOR SHAFT CEILING - SEE STRUCTURAL No. Description Date KEYNOTES - NEW WORK 600 - COORDINATION 608 SLOPE FLOOR TO DRAIN 1/8" / 12" - SEE PLUMBING/CIVIL 614 KEY CARD AND BIOMETRIC READER, REFER TO ELECTRICAL DRAWINGS 615 DRINKING FOUNTAIN - SEE PLUMBING 621 PIPE/ DUCT CHASE - SEE MEP 800 - FINISHES 812 OPERABLE INTERIOR WINDOW SHADE 813 SOLID SURFACE WINDOW SILL 1 2 3 4 5 6 7 8 A E C D B 3.1 6.1 D.2 1.1 A.1 8.1 D.1 A.2 B.1 SERVER CENTER 3401 MANAGEMENT EVAL 3222 (2) PREP 3214 MAP RECORDS 3229 FRAUD RECORDS 3228 ADMIN ASST 3216F MECHANICAL 3004 ELECTRICAL/ TELECOM 3003 STORAGE 3103 ASSET STORAGE 3704 CONTRACT ADMIN 3606 COMMS 3607 RECORDS 3513 UTILITY 3016 ADA TOILET 3612 PAYROLL CLERK 3501E FRAUD INVESTIG. 3224 CONFERENCE 3307 SERVER CENTER 3401 ACCT PAYABLE 3507 DISTRICT MGR 3223 ADMINISTRATOR 3221 DIRECTOR PR 3219 DIRECTOR TANF 3218 TRAINING OFFICER 3217 EMPLOYMENT TRAINING OFFICER 3226 EMPLOYMENT TRAINING OFFICER 3212 PREP STOR 3214A (2) PREP 3214 (2) QC SUPER & REV. 3213 PI DIRECTOR 3211 QC REVIEWER 3209 PI ANALYST 3207 MAP DIRECTOR 3206 ASST. DIRECTOR 3205 PE SPEC. 3203 FRAUD INVESTIG. 3201 PE SPEC. 3202 MAP RECORDS 3229 FRAUD RECORDS 3228 EMPLOYMENT TRAINING OFFICER 3227 PE SPEC 3208 PE SPEC. 3204 DFA RECORDS 3220 JOBS LAB 3021 FRAUD INVESTIG. 3225 FRONT END INVESTIG. 3216D IT MANAGER 3210A WAITING 3022 QC ADMIN ASST 3215A OFFICE MANAGER 3215B QC REVIEWER 3216B EXEC ASST 3210B SWITCH BOARD 3220B DEPUTY COMMISSIONER 3308 GENERALIST 3309 GENERALIST 3305 LABOR RELATIONS 3310 RECORDS 3302 MAP STORAGE 3230 ADMIN ASST 3304B HR ASST 3304A WRKSTN 3301 COPY/PRINT 3303 EXEC. ASST 3304C PREP AREA 3001C TRAINING ROOM 3001 FLEX STATIONS 3002 PUBLIC TOILETS (M) 3005 PUBLIC TOILETS (W) 3006 SHARED BREAKROOM 3010 LACTATION 3009 STAFF TOILETS (M) 3014 STAFF TOILETS (W) 3015 MECHANICAL 3004 CUSTODIAL 3007 ELECTRICAL/ TELECOM 3003 NETWORK MANAGER 3404 SYSTEMS MANAGER 3405 DIRECTOR 3406 SECURE STORAGE 3017 ADMIN ASST 3403A SYSTEMS ANALYST 3403D ANALYST 3403C HELP DESK 3402A HELP DESK 3402B NETWORK ANALYST 3402C SUPPLIES 3403B COMP SETUP 3403 STX DC OFFICE 3105 CAPITAL PROJECTS 3106 ASST. DC 3104 STORAGE 3103 ADMIN ASST 3102 DEPUTY COMMISIONER 3101 CPO 3703 ASSET DIRECTOR 3702 ASSET STORAGE 3704 INVENTORY CLERK 3701E MESSENGER 3701D PROCUREMENT 3701B PROCUREMENT 3701A PROCUREMENT 3701C LEGAL COUNSEL 3608 RECEPTION 3502 CONFERENCE 3512 PAYROLL SUPER 3503 DIRECTOR 3510 AUDIT DIRECTOR 3511 DIRECTOR 3509 CFO 3508 SPEC. ASST. 3506 AUDIT DIRECTOR 3505 UTILITY 3016 INTERNAL WORKROOM 3601 EXEC. PM 3610 STX AC 3609 INTERNAL BREAKROOM 3611 STT/STJ AC 3613 CONFERENCE 3615 OFFICE ASST. 3618B DIR. COMMUNITY ENGAGE. 3617 COMMISSIONER 3616 FED. FIN. ANALYST 3504G FIN. ANALYST 3504C FILES 3620 FED. GRANT COORD. 3504A AP SPECIALIST 3501B COPY/ PRINT 3514 CONTROL AUDIT 3501G RECEPTION 3602 STRATEGIC ANALYST 3614 COMM. ASST. 3618A SUPPLIES 3515 PRIVATE WC 3616B PRIVATE WC 3508A PRIVATE WC 3613A LOBBY 3000 MIS CORRIDOR 3400 CORRIDOR 3000A FISCAL CORRIDOR 3500 HR CORRIDOR 3300 OTC CORRIDOR 3600 DFA/MAP CORRIDOR 3200 OPS CORRIDOR 3700 CORRIDOR 3100 FRONT END INVESTIG. 3216C FRONT END INVESTIG. 3216E QC REVIEWER 3216A WAITING AREA 3619 OO1 FED. FIN. ANALYST 3504I FED. FIN. ANALYST 3504D FED. FIN. ANALYST 3504H FIN. ANALYST 3504B PAYROLL CLERK 3501F AP SPECIALIST 3501D AP SPECIALIST 3501C AP SPECIALIST 3501A FED. FIN. ANALYST 3504F FED. FIN. ANALYST 3504E F51 F51 F51 F51 F51 F51 F51 F50 F52 F52 F52 F52 F52 F52 F2 F10 F2 F10 F21 F2 F10 F2 F8 F8 F21 F21 F2 F2 F55 F2 F10 F2 F10 F3 F3 F2 F10 F3 F3 F2 F10 F2 F10 F2 F2 F7 F2 F7 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F50 F21 F21 F21 F2 F2 F2 F10 F2 F9 F9 F21 F21 F21 F21 F21 F21 F21 F21 F21 F21 F21 F21 F9 F21 F21 F5 F23 F5 F2 F2 F2 F21 F21 F21 F21 F5 F39 F39 F21 F21 F21 F2 F21 F23 F36 F23 F22 F36 F36 F21 F2 F10 F21 F21 F36 F21 F21 F21 F2 F8 F8 F2 F10 F21 F21 F2 F10 F21 F2 F2 F10 F21 F21 F10 F2 F21 F10 F2 F10 F2 F21 F21 F45 F45 F2 F9 F21 F21 F21 F36 F10 F21 F21 F21 F10 F51 F20 F51 F21 F21 F21 F36 F10 F21 F2 F10 F21 F21 F21 F21 F36 F51 F3 F3 F3 F3 F3 F3 F3 F3 F7 F2 F1 F1 F3 F3 OO25 OO22 OO3 OO2 OO1 OO9 CC32 CC32 OO22 OO6 (U.C.) CORRIDOR 3000 CORRIDOR 3000 F21 F21 F11 OC11 OC11 OC11 OC12 OO6 OO1 OO4 MAIL ROOM 3604 7.1 CC20 (U.C.) OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 OO20 F21 F21 F1 F1 F1 F1 F1 F1 F35 F1 F1 F1 F1 F1 F1 F35 F1 F1 F1 F1 F1 F1 F35 F1 F1 F1 F1 F1 F1 F35 F1 F1 F1 F1 F1 F1 F35 F1 F1 F1 F1 F1 F1 F35 F1 F1 F1 F1 F1 F1 F35 F1 F1 F1 F1 F1 F1 F35 F1 F1 F1 F1 F1 F1 F35 F1 F1 F1 F1 F1 F1 F35 F1 F1 F1 F1 F1 F1 F35 F1 F1 F1 F1 F1 F1 F35 F1 F1 F1 F1 F1 F1 F35 F1 F1 F1 F1 F1 F1 F35 F1 F1 F1 F1 F1 F1 F35 F1 F1 F1 F1 F33 F1 F1 F1 F1 F33 F1 F1 F1 F1 F33 F1 F1 F1 F1 F33 F1 F1 F1 F1 F33 F1 F1 F1 F1 F33 F1 F1 F1 F1 F33 F1 F1 F1 F1 F33 F1 F1 F1 F1 F33 F1 F1 F1 F1 F33 F1 F1 F1 F1 F33 F1 F1 F1 F1 F33 F1 F1 F1 F1 F33 F1 F1 F1 F1 F33 F2 F2 F2 F2 F2 F2 F2 F2 F30 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F30 OO32 OC12 OO21 OO21 OO21 OO21 OO21 OO21 OO21 ELEV. 03 E33 STAIR 2 S32 ELEV. 32 E32 CC10 CC11 F12 OO20 OO21 F12 OO20 OO21 OO21 OO21 OO21 OO32 OO32 OO32 OO21 OO21 OO21 OO21 OO21 F2 F2 OO21 OO21 CC39 CC32 CC30 CC34 CC41 CC34 OO32 OO32 OO32 OO21 OO21 OO21 OO21 OO21 OO21 CC39 CC41 CC30 CC32 OO21 CC39 CC41 CC32 CC30 OO23 CC20 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 OO21 F11 OO21 F51 F51 F2 F2 OO20 OO20 OO21 OO21 CC31 CC31 CC31 CC34 CC34 CC34 CC34 CC31 CC34 CC34 CC39 CC39 CC30 CC30 CC30 CC30 CC32 CC32 CC34 CC34 CC39 CC39 CC30 CC30 CC30 CC30 CC32 CC32 CC41 CC41 CC41 CC41 CC41 CC41 CC41 CC39 CC30 CC32 OO21 OO21 OO21 F2 F51 OO20 OO21 F2 F51 OO20 OO21 F2 F51 OO20 OO21 F2 F51 OO20 OO21 F2 F51 OO20 OO21 F2 F51 OO20 OO21 F2 F51 OO20 OO21 F2 F51 OO20 OO21 OC11 CC40 CC39 CC30 CC32 OO21 F2 OO20 OO21 F10 F2 OO20 OO21 F2 F10 OO20 OO21 F2 F51 OO20 OO21 F2 F51 OO20 OO21 F2 F51 OO20 OO21 F2 OO20 OO21 F2 OO20 OO21 F2 OO20 OO21 F3 F3 F3 F3 F43 OO20 OO20 F46 OO20 F43 OO20 OO20 F46 OO20 F3 F3 F3 F43 OO20 OO20 F46 OO20 F3 F3 F43 OO20 OO20 F3 F3 F43 OO20 OO20 F3 F3 F43 OO20 OO20 F2 F52 OO20 OO21 F2 F52 OO20 OO21 F2 OO20 OO21 F2 F10 OO20 OO21 F21 F2 F10 OO20 OO21 OO21 F32 F2 F10 OO20 OO21 F2 F10 OO20 OO21 F2 F10 OO20 OO21 F2 OO20 OO21 F10 F2 OO20 OO21 F10 F2 OO20 OO21 F2 OO20 OO21 F55 F2 OO20 OO21 F2 OO20 OO21 F55 F2 OO20 OO21 F55 F2 OO20 OO21 F2 OO20 OO21 F2 F10 OO20 OO21 F2 F10 OO20 OO21 F2 F10 OO20 OO21 F21 F21 F21 F51 F2 OO20 OO21 F51 F2 OO20 OO21 F51 F2 OO20 OO21 OO21 OO21 OO20 F21 F2 F10 OO20 OO21 F21 F2 F10 OO20 OO21 F2 F10 OO20 OO21 F2 OO20 OO21 F2 OO20 OO21 F2 F10 OO20 OO21 F2 F10 OO20 OO21 F21 F21 F21 F2 OO20 OO21 F9 F2 OO20 OO21 F2 F10 OO20 OO21 F2 F10 OO20 OO21 F2 F10 OO20 OO21 F2 OO20 OO21 F52 F2 OO20 OO21 F52 F2 F10 OO20 OO21 F2 F10 OO20 OO21 F2 F10 OO20 OO21 WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION 1. 2. 3. 4. 5. 6. 7. 8. REFER TO G005 AND G006 FOR ACCESSIBILITY DETAILS AND TYPICAL MOUNTING HEIGHTS. CONTRACTOR TO PROVIDE CONTINUOUS IN-WALL BLOCKING FOR CABINETS, EQUIPMENT, TOILET ACCESSORIES OR WHERE REQUIRED OTHERWISE. PRIOR TO EQUIPMENT INSTALLATION, CONTRACTOR TO COORDINATE AN EQUIPMENT MEETING WITH OWNER/ARCHITECT TO FINALIZE ELECTRICAL ROUGH-IN WORK AND MOUNTING REQUIREMENTS. CONTRACTOR TO COORDINATE WITH VENDOR EQUIPMENT INSTALLATION. PROVIDE REQUIRED MEP SUPPORT NEEDED FOR ALL VENDOR EQUIPMENT. CONTRACTOR TO VERIFY REQUIREMENTS OF ALL EQUIPMENT, INCLUDING VENDOR INSTALL EQUIPMENT PRIOR TO INSTALLATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OR ADDITIONAL REQUIREMENTS NOT PROVIDED. ALL FURNITURE IS OWNER PROVIDED & OWNER INSTALLED, UNLESS OTHERWISE NOTED. REFER TO MEP DRAWINGS IN CONJUNCTION WITH THIS SHEET. WHERE CONFLICTS ARISE, NOTIFY ARCHITECT. REFER TO VENDOR DRAWINGS FOR EQUIPMENT INFORMATION. FINAL LAYOUT DETERMINED BY SYSTEM INTEGRATOR. GENERAL NOTES - FF&E NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A133 04/06/2026 JT CK 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP 3RD FLOOR FF&E PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A133 3RD FLOOR FF&E B1 FURNITURE SCHEDULE MARK DESCRIPTION OWNER PROVIDED / OWNER INSTALLED F1 SIDE CHAIR F2 TASK CHAIR WITH CASTERS F3 CHAIR, STACKABLE, WITHOUT ARMS F5 CREDENZA 60" x 18" F7 DESK - 60" X 30" F8 DESK 84" x 36" F9 DESK - L SHAPE 5' X 5' F10 DESK - L SHAPE 5' X 6' F11 DESK - L SHAPE 6' X 4' F12 DESK - L SHAPE 6' X 6' F20 ROCKER CHAIR F21 LOUNGE CHAIR F22 SOFA 54" F23 SOFA 72" F30 CONFERENCE TABLE 96" X 48" F32 CONFERENCE TABLE 144" X 48" F33 TABLE ROUND (36"DIA) F35 TABLE ROUND (60" DIA) F36 SIDE TABLE 20" X 20" F39 SIDE TABLE 36" x 24" F43 TABLE 60" X 30" F45 TABLE 72" x 30" F46 TABLE 30" X 30" EQUIPMENT SCHEDULE MARK DESCRIPTION CONTRACTOR PROVIDED / CONTRACTOR INSTALLED CC10 ELEVATOR - 2500# CC11 ELEVATOR - 3500# STRETCHER COMPLIANT CC12 ELEVATOR (DOH) CC20 SLIDING TRACK SHELVING HIGH DENSITY STORAGE SYSTEM CC30 MIRROR CC31 RECESSED BABY CHANGING STATION CC32 RECESSED PAPER TOWEL DISPENSER WITH WASTE RECEPTACLE CC34 GRAB BARS ADA REQUIRED CC39 SOAP DISPENSER - SURFACE MTD. CC40 HAND SANITIZER DISPENSER - SURFACE MTD. CC41 SURFACE MOUNTED TOILET PAPER DISPENSER - SURFACE MTD. OWNER PROVIDED / CONTRACTOR INSTALLED OC11 55" LCD FLATSCREEN TV OC12 96" LCD FLATSCREEN TV OWNER PROVIDED / OWNER INSTALLED OO1 MICROWAVE OO2 36" REFRIGERATOR OO3 36" FREEZER OO4 36" FRENCH DOOR REFRIGERATOR OO6 REFRIGERATOR - UNDER COUNTER OO9 COFFEE MAKER SYSTEM OO20 COMPUTER W/ KEYBOARD AND MOUSE OO21 DESK PHONE FURNITURE SCHEDULE MARK DESCRIPTION F50 CUBICLE WORK STATION 71" X 106" F51 CUBICLE WORK STATION 78" x 96" F52 CUBICLE WORK STATION 88" X 90" F55 CUBICLE WORK STATION 91" x 96" No. Description Date EQUIPMENT SCHEDULE MARK DESCRIPTION OO22 XEROX COPIER OO23 XEROX MULTIFUNCTION OO25 FLOOR SAFE OO32 42" LATERAL FILING CABINET G.C G.B G.A G.E G.1 G.2 G.3 G.4 G.5 G.6 A202 B1 D1 A302 B1 A303 A G.D A203 C1 A203 B1 LINE OF SLAB ABOVE 12' - 0" 36' - 0" 30' - 0" 36' - 0" 13' - 0" 26' - 8" 001 001 COMPACT COMPACT COMPACT COMPACT A004 B2 D1 A303 COMPACT COMPACT COMPACT 127' - 0" VAN 46' - 0" 46' - 0" 36' - 0" 38' - 0" 36' - 0" 42' - 4" 18' - 0" 1' - 8" 18' - 0" 24' - 6" 18' - 0" 1' - 4" 2' - 1 1/2" 9' - 0" 9' - 0" 9' - 0" 3' - 0" 9' - 0" 9' - 0" 9' - 0" 3' - 0" 9' - 0" 9' - 0" 9' - 0" 7' - 0 1/2" 9' - 0" 2' - 4" 8' - 6" 8' - 6" 8' - 6" 9' - 0" 9' - 0" 3' - 0" 9' - 0" 6' - 3 1/2" 9' - 0" 9' - 0" 2' - 2" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 2' - 6" 9' - 0" 9' - 0" 9' - 0" 6' - 10 1/2" 7" 18' - 0" 24' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 6' - 3" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 2' - 8" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 24' - 0" 3' - 6" 18' - 7" 35' - 5" 16' - 3" 12' - 4" 9' - 0" 2' - 9" 11' - 0" 5' - 0" 9' - 0" 9' - 0" 2' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 2' - 0" 9' - 0" 9' - 0" 4' - 11" 10' - 6" B1 A302 A010 B3 A011 A4 D1 A304 022 022 9 12 12 10 16 NO PARKING COMPACT COMPACT COMPACT COMPACT AUTHORIZED ACCESS ONLY 6' - 6" 22' - 0" 5' - 0" 2' - 6" 12' - 11" 1' - 8" 12' - 11" 2' - 6" 12' - 11" 1' - 8" 13' - 2" 9' - 0" 12' - 9" WRONG WAY 012 020 0000A CHILLER ENCLOSURE 0000A G102 B1 1' - 0" 5' - 0" 1' - 0" 35' - 6" 2' - 6" 34' - 3" 2' - 6" 2' - 6" 10' - 7" 2' - 6" 29' - 6" 2' - 0" 15' - 3" 2' - 6" 43' - 6" 270 222 021 021 021 504 201 201 017 017 505 505 104 104 517 030 030 030 030 608 608 7.1 SF11 042 042 042 042 042 042 042 042 042 042 042 039 041 039 041 040 038 038 634 036 284 WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION 1. 2. 3. 4. 5. PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF DISCREPANCIES GREATER THAN 2" PRIOR TO FRAMING WALLS. ALL INTERIOR PARTITIONS ARE TYPE M43 UNLESS NOTED OTHERWISE. REFER TO G201 FOR PARTITION TYPES. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD AT NEW WALLS, FACE OF STUD TO FACE OF EXTERIOR WALLS, AND FACE OF STUD TO FINISH FACE OF EXISTING WALLS WHERE SHOWN. ASSUME 5" NOMINAL WIDTHS OF STUD WALLS UNLESS OTHER WISE NOTED. LOCATE DOORS 4" FROM HINGE SIDE TYPICALLY, UNLESS OTHERWISE SHOWN. AT LATCH SIDE OF DOOR PROVIDE A MINIMUM OF 18" CLEAR SPACE ON PULL SIDE OF DOOR AND 12" ON THE PUSH SIDE. REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. GENERAL DIMENSION NOTES 1. 2. 3. 4. 5. PROVIDE CONTINUOUS IN-WALL BLOCKING OR STRAPPING AS REQUIRED FOR ANY CASEWORK, WALL-MOUNTED EQUIPMENT, OR ACCESSORIES INDICATED ON PLAN. REFER TO G006 FOR TYPICAL MOUNTING HEIGHTS. REFER TO SPECIFICATIONS FOR GYPSUM BOARD CONTROL JOINTS; GC SHALL EQUALLY SPACE VERTICAL CONTROL JOINTS ON ALL WALLS THAT EXCEED 25 LINEAR FEET IN LENGTH TO DIVIDE THE WALL INTO EQUALLY SPACED SECTIONS THAT ARE LESS THAN 25 LINEAR FEET IN LENGTH. WHERE CONTROL JOINTS ARE LOCATED OPPOSING WALLS IN ANY GIVEN SPACE, THEY SHALL BE ALIGNED AND SPACED SUCH THAT NO SECTION IS GREATER THAN 25 LINEAR FEET IN LENGTH. GENERAL CONTRACTOR TO ADD FACILITY LABELS OF RATED ASSEMBLIES, VALVE LOCATIONS, ETC. COORDINATE WITH OWNER DURING CONSTRUCTION. REFER TO SHEETS A610 FOR STOREFRONT AND WINDOW ELEVATIONS. CONTRACTOR TO REVIEW SCOPE OF WORK WITH OTHER DISCIPLINES FOR COORDINATION - CONTACT ARCHITECT IF ANY CONDITIONS CONFLICT WITH SCOPE OF WORK OR ARE IN QUESTION. GENERAL REFERENCE NOTES NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A141 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP LOWER FLOOR PARKING DECK PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A141 LOWER FLOOR PARKING DECK PLAN B1 # No. Description Date KEYNOTES - NEW WORK # DESCRIPTION 000 - SITE 001 BELOW GRADE 012 MOTORIZED VEHICLE ACCESS GATE - SEE CIVIL 017 CONCRETE PLANTER WITH BENCH SEAT - SEE CIVIL/PLUMBING FOR DRAINS 020 BOLLARD WITH LIGHTING 021 ADA CURB RAMP - SEE CIVIL 022 CONCRETE WALKWAY - WHERE WALKWAY ABUTS EXTERIOR WALL IT MUST SLOPE AWAY FROM THE BUILDING AT NO MORE THAN 2% 030 LIGHT POLE – SEE CIVIL / ELECTRICAL 036 NEW TRANSFORMER ON CONCRETE PAD 038 PARKING STRIPING 039 HANDICAP PARKING SPACE 040 HANDICAP VAN PARKING SPACE 041 HANDICAP LOADING ZONE 042 COMPACT PARKING SPACE 100 - WALLS AND OPENINGS 104 CIP STRUCTURAL WALL SEE STRUCTURAL DRAWINGS 200 - ROOF & EXTERIOR 201 OUTLINE OF STRUCTURE ABOVE 222 CAST STONE PORTAL SURROUND - PROFILE C 270 OPEN METAL GRATE FLOORING OVER GRADE 284 GALVANIZED STEEL OPEN GRATE CAP OVER CHILLER ENCLOSURE KEYNOTES - NEW WORK 500 - VERTICAL CIRCULATION 504 ANODIZED ALUMINUM CANE RAIL 505 CAST IN PLACE EXTERIOR SEALED CONCRETE STAIR WITH ANODIZED ALUMINUM RAILINGS - SEE STRUCTURAL 517 GALVANIZED STEEL ACCESS STAIR WITH RAILING 600 - COORDINATION 608 SLOPE FLOOR TO DRAIN 1/8" / 12" - SEE PLUMBING/CIVIL 634 STORM WATER RETENTION SYSTEM - SEE CIVIL G.C G.B G.A G.E G.1 G.2 G.3 G.4 G.5 G.6 A202 B1 D1 A302 B1 A303 4 5 6 7 A G.D 3.1 6.1 11 A203 E1 A203 C1 A203 B1 46'-0" 46'-0" 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/8" / 12" 1/8" / 12" D1 A303 A004 B2 12'-0" 36'-0" 30'-0" 36'-0" 13'-0" GENERATOR G1A A004 B4 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 6'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0 1/4" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 127'-0" 46'-0" 46'-0" 36'-0" 38'-0" 36'-0" 202'-0" 24'-9" 24'-0" 24'-10" B1 A302 A011 B4 D1 A304 030 030 030 030 030 263 209 209 016 209 016 263 263 263 263 263 263 263 263 263 263 263 030 030 020 017 017 017 017 017 030 030 030 030 G102 B1 1/8" / 12" 1/8" / 12" GENERATOR ENCLOSURE G1 270 020 020 505 505 223 222 021 021 104 7.1 SF10 028 038 039 041 039 039 041 043 043 044 NO PARKING NO PARKING 269 508 222 SF9 284 WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION 1. 2. 3. 4. 5. PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF DISCREPANCIES GREATER THAN 2" PRIOR TO FRAMING WALLS. ALL INTERIOR PARTITIONS ARE TYPE M43 UNLESS NOTED OTHERWISE. REFER TO G201 FOR PARTITION TYPES. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD AT NEW WALLS, FACE OF STUD TO FACE OF EXTERIOR WALLS, AND FACE OF STUD TO FINISH FACE OF EXISTING WALLS WHERE SHOWN. ASSUME 5" NOMINAL WIDTHS OF STUD WALLS UNLESS OTHER WISE NOTED. LOCATE DOORS 4" FROM HINGE SIDE TYPICALLY, UNLESS OTHERWISE SHOWN. AT LATCH SIDE OF DOOR PROVIDE A MINIMUM OF 18" CLEAR SPACE ON PULL SIDE OF DOOR AND 12" ON THE PUSH SIDE. REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. GENERAL DIMENSION NOTES 1. 2. 3. 4. 5. PROVIDE CONTINUOUS IN-WALL BLOCKING OR STRAPPING AS REQUIRED FOR ANY CASEWORK, WALL-MOUNTED EQUIPMENT, OR ACCESSORIES INDICATED ON PLAN. REFER TO G006 FOR TYPICAL MOUNTING HEIGHTS. REFER TO SPECIFICATIONS FOR GYPSUM BOARD CONTROL JOINTS; GC SHALL EQUALLY SPACE VERTICAL CONTROL JOINTS ON ALL WALLS THAT EXCEED 25 LINEAR FEET IN LENGTH TO DIVIDE THE WALL INTO EQUALLY SPACED SECTIONS THAT ARE LESS THAN 25 LINEAR FEET IN LENGTH. WHERE CONTROL JOINTS ARE LOCATED OPPOSING WALLS IN ANY GIVEN SPACE, THEY SHALL BE ALIGNED AND SPACED SUCH THAT NO SECTION IS GREATER THAN 25 LINEAR FEET IN LENGTH. GENERAL CONTRACTOR TO ADD FACILITY LABELS OF RATED ASSEMBLIES, VALVE LOCATIONS, ETC. COORDINATE WITH OWNER DURING CONSTRUCTION. REFER TO SHEETS A610 FOR STOREFRONT AND WINDOW ELEVATIONS. CONTRACTOR TO REVIEW SCOPE OF WORK WITH OTHER DISCIPLINES FOR COORDINATION - CONTACT ARCHITECT IF ANY CONDITIONS CONFLICT WITH SCOPE OF WORK OR ARE IN QUESTION. GENERAL REFERENCE NOTES NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A151 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP MAIN FLOOR PARKING DECK PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A151 MAIN FLOOR PARKING DECK PLAN B1 # No. Description Date KEYNOTES - NEW WORK # DESCRIPTION 000 - SITE 016 TRENCH DRAIN - REFER TO CIVIL/ PLUMBING 017 CONCRETE PLANTER WITH BENCH SEAT - SEE CIVIL/PLUMBING FOR DRAINS 020 BOLLARD WITH LIGHTING 021 ADA CURB RAMP - SEE CIVIL 028 CONCRETE WHEEL STOP 030 LIGHT POLE – SEE CIVIL / ELECTRICAL 038 PARKING STRIPING 039 HANDICAP PARKING SPACE 041 HANDICAP LOADING ZONE 043 HANDICAP PARKING SIGN 044 PASSENGER LOADING ZONE 100 - WALLS AND OPENINGS 104 CIP STRUCTURAL WALL SEE STRUCTURAL DRAWINGS 200 - ROOF & EXTERIOR 209 BUILDING EXPANSION JOINT AND EXPANSION JOINT COVER - SEE STRUCTURAL DRAWINGS 222 CAST STONE PORTAL SURROUND - PROFILE C 223 CAST STONE PORTAL SURROUND - PROFILE D 263 ROOF DRAIN WALL SCUPPER WITH COLLECTORHEAD, HEAVY GUAGE ALUMINUM DOWNSPOUT - CONNECT TO UNDERGROUND PIPING - SEE CIVIL 269 LIGHT WELL AND EXTERIOR STAIR - SLAB OPENING TO LEVEL BELOW 270 OPEN METAL GRATE FLOORING OVER GRADE 284 GALVANIZED STEEL OPEN GRATE CAP OVER CHILLER ENCLOSURE KEYNOTES - NEW WORK 500 - VERTICAL CIRCULATION 505 CAST IN PLACE EXTERIOR SEALED CONCRETE STAIR WITH ANODIZED ALUMINUM RAILINGS - SEE STRUCTURAL 508 ANODIZED ALUMINUM GUARDRAIL 1. 2. 3. 4. CONTRACTOR MUST NOTIFY ARCHITECT OF ANY UNFORESEEN CONDITIONS PRIOR TO PROCEEDING WITH WORK. SEE MEP DRAWINGS FOR NEW ROOFTOP EQUIPMENT. SEE SHEET A503 & A504 FOR ROOF DETAILS. SEE STRUCTURAL DRAWINGS FOR SUPPORT OF ALL NEW ROOF CURBS. GENERAL ROOF NOTES A201 D1 A201 B1 A202 D1 A202 B1 D1 A302 D1 A302 B1 A301 B1 A301 1 2 3 4 5 6 7 8 A E C D B 3.1 6.1 D.2 1.1 A.1 8.1 D.1 A.2 B.1 1/2" / 12" 1/2" / 12" 1/2" / 12" 1/2" / 12" 1/2" / 12" 1/2" / 12" 1/2" / 12" 1/2" / 12" 1/2" / 12" 1/2" / 12" D1 A301 D1 A301 B1 A302 B1 A302 D1 A304 D1 A304 606 204 255 204 204 204 204 204 204 204 204 204 204 204 204 204 204 606 606 606 606 606 606 606 606 606 606 606 606 606 606 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 7.1 606 278 ROOF RIDGE 211 211 211 130 130 130 130 130 207 236 236 236 236 214 214 214 214 214 214 214 214 214 214 214 214 214 214 214 214 214 214 214 216 214 214 606 215 242 242 242 242 242 242 242 242 NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A190 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP ROOF PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A190 ROOF PLAN B1 # No. Description Date KEYNOTES - NEW WORK # DESCRIPTION 100 - WALLS AND OPENINGS 130 PARAPET; WRAP ROOF MEMBRANE AS DETAILED 200 - ROOF & EXTERIOR 204 ALUMINUM THRU-WALL OVERFLOW SCUPPER 207 HIGH ROOF ABOVE TRAINING ROOM; REFER TO STRUCTURAL 211 REINFORCED LIQUID-APPLIED MEMBRANE ROOFING - TURN UP BACKSIDE OF PARAPET (TYP) 214 SLOPE CONCRETE SLAB TO CREATE SLOPE FOR ROOF DRAINAGE CRICKET. COORDINATE 1/2"/FT. MIN. SLOPE TO ROOF SCUPPERS, (TYP) 215 SLOPE CONCRETE SLAB TO CREATE SLOPE FOR CRICKET, (SLOPED 1/4"/FT.) 216 ROOF-MOUNTED MECHANICAL DOG HOUSE AT EXHAUST FAN 236 METAL COPING PARAPET CAP FLASHING 242 PARAPET FLASHING 255 INSULATED ROOF HATCH ON CURB 278 CANOPY ROOF - SINGLE-PLY ROOFING SYSTEM OVER CONCRETE ROOF SLAB - SLOPED TO DRAIN AT 1/4" / 12" 600 - COORDINATION 606 INTERNAL ROOF DRAIN ASSEMBLY, PIPED VERTICALLY DOWN TO LOWER LEVEL AT NEAREST INTERIOR COLUMN LINE, AND PIPED LATERALLY OVERHEAD TO CISTERN 1. 2. REFER TO ENLARGED ELEVATIONS FOR ADDITIONAL DIMENSIONS. ALL EXTERIOR GLAZING TO MEET PROJECT REQUIREMENTS FOR IMPACT AND WIND RESISTANCE. SEE SPECIFICATIONS. GENERAL ELEVATION NOTES MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" 3RD FLOOR 91' - 2" ROOF 104' - 6" B1 A301 A E C D B D.2 A.1 D.1 A.2 B.1 202 202 605 W1 W1 W1 W1 W1 102 224 605 B2 A502 605 605 605 605 605 605 605 232 233 102 ST-1 220 231 240 222 102 ST-1 ST-2 102 ST-1 227 233 220 231 507 605 220 ST-2 ST-2 ST-2 ST-2 ST-2 ST-1 ST-1 ST-1 ST-2 AL-3 STN-1 STN-1 AL-1 SF8 SF8 SF7 SF7 020 102 ST-3 D1 A301 102 225 ST-2 ST-1 D1 A304 226 ST-2 273 508 017 1206A SF7 W1 236 125 AL-3 STN-2 STN-2 EP-2 ST-1 AL-3 SF3 SF4 SF6 SF6 SF6 SF6 SF6 SF6 SF6 MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" 3RD FLOOR 91' - 2" ROOF 104' - 6" D1 A302 1 2 3 4 5 6 7 8 3.1 6.1 1.1 8.1 SF7 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W2 W2 W5 W4 W3 W5 W5 W2 W2 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 SF7 SF7 SF7 SF7 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 605 231 202 102 ST-1 220 102 ST-1 222 ST-2 804 226 ST-2 220 102 232 ST-1 102 ST-3 224 102 ST-1 ST-2 225 ST-2 204 AL-3 STN-1 014 102 231 202 220 102 220 232 224 102 605 226 ST-1 ST-2 ST-3 STN-1 102 ST-1 225 ST-1 ST-2 ST-2 222 ST-2 229 B1 A302 S03A 102 ST-1 227 ST-2 227 ST-2 508 506 605 220 220 111 111 111 126 260 030 501 7.1 0" SF7 236 EP-2 ST-2 125 AL-3 ST-3 ST-2 110 AL-3 ST-2 STN-2 AL-3 EP-5 ST-2 AL-3 AL-3 ST-2 ST-2 ST-2 ST-2 STN-2 ST-1 125 AL-3 125 AL-3 125 AL-3 111 111 111 111 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A201 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP EXTERIOR ELEVATIONS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A201 BUILDING ELEVATION - NORTH D1 1/8" = 1'-0" A201 BUILDING ELEVATION - EAST B1 # FINISH SELECTIONS - EXTERIOR MARK MATERIAL TYPE PRODUCT DESCRIPTION INSTALLATION COMMENTS 100 - WALLS AND OPENINGS AL-1 ANODIZED ALUMINUM - BLACK BLACK AL-3 ANODIZED ALUMINUM - CLEAR CLEAR ANODIZED ALUMINUM STOREFRONT CLADDING EP-2 PAINT COLOR TBD EP-5 VARIES SEE RCP FOR INTERIOR AND EXTERIOR CEILING MATERIALS AND FINISH INFORMATION ST-1 WHITE SYNTHETIC STUCCO PIGMENTED TWO COAT REINFORCED SYNTHETIC STUCCO APPLIED TO CIP WALL STRUCTURE (MASTERWALL OR EQUAL) - WHITE ST-2 GRAY SYNTHETIC STUCCO PIGMENTED TWO COAT REINFORCED SYNTHETIC STUCCO APPLIED TO CIP WALL STRUCTURE (MASTERWALL OR EQUAL) - GRAY ST-3 (3 COLORS - TBD) SYNTHETIC STUCCO PIGMENTED TWO COAT REINFORCED SYNTHETIC STUCCO APPLIED TO CIP WALL STRUCTURE (MASTERWALL OR EQUAL) - MULTICOLOR STN-1 BLUE BIT STONE VENEER STN-2 MASONRY QUIONS No. Description Date KEYNOTES - NEW WORK # DESCRIPTION 000 - SITE 014 CAST IN PLACE CONCRETE BENCH 017 CONCRETE PLANTER WITH BENCH SEAT - SEE CIVIL/PLUMBING FOR DRAINS 020 BOLLARD WITH LIGHTING 030 LIGHT POLE – SEE CIVIL / ELECTRICAL 100 - WALLS AND OPENINGS 102 CAST IN PLACE CONCRETE WALL WITH 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH 110 EXTERIOR ALUMINUM WINDOW SHADING DEVICE 111 ALUMINUM EXTERIOR LOUVER SYSTEM - FACTORY FINISH - SEE MECHANICAL FOR SIZING 125 HVHZ AND IR RATED ALUMINUM STOREFRONT ASSEMBLY, TYPICAL - SEE A610 STOREFRONT ELEVATIONS 126 HOLLOW METAL DOOR AND FRAME AS SCHEDULED 200 - ROOF & EXTERIOR 202 STONE VEENEER BASE TO MATCH HISTORIC BUILDINGS ONSITE 204 ALUMINUM THRU-WALL OVERFLOW SCUPPER 220 CONCRETE WALL CAP WITH SLOPED TOP - PROFILE A 222 CAST STONE PORTAL SURROUND - PROFILE C 224 DECORATIVE CONCRETE CORNICE BAND - PROFILE E 225 DECORATIVE CONCRETE CORNICE BAND - PROFILE F 226 CONCRETE SILL WITH 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH 227 CONCRETE HEADER WITH 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH 229 VERTICAL/ HORIZONTAL SCORE JOINT IN STUCCO FINISH 231 CONCRETE QUIONS 232 CONCRETE 'T' SHAPED PILASTER WITH FORMED ARCHITECTURAL TOP PROFILE KEYNOTES - NEW WORK 233 REINFORCED CONCRETE RECTANGULAR PILASTER 236 METAL COPING PARAPET CAP FLASHING 240 10" ANODIZED ALUMINUM SIGNAGE LETTERS - REFER TO SHEET XX FOR ADDITIONAL INFORMATION 260 MASONRY VENEER SHELF ANGLE, COORD. W/ STRUCT DWGS 273 SLOPE OF ROOF OR PARKING DECK SLAB BEYOND 500 - VERTICAL CIRCULATION 501 CAST IN PLACE CONCRETE RAMP WITH ANODIZED ALUMINUM RAILING TO MEET ADA GUIDELINES WITH 1:12 MAXIMUM SLOPE. 506 ANODIZED ALUMINUM HANDRAIL 507 ANODIZED ALUMINUM EXTERIOR HANDRAIL AND GUARDRAIL 508 ANODIZED ALUMINUM GUARDRAIL 600 - COORDINATION 605 SPECIALTY LIGHT FIXTURES - EXTERIOR WALL SCONCE AS SCHEDULED 800 - FINISHES 804 PAINTED STUCCO 'UNITED IN PRIDE AND HOPE' LETTERING - SEE SPEC MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" 3RD FLOOR 91' - 2" ROOF 104' - 6" B1 A301 A E C D B D.2 A.1 D.1 A.2 B.1 231 202 STN-1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 SF7 W1 W1 W1 W1 W1 W1 222 220 222 227 220 102 224 130 225 ST-1 ST-2 ST-2 ST-2 102 ST-1 ST-2 232 225 ST-2 ST-1 W1 ST-2 232 102 ST-1 202 STN-1 231 102 ST-3 102 ST-1 111 W1 W1 W1 102 ST-3 102 ST-1 229 220 224 130 225 ST-1 ST-2 ST-2 232 110 220 233 102 AL-3 110 AL-3 ST-1 ST-2 222 ST-3 101 ST-3 222 ST-3 231 STN-2 229 605 605 605 605 605 605 605 605 605 D1 A301 D1 A304 0002A 202 220 0200A 260 260 273 EP-3 508 EP-1 204 AL-3 204 AL-3 236 236 031 STN-2 125 AL-3 125 AL-3 ST-2 ST-2 ST-2 ST-2 ST-2 STN-2 ST-2 EP-2 ST-2 ST-2 STN-1 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF5 SF3 503 505 AL-3 MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" 3RD FLOOR 91' - 2" ROOF 104' - 6" G.1 G.2 G.3 G.4 G.5 G.6 D1 A302 1 2 3 4 5 6 7 8 3.1 6.1 1.1 8.1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 SF8 SF8 SF8 SF8 SF7 SF7 SF7 1100B 1001A S12A 1700A 1500A SF7 222 231 202 220 102 224 130 605 226 ST-2 ST-3 STN-1 102 ST-1 225 ST-1 ST-2 ST-1 ST-2 222 ST-2 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 0001A S02A 0700A 0300A W1 W1 220 102 ST-1 204 AL-3 102 240 223 221 ST-2 ST-1 102 227 ST-2 ST-1 231 202 STN-1 220 605 229 233 ST-2 102 ST-1 AL-3 0012A 0011A 102 202 ST-3 STN-1 102 ST-1 231 220 102 224 130 225 ST-1 ST-2 ST-2 ST-2 220 233 ST-2 232 225 ST-1 233 ST-2 102 ST-1 605 AL-3 605 605 605 605 605 605 605 605 605 264 264 605 605 605 605 605 605 605 229 SF7 SF7 SF7 SF7 SF7 SF7 B1 A302 222 227 ST-2 226 ST-2 232 260 508 503 213 220 508 508 102 7.1 128 128 233 233 ST-1 ST-1 202 STN-1 221 102 ST-3 605 605 605 605 605 605 605 605 605 716 236 236 125 AL-3 125 AL-3 125 AL-3 ST-1 102 125 AL-3 125 AL-3 110 AL-3 125 AL-3 268 031 AL-1 AL-3 STN-1 ST-2 ST-2 ST-2 ST-2 EP-2 204 AL-3 ST-2 EP-4 E01A 213 EP-4 213 EP-1 213 EP-1 EP-2 ST-2 STN-2 102 ST-3 ST-2 716 STN-2 EP-5 043 AL-1 043 AL-1 232 ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 STN-2 SF6 SF6 SF6 SF6 SF6 SF6 SF6 SF5 SF1 SF10 SF1 SF2 SF9 SF4 SF11 505 AL-3 1/8" / 12" 1. 2. REFER TO ENLARGED ELEVATIONS FOR ADDITIONAL DIMENSIONS. ALL EXTERIOR GLAZING TO MEET PROJECT REQUIREMENTS FOR IMPACT AND WIND RESISTANCE. SEE SPECIFICATIONS. GENERAL ELEVATION NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A202 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP EXTERIOR ELEVATIONS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A202 BUILDING ELEVATION - SOUTH D1 1/8" = 1'-0" A202 BUILDING ELEVATION - WEST B1 # No. Description Date FINISH SELECTIONS - EXTERIOR MARK MATERIAL TYPE PRODUCT DESCRIPTION INSTALLATION COMMENTS 100 - WALLS AND OPENINGS AL-1 ANODIZED ALUMINUM - BLACK BLACK AL-3 ANODIZED ALUMINUM - CLEAR CLEAR ANODIZED ALUMINUM STOREFRONT CLADDING EP-1 PAINT COLOR TBD EP-2 PAINT COLOR TBD EP-3 CUSTOM 4 COLOR PATTERN - COLORS TBD EP-4 PAINT COLOR TBD EP-5 VARIES SEE RCP FOR INTERIOR AND EXTERIOR CEILING MATERIALS AND FINISH INFORMATION ST-1 WHITE SYNTHETIC STUCCO PIGMENTED TWO COAT REINFORCED SYNTHETIC STUCCO APPLIED TO CIP WALL STRUCTURE (MASTERWALL OR EQUAL) - WHITE ST-2 GRAY SYNTHETIC STUCCO PIGMENTED TWO COAT REINFORCED SYNTHETIC STUCCO APPLIED TO CIP WALL STRUCTURE (MASTERWALL OR EQUAL) - GRAY ST-3 (3 COLORS - TBD) SYNTHETIC STUCCO PIGMENTED TWO COAT REINFORCED SYNTHETIC STUCCO APPLIED TO CIP WALL STRUCTURE (MASTERWALL OR EQUAL) - MULTICOLOR STN-1 BLUE BIT STONE VENEER STN-2 MASONRY QUIONS KEYNOTES - NEW WORK # DESCRIPTION 000 - SITE 031 FINISHED GRADE - SEE CIVIL 043 HANDICAP PARKING SIGN 100 - WALLS AND OPENINGS 101 OPENING THROUGH WALL 102 CAST IN PLACE CONCRETE WALL WITH 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH 110 EXTERIOR ALUMINUM WINDOW SHADING DEVICE 111 ALUMINUM EXTERIOR LOUVER SYSTEM - FACTORY FINISH - SEE MECHANICAL FOR SIZING 125 HVHZ AND IR RATED ALUMINUM STOREFRONT ASSEMBLY, TYPICAL - SEE A610 STOREFRONT ELEVATIONS 128 WALL NICHE WITH INTEGRATED LIGHTING - SEE DETAILS 130 PARAPET; WRAP ROOF MEMBRANE AS DETAILED 200 - ROOF & EXTERIOR 202 STONE VEENEER BASE TO MATCH HISTORIC BUILDINGS ONSITE 204 ALUMINUM THRU-WALL OVERFLOW SCUPPER 213 HOLLOW METAL DOOR AS SCHEDULE 220 CONCRETE WALL CAP WITH SLOPED TOP - PROFILE A 221 CONCRETE WALL CAP WITH SLOPED TOP - PROFILE B 222 CAST STONE PORTAL SURROUND - PROFILE C 223 CAST STONE PORTAL SURROUND - PROFILE D 224 DECORATIVE CONCRETE CORNICE BAND - PROFILE E 225 DECORATIVE CONCRETE CORNICE BAND - PROFILE F 226 CONCRETE SILL WITH 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH 227 CONCRETE HEADER WITH 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH KEYNOTES - NEW WORK 229 VERTICAL/ HORIZONTAL SCORE JOINT IN STUCCO FINISH 231 CONCRETE QUIONS 232 CONCRETE 'T' SHAPED PILASTER WITH FORMED ARCHITECTURAL TOP PROFILE 233 REINFORCED CONCRETE RECTANGULAR PILASTER 236 METAL COPING PARAPET CAP FLASHING 240 10" ANODIZED ALUMINUM SIGNAGE LETTERS - REFER TO SHEET XX FOR ADDITIONAL INFORMATION 260 MASONRY VENEER SHELF ANGLE, COORD. W/ STRUCT DWGS 264 SPECIALTY LIGHT FIXTURES AS SCHEDULED 268 EXTERIOR SURFACE MOUNTED LIGHT FIXTURE - PARKING DECK AND BOH AREAS AS SCHEDULED 273 SLOPE OF ROOF OR PARKING DECK SLAB BEYOND 500 - VERTICAL CIRCULATION 503 ANODIZED ALUMINUM HANDRAIL & GUARDRAIL 505 CAST IN PLACE EXTERIOR SEALED CONCRETE STAIR WITH ANODIZED ALUMINUM RAILINGS - SEE STRUCTURAL 508 ANODIZED ALUMINUM GUARDRAIL 600 - COORDINATION 605 SPECIALTY LIGHT FIXTURES - EXTERIOR WALL SCONCE AS SCHEDULED 700 - RCP 716 EXTERIOR SOFFIT - REFER TO RCPS FOR MATERIAL AND FINISH 1. 2. REFER TO ENLARGED ELEVATIONS FOR ADDITIONAL DIMENSIONS. ALL EXTERIOR GLAZING TO MEET PROJECT REQUIREMENTS FOR IMPACT AND WIND RESISTANCE. SEE SPECIFICATIONS. GENERAL ELEVATION NOTES MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" 3RD FLOOR 91' - 2" G.C G.B G.A G.E B1 A303 A G.D D1 A303 102 ST-1 202 STN-1 220 508 220 233 ST-1 112 AL-3 ST-2 017 ST-1 AL-3 ST-2 030 MAIN FLOOR 64' - 6" LOWER FLOOR 49' - 6" G.C G.B G.A G.E B1 A303 A G.D A.1 D1 A303 D1 A304 1/8" / 12" 012 EP-1 030 605 030 112 EP-3 112 EP-3 112 EP-3 112 EP-3 112 EP-3 112 EP-3 007 EP-1 233 ST-1 220 102 ST-1 220 233 ST-1 233 030 273 603 222 220 220 225 231 202 017 505 ST-1 AL-3 STN-2 STN-1 ST-2 ST-2 102 ST-1 508 AL-3 030 605 125 AL-3 268 282 280 283 281 AL-1 AL-1 AL-1 AL-1 ST-2 ST-2 284 MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" G.1 G.2 G.3 G.4 G.5 G.6 D1 A302 EQ EQ B1 A302 263 263 263 263 263 263 263 263 263 263 263 605 605 030 030 030 030 030 030 030 030 605 220 112 112 112 007 282 280 283 281 7.1 102 220 233 102 220 233 102 220 231 202 233 ST-1 ST-1 STN-1 EP-3 AL-3 AL-3 AL-3 AL-3 AL-3 AL-3 AL-3 AL-3 AL-3 AL-3 AL-3 ST-1 ST-1 EP-3 EP-3 EP-1 603 003 ST-2 AL-1 AL-1 ST-1 508 AL-3 031 ST-1 ST-1 STN-2 ST-2 ST-2 284 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A203 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP EXTERIOR ELEVATIONS - PARKING DECK B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 # 1/8" = 1'-0" A203 PARKING DECK ELEVATION - NORTH E1 1/8" = 1'-0" A203 PARKING DECK ELEVATION - SOUTH C1 1/8" = 1'-0" A203 PARKING DECK ELEVATION - WEST B1 No. Description Date FINISH SELECTIONS - EXTERIOR MARK MATERIAL TYPE PRODUCT DESCRIPTION INSTALLATION COMMENTS 100 - WALLS AND OPENINGS AL-1 ANODIZED ALUMINUM - BLACK BLACK AL-3 ANODIZED ALUMINUM - CLEAR CLEAR ANODIZED ALUMINUM STOREFRONT CLADDING EP-1 PAINT COLOR TBD EP-3 CUSTOM 4 COLOR PATTERN - COLORS TBD ST-1 WHITE SYNTHETIC STUCCO PIGMENTED TWO COAT REINFORCED SYNTHETIC STUCCO APPLIED TO CIP WALL STRUCTURE (MASTERWALL OR EQUAL) - WHITE ST-2 GRAY SYNTHETIC STUCCO PIGMENTED TWO COAT REINFORCED SYNTHETIC STUCCO APPLIED TO CIP WALL STRUCTURE (MASTERWALL OR EQUAL) - GRAY STN-1 BLUE BIT STONE VENEER STN-2 MASONRY QUIONS KEYNOTES - NEW WORK # DESCRIPTION 000 - SITE 003 GENERATOR ENCLOSURE 007 CHAINLINK FENCE SKIRT 012 MOTORIZED VEHICLE ACCESS GATE - SEE CIVIL 017 CONCRETE PLANTER WITH BENCH SEAT - SEE CIVIL/PLUMBING FOR DRAINS 030 LIGHT POLE – SEE CIVIL / ELECTRICAL 031 FINISHED GRADE - SEE CIVIL 100 - WALLS AND OPENINGS 102 CAST IN PLACE CONCRETE WALL WITH 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH 112 PARKING DECK SCREEN - PRE-ENGINEERED METAL MESH PANEL WITH CUSTOM COLOR PATTERN 125 HVHZ AND IR RATED ALUMINUM STOREFRONT ASSEMBLY, TYPICAL - SEE A610 STOREFRONT ELEVATIONS 200 - ROOF & EXTERIOR 202 STONE VEENEER BASE TO MATCH HISTORIC BUILDINGS ONSITE 220 CONCRETE WALL CAP WITH SLOPED TOP - PROFILE A 222 CAST STONE PORTAL SURROUND - PROFILE C 225 DECORATIVE CONCRETE CORNICE BAND - PROFILE F 231 CONCRETE QUIONS 233 REINFORCED CONCRETE RECTANGULAR PILASTER 263 ROOF DRAIN WALL SCUPPER WITH COLLECTORHEAD, HEAVY GUAGE ALUMINUM DOWNSPOUT - CONNECT TO UNDERGROUND PIPING - SEE CIVIL 268 EXTERIOR SURFACE MOUNTED LIGHT FIXTURE - PARKING DECK AND BOH AREAS AS SCHEDULED 273 SLOPE OF ROOF OR PARKING DECK SLAB BEYOND 280 0'-6" ANODIZED ALUMINUM SIGNAGE LETTERS (DHS) - REFER TO SHEET XX FOR ADDITIONAL INFORMATION KEYNOTES - NEW WORK 281 0'-6" ANODIZED ALUMINUM SIGNAGE LETTERS (DOH) - REFER TO SHEET XX FOR ADDITIONAL INFORMATION 282 ANODIZED ALUMINUM SIGNAGE DEPARTMENT OF HUMAN SERVICES LOGO - REFER TO SHEET XX FOR ADDITIONAL INFORMATION 283 ANODIZED ALUMINUM SIGNAGE DEPARTMENT OF HEALTH LOGO - REFER TO SHEET XX FOR ADDITIONAL INFORMATION 284 GALVANIZED STEEL OPEN GRATE CAP OVER CHILLER ENCLOSURE 500 - VERTICAL CIRCULATION 505 CAST IN PLACE EXTERIOR SEALED CONCRETE STAIR WITH ANODIZED ALUMINUM RAILINGS - SEE STRUCTURAL 508 ANODIZED ALUMINUM GUARDRAIL 600 - COORDINATION 603 MECHANICAL EQUIPMENT YARD - COORDINATE DRAINAGE & EQUIPMENT WITH MECHANICAL DRAWINGS 605 SPECIALTY LIGHT FIXTURES - EXTERIOR WALL SCONCE AS SCHEDULED MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" 3RD FLOOR 91' - 2" ROOF 104' - 6" D1 A302 D1 A302 1 2 3 4 5 6 7 8 3.1 6.1 1.1 8.1 ADMINISTRATOR 0503 SOCIAL WORKER 0302 SOCIAL WORKER 0309 SOCIAL WORKER 0308 DISTRICT MANAGER 0307 AIDE STATION 2108D AIDE STATION 2108E AIDE STATION 2108L EDUCATION SUPERVISOR 2109 EDUCATION COORDINATOR 2111 FAMILY WAITING 2001 HEAD START CORRIDOR 2100 WORKROOM 0504 ELIG. SUPER 1502 CC SUPER 1305 ELIG. SPEC. 1501C INFO CLERK 1501A INFO CLERK 1501B DFA/MAP LOBBY 1020 DIRECTOR CERT. 1304 (2) PREP 3214 (2) QC SUPER & REV. 3213 PI DIRECTOR 3211 QC REVIEWER 3209 PI ANALYST 3207 MAP DIRECTOR 3206 TRAINING ROOM 3001 ASSET DIRECTOR 3702 MESSENGER 3701D CONTRACT ADMIN 3606 COMMS 3607 LEGAL COUNSEL 3608 LOBBY 0001 CORRIDOR 0300 RSICA CORRIDOR 0500 LOBBY 1001 DFA/MAP CORRIDOR 1300 STX AC 3609 LOBBY 3000 OPS CORRIDOR 3700 CORRIDOR 3100 RECEPTION 0303 LOBBY 2000 HEAD START CORRIDOR 2100 B1 A302 B1 A302 7.1 LOWER FLOOR PARKING DECK TENANT SPACE ELEVATOR CTRL E01A STORAGE 1304A COVERED WALKWAY 220 231 202 222 020 716 268 620 623 221 125 125 224 225 632 220 231 202 222 226 125 227 125 220 102 102 COVERED WALKWAY 224 225 237 212 102 126 126 211 211 230 230 130 131 130 242 W1 SF7 1/8" / 12" 714 HEAD START CORRIDOR 2100 ADMIN ASST 3102 301 125 125 622 125 207 216 WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" 3RD FLOOR 91' - 2" ROOF 104' - 6" D1 A302 D1 A302 1 2 3 4 5 6 7 8 3.1 6.1 1.1 8.1 TOOLS 0104 CUST. SUPPLY 0110 DRIVERS' LOUNGE 0109 RECORDS 2404 SOCIAL WORKER 2204B DCFS CORRIDOR 2300 CORRIDOR 2000B INTAKE CORRIDOR 2200 CORRIDOR 3000 ELIG. SUPER 1507 EBT TECH 1404B PANTRY 1205A CONGREGATE ROOM 1206 ADMINISTRATOR 2405 CONFERENCE 3307 COMP SETUP 3403 SCA CORRIDOR 0200 OPS CORRIDOR 0100 DFA CORRIDOR 1400 DFA CORRIDOR 1500 CORRIDOR 1008 COMMISSIONER 3616 HR CORRIDOR 3300 DFA/MAP CORRIDOR 3200 PUMP 0011 FIRE PUMP 0012 FRONT END INVESTIG. 3216E CORRIDOR 2 2708 FISCAL CORRIDOR 3500 SCA CORRIDOR 0200 MAINT. STAFF 0111C OPS CORRIDOR 0100 B1 A302 B1 A302 7.1 1/8" / 12" DOMESTIC CISTERN 0014 FIRE CISTERN 0013 DOMESTIC CISTERN 0015 TENANT SPACE SYSTEMS ANALYST 3403D LACTATION 3009 CORRIDOR 3000A STAFF TOILETS (M) 3014 STAFF TOILETS (M) 2011 STAFF TOILETS (M) 1014 LACTATION 1011 TABLE STORAGE 1204 SHARED OFFICE (5) 1211 FRAUD INVESTIG. 3225 DFA RECORDS 3220 ADMIN ASST 3216F OTC CORRIDOR 3600 INFANTS & TODDLER SPECIALIST 2403 CORRIDOR 2 2000E CASE WORKER FC 2308A RECORDS 2302 PAYROLL SUPER 3503 FISCAL CORRIDOR 3500 PAYROLL CLERK 3501E SUPPLIES 3515 ACCT PAYABLE 3507 APS CASE WORKER 0223 APS CASE WORKER 0222 SNR NUTR. AIDE 0205 SCA CORRIDOR 0200 EBT TECH 1404D EE CASE WORKER 1601G MAP FILES 1506 DFA CORRIDOR 1500 FLEX STATION 1010 GENERALIST 3305 SCA CORRIDOR 0200 COVERED WALKWAY 237 212 217 220 231 202 222 220 102 224 225 102 220 231 202 220 232 233 222 716 020 110 110 636 620 623 632 109 109 109 606 204 236 130 236 131 130 242 242 606 1/8" / 12" 211 413 413 413 413 1. BUILDING SECTIONS ARE DIAGRAMMATIC; REFER TO WALL SECTIONS FOR DETAILS AND DIMENSIONS. GENERAL SECTION NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A301 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP BUILDING SECTIONS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A301 BUILDING SECTION FACING EAST B B1 1/8" = 1'-0" A301 BUILDING SECTION FACING EAST A D1 No. Description Date KEYNOTES - NEW WORK 000 - SITE 020 BOLLARD WITH LIGHTING 100 - WALLS AND OPENINGS 102 CAST IN PLACE CONCRETE WALL WITH 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH 109 CISTERN COMPARTMENT/ CHAMBER, SEE SPECS FOR SPECIALTY WATERPROOFING SYSTEM REQUIRED. 110 EXTERIOR ALUMINUM WINDOW SHADING DEVICE 125 HVHZ AND IR RATED ALUMINUM STOREFRONT ASSEMBLY, TYPICAL - SEE A610 STOREFRONT ELEVATIONS 126 HOLLOW METAL DOOR AND FRAME AS SCHEDULED 130 PARAPET; WRAP ROOF MEMBRANE AS DETAILED 131 SELF-ADHERED SHEET WATERPROOFING BELOW GRADE 200 - ROOF & EXTERIOR 202 STONE VEENEER BASE TO MATCH HISTORIC BUILDINGS ONSITE 204 ALUMINUM THRU-WALL OVERFLOW SCUPPER 207 HIGH ROOF ABOVE TRAINING ROOM; REFER TO STRUCTURAL 211 REINFORCED LIQUID-APPLIED MEMBRANE ROOFING - TURN UP BACKSIDE OF PARAPET (TYP) 212 SPRAY FOAM INSULATION (R-38 MIN) AT UNDERSIDE OF CONCRETE ROOF STRUCTURE, AS SCHEDULED. INTUMESCENT PAINT COATING. 216 ROOF-MOUNTED MECHANICAL DOG HOUSE AT EXHAUST FAN 217 FLUID APPLIED MEMBRANE ROOFING SYSTEM OVER CAST IN PLACE CONCRETE ROOF STRUCTURE, (SEE STRUCT DWGS) 220 CONCRETE WALL CAP WITH SLOPED TOP - PROFILE A 221 CONCRETE WALL CAP WITH SLOPED TOP - PROFILE B 222 CAST STONE PORTAL SURROUND - PROFILE C 224 DECORATIVE CONCRETE CORNICE BAND - PROFILE E 225 DECORATIVE CONCRETE CORNICE BAND - PROFILE F 226 CONCRETE SILL WITH 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH 227 CONCRETE HEADER WITH 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH KEYNOTES - NEW WORK 230 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH OVER CAST IN PLACE CONCRETE AT PARAPET WALL 231 CONCRETE QUIONS 232 CONCRETE 'T' SHAPED PILASTER WITH FORMED ARCHITECTURAL TOP PROFILE 233 REINFORCED CONCRETE RECTANGULAR PILASTER 236 METAL COPING PARAPET CAP FLASHING 237 CONCRETE ROOF SLAB (SLOPED 1/2" / 12" (TYP) OVER STEEL ROOF STRUCTURE, PREPARE CONCRETE PER ROOFING MANUFACTURER REQUIREMENTS INCLUDING PRIMER AS REQUIRED 242 PARAPET FLASHING 268 EXTERIOR SURFACE MOUNTED LIGHT FIXTURE - PARKING DECK AND BOH AREAS AS SCHEDULED 300 - INTERIOR CONSTRUCTION & MILLWORK 301 OPERABLE FOLDING PANEL ACOUSTIC WALL PARTITION - WITH DOOR PANEL (MIN STC-50) 400 - FFE 413 INTERIOR WORK STATION ACOUSTIC FURNITURE SYSTEM 600 - COORDINATION 606 INTERNAL ROOF DRAIN ASSEMBLY, PIPED VERTICALLY DOWN TO LOWER LEVEL AT NEAREST INTERIOR COLUMN LINE, AND PIPED LATERALLY OVERHEAD TO CISTERN 620 REINFORCED CONCRETE STRUCTURAL COLUMN - SEE STRUCTURAL 622 HOSE BIBB; REFER TO PLUMBING 623 CIP FOOTINGS SEE STRUCTURAL DRAWINGS 632 SLAB ON GRADE 636 CONCRETE CISTERN LID TO BE FLUSH WITH ADJACENT SLABS - SEE STRUCTURAL 700 - RCP 714 SUSPENDED ACOUSTIC CEILING BAFFLES 716 EXTERIOR SOFFIT - REFER TO RCPS FOR MATERIAL AND FINISH MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" 3RD FLOOR 91' - 2" ROOF 104' - 6" G.C G.B G.A G.E B1 A303 B1 A301 A E C D B G.D D.2 A.1 D.1 A.2 B.1 1/8" / 12" 9'-0" 6" D1 A301 D1 A303 209 1/2" / 12" 1/2" / 12" DIRECTOR 0107 BREAKROOM 2009 CORRIDOR 2000B BREAKROOM 1013 LOBBY 0001 OPS CORRIDOR 0100 LOBBY 1001 CORRIDOR 1008 LOBBY 3000 CORRIDOR 3000A FISCAL CORRIDOR 3500 LOBBY 2000 FED. FIN. ANALYST 3504D 1" D1 A304 030 1/8" / 12" LOWER FLOOR PARKING DECK 7'-0" 4'-0" 25'-11" 10'-0" 007 112 270 617 268 716 716 220 202 508 617 125 125 618 619 634 MAIN FLOOR PARKING DECK 035 034 233 233 620 623 003 211 212 237 212 211 237 606 131 131 130 204 125 1/2" / 12" 242 207 214 284 WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" 3RD FLOOR 91' - 2" ROOF 104' - 6" G.C G.B G.A G.E B1 A303 B1 A301 A E C D B G.D D.2 A.1 D.1 A.2 B.1 B2 A502 D1 A301 D1 A303 D1 A304 TRAINING ROOM 3001 SECURE STORAGE 3017 ELECTRICAL/ TELECOM 3003 TELE/ELEC 2002 TELECOM 1003 LOBBY 1001 CORRIDOR 1 2000C CORRIDOR 3000 NETWORK ANALYST 3402C MIS CORRIDOR 3400 SYSTEMS ANALYST 3403D ANALYST 3403C DIRECTOR 3406 ADMINISTRATOR 2205 WORKROOM 2207 INTAKE CORRIDOR 2200 FLEX WORKSTATIONS 2007 ELECTRICAL 1003A PANTRY 1205A KITCHEN 1205 CONFERENCE 1012 WORKSHOP 0105 OPS CORRIDOR 0100 ELECTRICAL / IT 0102 ELEVATOR CTRL E03A 1/8" / 12" 1/8" / 12" 1/2" / 12" 1/2" / 12" 1/2" / 12" TENANT SPACE TENANT LOBBY TENANT LOBBY ELEV 01 E01 LOWER FLOOR PARKING DECK 617 268 003 031 032 508 020 716 508 104 ST-3 634 MAIN FLOOR PARKING DECK 209 617 716 202 605 605 017 017 220 233 232 263 112 028 212 212 211 211 237 623 513 224 225 237 COVERED WALKWAY 606 131 131 130 214 637 242 111 111 125 515 505 512 714 301 030 1. BUILDING SECTIONS ARE DIAGRAMMATIC; REFER TO WALL SECTIONS FOR DETAILS AND DIMENSIONS. GENERAL SECTION NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A302 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP BUILDING SECTIONS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A302 BUILDING SECTION FACING NORTH A D1 # 1/8" = 1'-0" A302 BUILDING SECTION FACING NORTH C1 B1 No. Description Date KEYNOTES - NEW WORK # DESCRIPTION 000 - SITE 003 GENERATOR ENCLOSURE 007 CHAINLINK FENCE SKIRT 017 CONCRETE PLANTER WITH BENCH SEAT - SEE CIVIL/PLUMBING FOR DRAINS 020 BOLLARD WITH LIGHTING 028 CONCRETE WHEEL STOP 030 LIGHT POLE – SEE CIVIL / ELECTRICAL 031 FINISHED GRADE - SEE CIVIL 032 STEP STREET - NORTH TO SOUTH ACCESSIBLE ROUTE BETWEEN NEW CONSTRUCTION AND HISTORIC STRUCTURES 034 CHILLER EQUIPMENT AS SPECIFIED BY MEP 035 CHILLER PIPING - SEE MEP 100 - WALLS AND OPENINGS 104 CIP STRUCTURAL WALL SEE STRUCTURAL DRAWINGS 111 ALUMINUM EXTERIOR LOUVER SYSTEM - FACTORY FINISH - SEE MECHANICAL FOR SIZING 112 PARKING DECK SCREEN - PRE-ENGINEERED METAL MESH PANEL WITH CUSTOM COLOR PATTERN 125 HVHZ AND IR RATED ALUMINUM STOREFRONT ASSEMBLY, TYPICAL - SEE A610 STOREFRONT ELEVATIONS 130 PARAPET; WRAP ROOF MEMBRANE AS DETAILED 131 SELF-ADHERED SHEET WATERPROOFING BELOW GRADE 200 - ROOF & EXTERIOR 202 STONE VEENEER BASE TO MATCH HISTORIC BUILDINGS ONSITE 204 ALUMINUM THRU-WALL OVERFLOW SCUPPER 207 HIGH ROOF ABOVE TRAINING ROOM; REFER TO STRUCTURAL 209 BUILDING EXPANSION JOINT AND EXPANSION JOINT COVER - SEE STRUCTURAL DRAWINGS KEYNOTES - NEW WORK 211 REINFORCED LIQUID-APPLIED MEMBRANE ROOFING - TURN UP BACKSIDE OF PARAPET (TYP) 212 SPRAY FOAM INSULATION (R-38 MIN) AT UNDERSIDE OF CONCRETE ROOF STRUCTURE, AS SCHEDULED. INTUMESCENT PAINT COATING. 214 SLOPE CONCRETE SLAB TO CREATE SLOPE FOR ROOF DRAINAGE CRICKET. COORDINATE 1/2"/FT. MIN. SLOPE TO ROOF SCUPPERS, (TYP) 220 CONCRETE WALL CAP WITH SLOPED TOP - PROFILE A 224 DECORATIVE CONCRETE CORNICE BAND - PROFILE E 225 DECORATIVE CONCRETE CORNICE BAND - PROFILE F 232 CONCRETE 'T' SHAPED PILASTER WITH FORMED ARCHITECTURAL TOP PROFILE 233 REINFORCED CONCRETE RECTANGULAR PILASTER 237 CONCRETE ROOF SLAB (SLOPED 1/2" / 12" (TYP) OVER STEEL ROOF STRUCTURE, PREPARE CONCRETE PER ROOFING MANUFACTURER REQUIREMENTS INCLUDING PRIMER AS REQUIRED 242 PARAPET FLASHING 263 ROOF DRAIN WALL SCUPPER WITH COLLECTORHEAD, HEAVY GUAGE ALUMINUM DOWNSPOUT - CONNECT TO UNDERGROUND PIPING - SEE CIVIL 268 EXTERIOR SURFACE MOUNTED LIGHT FIXTURE - PARKING DECK AND BOH AREAS AS SCHEDULED 270 OPEN METAL GRATE FLOORING OVER GRADE 284 GALVANIZED STEEL OPEN GRATE CAP OVER CHILLER ENCLOSURE 300 - INTERIOR CONSTRUCTION & MILLWORK 301 OPERABLE FOLDING PANEL ACOUSTIC WALL PARTITION - WITH DOOR PANEL (MIN STC-50) 500 - VERTICAL CIRCULATION 505 CAST IN PLACE EXTERIOR SEALED CONCRETE STAIR WITH ANODIZED ALUMINUM RAILINGS - SEE STRUCTURAL 508 ANODIZED ALUMINUM GUARDRAIL 512 RAISED FLOOR TO ACCOMODATE ELEVATOR SHAFT CEILING - SEE STRUCTURAL 513 ELEVATOR PIT BELOW - COORDINATE PIT DEPTH AND SUMP WITH STRUCTURAL & ELEVATOR MANUFACTURER 515 ELEVATOR HOIST BEAM, SEE ELEVATOR SHOP DRAWINGS FOR EXACT SIZE AND LOCATION KEYNOTES - NEW WORK 600 - COORDINATION 605 SPECIALTY LIGHT FIXTURES - EXTERIOR WALL SCONCE AS SCHEDULED 606 INTERNAL ROOF DRAIN ASSEMBLY, PIPED VERTICALLY DOWN TO LOWER LEVEL AT NEAREST INTERIOR COLUMN LINE, AND PIPED LATERALLY OVERHEAD TO CISTERN 617 REINFORCED CONCRETE BEAM - SEE STRUCTURAL 618 STEEL FLOOR FRAMING - SEE STRUCTURAL 619 STEEL ROOF FRAMING - SEE STRUCTURAL 620 REINFORCED CONCRETE STRUCTURAL COLUMN - SEE STRUCTURAL 623 CIP FOOTINGS SEE STRUCTURAL DRAWINGS 634 STORM WATER RETENTION SYSTEM - SEE CIVIL 637 PIPING - SEE MEP 700 - RCP 714 SUSPENDED ACOUSTIC CEILING BAFFLES 716 EXTERIOR SOFFIT - REFER TO RCPS FOR MATERIAL AND FINISH WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" G.1 G.2 G.3 G.4 G.5 G.6 D1 A302 D1 A302 3.1 B1 A302 B1 A302 7.1 LOWER FLOOR PARKING DECK MAIN FLOOR PARKING DECK 633 631 017 020 017 268 637 220 202 231 112 020 028 030 131 131 050 MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" G.1 G.2 G.3 G.4 G.5 G.6 D1 A302 D1 A302 B1 A302 B1 A302 7.1 634 LOWER FLOOR PARKING DECK MAIN FLOOR PARKING DECK 030 268 126 112 112 112 112 112 126 003 102 220 220 233 030 620 102 631 617 632 033 031 633 050 028 608 012 220 233 028 131 517 0000A G1A 043 112 013 1. BUILDING SECTIONS ARE DIAGRAMMATIC; REFER TO WALL SECTIONS FOR DETAILS AND DIMENSIONS. GENERAL SECTION NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A303 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP BUILDING SECTIONS - PARKING DECK B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 # 1/8" = 1'-0" A303 PARKING DECK SECTION FACING EAST A D1 1/8" = 1'-0" A303 PARKING DECK SECTION FACING WEST A B1 No. Description Date KEYNOTES - NEW WORK # DESCRIPTION 000 - SITE 003 GENERATOR ENCLOSURE 012 MOTORIZED VEHICLE ACCESS GATE - SEE CIVIL 013 RECONFIGURED RETAINING WALL - SEE CIVIL AND STRUCTURAL 017 CONCRETE PLANTER WITH BENCH SEAT - SEE CIVIL/PLUMBING FOR DRAINS 020 BOLLARD WITH LIGHTING 028 CONCRETE WHEEL STOP 030 LIGHT POLE – SEE CIVIL / ELECTRICAL 031 FINISHED GRADE - SEE CIVIL 033 PARKING DECK ENTRY RAMP 043 HANDICAP PARKING SIGN 050 DRIVEWAY PAVING - SEE CIVIL 100 - WALLS AND OPENINGS 102 CAST IN PLACE CONCRETE WALL WITH 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH 112 PARKING DECK SCREEN - PRE-ENGINEERED METAL MESH PANEL WITH CUSTOM COLOR PATTERN 126 HOLLOW METAL DOOR AND FRAME AS SCHEDULED 131 SELF-ADHERED SHEET WATERPROOFING BELOW GRADE 200 - ROOF & EXTERIOR 202 STONE VEENEER BASE TO MATCH HISTORIC BUILDINGS ONSITE 220 CONCRETE WALL CAP WITH SLOPED TOP - PROFILE A 231 CONCRETE QUIONS 233 REINFORCED CONCRETE RECTANGULAR PILASTER 268 EXTERIOR SURFACE MOUNTED LIGHT FIXTURE - PARKING DECK AND BOH AREAS AS SCHEDULED KEYNOTES - NEW WORK 500 - VERTICAL CIRCULATION 517 GALVANIZED STEEL ACCESS STAIR WITH RAILING 600 - COORDINATION 608 SLOPE FLOOR TO DRAIN 1/8" / 12" - SEE PLUMBING/CIVIL 617 REINFORCED CONCRETE BEAM - SEE STRUCTURAL 620 REINFORCED CONCRETE STRUCTURAL COLUMN - SEE STRUCTURAL 631 POST-TENSIONED DECK WITH 1/4"/12" SLOPE, SEE STRUCTURAL 632 SLAB ON GRADE 633 REINFORCED CONCRETE FOUNDATION - SEE STRUCTURAL 634 STORM WATER RETENTION SYSTEM - SEE CIVIL 637 PIPING - SEE MEP 1. BUILDING SECTIONS ARE DIAGRAMMATIC; REFER TO WALL SECTIONS FOR DETAILS AND DIMENSIONS. GENERAL SECTION NOTES WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" 3RD FLOOR 91' - 2" G.1 G.2 G.3 G.4 G.5 G.6 D1 A302 1 2 3 4 5 6 7 8 3.1 6.1 1.1 8.1 B1 A302 7.1 716 268 021 617 635 223 716 222 508 102 017 102 ST-1 ST-3 220 202 233 102 505 508 102 508 220 231 202 017 036 030 030 101 112 AL-3 ST-1 ST-1 ST-2 STN-1 043 043 043 0000A 505 102 ST-1 EP-5 ST-2 ST-2 AL-3 ST-1 EP-5 AL-3 ST-1 ST-2 STN-2 STN-1 EP-3 STN-1 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A304 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP BUILDING SECTIONS - PARKING DECK B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 # 1/8" = 1'-0" A304 PARKING DECK SECTION FACING WEST B D1 No. Description Date FINISH SELECTIONS - EXTERIOR MARK MATERIAL TYPE PRODUCT DESCRIPTION INSTALLATION COMMENTS 100 - WALLS AND OPENINGS AL-3 ANODIZED ALUMINUM - CLEAR CLEAR ANODIZED ALUMINUM STOREFRONT CLADDING EP-3 CUSTOM 4 COLOR PATTERN - COLORS TBD EP-5 VARIES SEE RCP FOR INTERIOR AND EXTERIOR CEILING MATERIALS AND FINISH INFORMATION ST-1 WHITE SYNTHETIC STUCCO PIGMENTED TWO COAT REINFORCED SYNTHETIC STUCCO APPLIED TO CIP WALL STRUCTURE (MASTERWALL OR EQUAL) - WHITE ST-2 GRAY SYNTHETIC STUCCO PIGMENTED TWO COAT REINFORCED SYNTHETIC STUCCO APPLIED TO CIP WALL STRUCTURE (MASTERWALL OR EQUAL) - GRAY ST-3 (3 COLORS - TBD) SYNTHETIC STUCCO PIGMENTED TWO COAT REINFORCED SYNTHETIC STUCCO APPLIED TO CIP WALL STRUCTURE (MASTERWALL OR EQUAL) - MULTICOLOR STN-1 BLUE BIT STONE VENEER STN-2 MASONRY QUIONS KEYNOTES - NEW WORK # DESCRIPTION 000 - SITE 017 CONCRETE PLANTER WITH BENCH SEAT - SEE CIVIL/PLUMBING FOR DRAINS 021 ADA CURB RAMP - SEE CIVIL 030 LIGHT POLE – SEE CIVIL / ELECTRICAL 036 NEW TRANSFORMER ON CONCRETE PAD 043 HANDICAP PARKING SIGN 100 - WALLS AND OPENINGS 101 OPENING THROUGH WALL 102 CAST IN PLACE CONCRETE WALL WITH 2-COAT DIRECT APPLIED SYNTHETIC STUCCO FINISH 112 PARKING DECK SCREEN - PRE-ENGINEERED METAL MESH PANEL WITH CUSTOM COLOR PATTERN 200 - ROOF & EXTERIOR 202 STONE VEENEER BASE TO MATCH HISTORIC BUILDINGS ONSITE 220 CONCRETE WALL CAP WITH SLOPED TOP - PROFILE A 222 CAST STONE PORTAL SURROUND - PROFILE C 223 CAST STONE PORTAL SURROUND - PROFILE D 231 CONCRETE QUIONS 233 REINFORCED CONCRETE RECTANGULAR PILASTER 268 EXTERIOR SURFACE MOUNTED LIGHT FIXTURE - PARKING DECK AND BOH AREAS AS SCHEDULED 500 - VERTICAL CIRCULATION 505 CAST IN PLACE EXTERIOR SEALED CONCRETE STAIR WITH ANODIZED ALUMINUM RAILINGS - SEE STRUCTURAL 508 ANODIZED ALUMINUM GUARDRAIL KEYNOTES - NEW WORK 600 - COORDINATION 617 REINFORCED CONCRETE BEAM - SEE STRUCTURAL 635 ELEVATED REINFORCED CONCRETE SLAB 700 - RCP 716 EXTERIOR SOFFIT - REFER TO RCPS FOR MATERIAL AND FINISH 1. 2. 3. 4. 5. 6. INSTALL IN-WALL BLOCKING AS REQUIRED FOR WALL HUNG ACCESSORIES PER MANUF. REQUIREMENTS. REFER TO A8XX FOR MATERIAL FINISH INFORMATION AND SPECIFICATIONS. REFER TO SHEET AXX FOR FINISH DETAILS. ALL CABINETS TO BE LOCKABLE. ALL EXPOSED SURFACES TO BE FINISHED. REFER TO SHEET A4XX FOR TYPICAL CASEWORK SECTIONS. MILLWORK GENERAL NOTES RESTROOM (M) 1201 RESTROOM (W) 1202 611 611 CC32 CC32 CC39 CC30 CC34 CC34 CC39 CC30 613 9'-7 1/2" 9'-7" 5'-5 1/2" 4'-2" 3'-11 3/4" 5'-7 1/4" 3'-0" 5'-0" 11" 2'-6" CC42 CC42 CC42 CC42 CC41 CC41 CC41 CC41 12'-7" CC38 CC38 SS-1 T-1 T-1 T-1 TB-1 T-1 P-1 P-1 LVT-1 SS-1 T-1 T-1 T-1 TB-1 T-1 P-1 P-1 LVT-1 PUBLIC TOILETS (W) 1006 PUBLIC TOILETS (M) 1005 CUSTODIAL 1007 STAFF TOILETS (W) 1015 STAFF TOILETS (M) 1014 CC31 CC39 CC31 CC34 CC34 CC31 CC39 CC31 CC34 CC39 CC34 CC39 CC41 CC41 CC41 CC41 CC41 CC41 CC41 CC41 CC41 CC41 CC32 CC32 CC32 CC32 CC30 CC30 CC30 CC30 CC30 CC30 CC30 CC30 CC41 CC41 613 615 608 608 608 608 613 5'-7" 3'-0" 4 3/4" 11" 6'-5 3/8" 14'-9" 1'-9 3/8" 5'-7" 9'-7" 9'-8" 16'-5" 4'-8 1/4" 5'-0" 4'-8 3/4" 4'-8 1/4" 5'-0 1/4" 5'-0 3/4" 3'-0 3/8" 6'-0" 1'-10 1/2" 8'-6 1/2" 5'-8" 7'-10" 5'-9" 9'-7 3/8" 3'-6" 8'-9" 5 3/4" 3'-0" 5'-7" 3'-0 1/2" 5'-6" 5'-6" 4 1/4" 4'-8 1/4" 3'-0 1/2" 5'-0 3/4" T-1 T-1 T-1 T-1 SC-1 637 LVT-1 LVT-1 LVT-1 PL-1 PL-1 CG-1 CG-1 CG-1 CG-1 CG-1 PL-1 PL-1 T-1 T-1 T-1 SS-1 SS-1 T-1 SS-1 SS-1 T-1 T-1 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A401 04/06/2026 JT KB 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP ENLG TOILET ROOM PLANS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 EQUIPMENT SCHEDULE MARK DESCRIPTION CONTRACTOR PROVIDED / CONTRACTOR INSTALLED CC30 MIRROR CC31 RECESSED BABY CHANGING STATION CC32 RECESSED PAPER TOWEL DISPENSER WITH WASTE RECEPTACLE CC34 GRAB BARS ADA REQUIRED CC38 FOLDING SHOWER SEAT CC39 SOAP DISPENSER - SURFACE MTD. CC41 SURFACE MOUNTED TOILET PAPER DISPENSER - SURFACE MTD. CC42 COAT/ROBE HOOK OWNER PROVIDED / CONTRACTOR INSTALLED OC11 55" LCD FLATSCREEN TV OWNER PROVIDED / OWNER INSTALLED OO22 XEROX COPIER No. Description Date 1/2" = 1'-0" A401 STRIVE CENTER SHOWER ROOMS B3 1/2" = 1'-0" A401 TYPICAL RESTROOM CORE B4 KEYNOTES - NEW WORK 600 - COORDINATION 608 SLOPE FLOOR TO DRAIN 1/8" / 12" - SEE PLUMBING/CIVIL 611 PREFABRICATED SHOWER UNITS, SEE PLUMBING DRAWINGS 613 URINAL, SEE PLUMBING DRAWINGS 615 DRINKING FOUNTAIN - SEE PLUMBING 637 PIPING - SEE MEP FINISH SELECTIONS - INTERIOR MARK MATERIAL TYPE PRODUCT DESCRIPTION INSTALLATION COMMENTS 800 - FINISHES CG-1 CORNER GUARD 90 DEGREE ACROVYN; 5M-20N; COLOR: TBD 4' HIGH LVT-1 LUXURY VINYL TILE SHAW CONTRACT, TERRAIN II; COLOR: TBD ASHLAR P-1 PAINT SHERWIN WILLIAMS; TBD; EGGSHELL GENERAL WALL PAINT PL-1 PLASTIC LAMINATE WILSONART SC-1 STAINED CONCRETE SS-1 SOLID SURFACE, CORIAN CORIAN, COLOR: TBD COUNTERS AND WINDOW SILLS T-1 PORCELAIN TILE 12x24 DALTILE; VIRTUO; COMPOSER VR11; 12"x24" TOILET ROOM FLOORS AND WALLS TB-1 TILE BASE DALTILE; 6" H BASE 1. 2. 3. 4. 5. 6. INSTALL IN-WALL BLOCKING AS REQUIRED FOR WALL HUNG ACCESSORIES PER MANUF. REQUIREMENTS. REFER TO A8XX FOR MATERIAL FINISH INFORMATION AND SPECIFICATIONS. REFER TO SHEET AXX FOR FINISH DETAILS. ALL CABINETS TO BE LOCKABLE. ALL EXPOSED SURFACES TO BE FINISHED. REFER TO SHEET A4XX FOR TYPICAL CASEWORK SECTIONS. MILLWORK GENERAL NOTES KITCHEN 1205 A451 C3 C4 3'-6" CLEAR B3 B4 OO1 OC1 OO2 OO3 7'-9" 2'-1 1/2" 4'-6 1/2" 6'-8" COUNTER F45 CC1 OO8 OC2 PANTRY 1205A TABLE STORAGE 1204 OO30 OO30 OO30 CC39 1205B 1205A 1205C 4" 2'-10" OC2 OO1 OO8 1205C 1205B 307 307 105 OO2 OO3 OC1 4" 2'-10" CC1 OC1 CC1 30" CLEAR A451 D1 D3 D4 D2 PREP AREA 3001C OO3 OO2 OO1 OO9 CC32 CC32 3001C OO2 OO3 3001C CC32 OO1 OO3 3" PREP AREA 3001C OO9 OO1 PREP AREA 3001C CC32 CC32 OO1 OO9 30" CLEAR 3/8" = 1'-0" A451 ENLARGED PLAN - STRIVE KITCHEN B5 3/8" = 1'-0" A451 STRIVE KITCHEN - EAST C3 3/8" = 1'-0" A451 STRIVE KITCHEN - SOUTH C4 3/8" = 1'-0" A451 STRIVE KITCHEN - WEST B3 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A451 04/06/2026 JT KB 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP ENLG MILLWORK PLANS & ELEVATIONS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 EQUIPMENT SCHEDULE MARK DESCRIPTION CONTRACTOR PROVIDED / CONTRACTOR INSTALLED CC1 GREENHECK FIRE READY RANGE HOOD GRRS-W-36-T-E-D-N CC32 RECESSED PAPER TOWEL DISPENSER WITH WASTE RECEPTACLE CC39 SOAP DISPENSER - SURFACE MTD. OWNER PROVIDED / CONTRACTOR INSTALLED OC1 OVEN / RANGE OC2 ICE MAKER OC11 55" LCD FLATSCREEN TV OWNER PROVIDED / OWNER INSTALLED OO1 MICROWAVE OO2 36" REFRIGERATOR OO3 36" FREEZER OO6 REFRIGERATOR - UNDER COUNTER OO8 COFFEE MAKER OO9 COFFEE MAKER SYSTEM OO20 COMPUTER W/ KEYBOARD AND MOUSE OO21 DESK PHONE OO30 STORAGE SHELVING UNIT No. Description Date 3/8" = 1'-0" A451 STRIVE KITCHEN - NORTH B4 3/8" = 1'-0" A451 PREP AREA AT TRAINING ROOM D5 3/8" = 1'-0" A451 PREP AREA - EAST D1 3/8" = 1'-0" A451 PREP AREA - SOUTH D2 3/8" = 1'-0" A451 PREP AREA - WEST D3 3/8" = 1'-0" A451 PREP AREA - NORTH D4 KEYNOTES - NEW WORK 100 - WALLS AND OPENINGS 105 COILING COUNTER SHUTTER - SEE SPECS 300 - INTERIOR CONSTRUCTION & MILLWORK 307 PLASTIC LAMINATE CABINETRY AND SOLID SURFACE COUNTERTOP - SEE MILLWORK DRAWINGS FINISH SELECTIONS - INTERIOR MARK MATERIAL TYPE PRODUCT DESCRIPTION INSTALLATION COMMENTS F WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION B2 A501 B1 A501 EXIT CORRIDOR 1019 STAIR 1 S11 S11A 4'-11" 10'-1" (11 EQ. TREADS @ 11" EA) LANDING 4'-10" 9'-10" (CLEAR) 19'-10" (CLEAR) 1'-0" 11" (4' - 0" MIN. CLR.) UP 503 506 509 1019A 637 STAIR 1 S21 S21A B2 A501 B1 A501 9'-10" (CLEAR) LANDING 4'-10" (10 EQ. TREADS @ 11") 9'-2" 4'-8 1/2" 1'-1 1/2" 11" (11 EQ. TREADS @ 11") 10'-1" 1'-0" 19'-10" (CLEAR) 506 503 509 11" 1'-0" (4' - 0" MIN. CLR.) (4' - 0" MIN. CLR.) DN UP 637 S31A STAIR 1 S31 B2 A501 B1 A501 19'-10" (CLEAR) LANDING 4'-10" 9'-2" (10 EQ. TREADS @ 11") 5'-10" 1'-0 1/2" 503 509 506 9'-10" (CLEAR) 1'-0" 11" (4' - 0" MIN. CLR.) DN 637 MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" 3RD FLOOR 91' - 2" ROOF 104' - 6" 2 B1 A501 (11 EQUAL RISERS) 6' - 4 1/2" (12 EQUAL RISERS) 6' - 11 1/2" (11 EQUAL RISERS) 6' - 4 1/2" (12 EQUAL RISERS) 6' - 11 1/2" DOOR AND FRAME AS SCHEDULED 2-HR. RATED CONC. WALL AS SCHEDULED S31A 9'-10" (CLEAR) 008 633 MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" 3RD FLOOR 91' - 2" ROOF 104' - 6" B2 A501 STAIR 1 S11 STAIR 1 S21 STAIR 1 S31 509 (11 EQUAL RISERS) 6' - 4 1/2" (12 EQUAL RISERS) 6' - 11 1/2" (11 EQUAL RISERS) 6' - 4 1/2" (12 EQUAL RISERS) 6' - 11 1/2" 509 503 503 S31A 19'-10" (CLEAR) 506 506 008 633 632 637 GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A501 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP VERTICAL CIRCULATION - STAIR 1 B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/4" = 1'-0" A501 STAIR 1 - MAIN FLOOR D3 1/4" = 1'-0" A501 STAIR 1 - SECOND FLOOR B3 1/4" = 1'-0" A501 STAIR 1 - THIRD FLOOR B4 1/4" = 1'-0" A501 STAIR 1 SECTION A B2 1/4" = 1'-0" A501 STAIR 1 SECTION B B1 KEYNOTES - NEW WORK # DESCRIPTION 000 - SITE 008 BACKFILL 500 - VERTICAL CIRCULATION 503 ANODIZED ALUMINUM HANDRAIL & GUARDRAIL 506 ANODIZED ALUMINUM HANDRAIL 509 STEEL PAN STAIRS WITH SEALED CONCRETE TREADS 600 - COORDINATION 632 SLAB ON GRADE 633 REINFORCED CONCRETE FOUNDATION - SEE STRUCTURAL 637 PIPING - SEE MEP # No. Description Date F F STORAGE 0003 STAIR 2 S02 0700A S02A B3 A502 B2 A502 B1 A502 ELEV 01 E01 ELEVATOR CTRL E03A 8'-9" (CLEAR) 9'-10" (CLEAR) 7'-0" (CLEAR) (4' - 0" MIN. CLR.) 1'-6" LANDING 4' - 10" 11' - 0" (12 EQ. TREADS @ 11) 5' - 4" 21'-2" (CLEAR) 11" 1'-0" UP 509 503 506 B3 A502 B2 A502 STAIR 2 S32 SECURE STORAGE 3017 S32A 91' - 8" B1 A502 9'-10" (CLEAR) LANDING 4'-10" 9'-2" (10 EQ. TREADS @ 11") 7'-2" (4' - 0" MIN. CLR.) 21'-2" (CLEAR) DN 1'-4" 1'-0" 11" 506 503 509 B3 A502 B2 A502 S22B S22A B1 A502 STAIR 2 S22 9'-10" (CLEAR) 8'-9" (CLEAR) 7'-0" (CLEAR) 1'-4" 4'-11" 10'-1" (11 EQ. TREADS @ 11") LANDING 4'-10" 21'-2" (CLEAR) 1'-0" 9'-2" (10 EQ. TREADS @ 11") 11" 1'-0" 11" DN UP (4' - 0" MIN. CLR.) (4' - 0" MIN. CLR.) 506 503 509 621 MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" 3RD FLOOR 91' - 2" ROOF 104' - 6" B B2 A502 STAIR 2 S02 STAIR 2 S12 STAIR 2 S22 S22B 503 509 (11 EQUAL RISERS) 6' - 4 1/2" (12 EQUAL RISERS) 6' - 11 1/2" (11 EQUAL RISERS) 6' - 4 1/2" (12 EQUAL RISERS) 6' - 11 1/2" (13 EQUAL RISERS) 7' - 6" (13 EQUAL RISERS) 7' - 6" 503 509 503 509 506 506 506 637 4 B3 A502 B1 A502 SECURE STORAGE 3017 STAIR 2 S32 STAIR 2 S22 STAIR 2 S12 STAIR 2 S02 ELEV 01 E01 3' - 0" 3'-0" 3'-0" 514 MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" 3RD FLOOR 91' - 2" ROOF 104' - 6" B2 A502 515 CLEAR 12'-8" 13'-4" 15'-0" 132 A1 A10 4 B2 A502 B1 A502 7'-0" (CLEAR) 8'-9" (CLEAR) 514 WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. 1/4" = 1'-0" A502 ELEVATOR 01 & STAIR 2 - LOWER FLOOR B5 1/4" = 1'-0" A502 ELEVATOR 01 & STAIR 2 - MAIN FLOOR & SECOND FLOOR D3 1/4" = 1'-0" A502 ELEVATOR 01 & STAIR 2 - THIRD FLOOR D4 1/4" = 1'-0" A502 STAIR 2 SECTION A B3 1/4" = 1'-0" A502 ELEVATOR 1 SECTION A B2 1/4" = 1'-0" A502 ELEVATOR 1 SECTION B B1 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A502 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP VERTICAL CIRCULATION - STAIR 2 & ELEVATOR 1 B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 No. Description Date 1/4" = 1'-0" A502 ELEVATOR 01 - PIT B4 KEYNOTES - NEW WORK 100 - WALLS AND OPENINGS 132 LIGHTWEIGHT CONCRETE ON METAL DECK 500 - VERTICAL CIRCULATION 503 ANODIZED ALUMINUM HANDRAIL & GUARDRAIL 506 ANODIZED ALUMINUM HANDRAIL 509 STEEL PAN STAIRS WITH SEALED CONCRETE TREADS 514 ELEVATOR SUMP PUMP, SEE ELEVATOR SHOP DRAWINGS FOR EXACT SIZE AND LOCATION 515 ELEVATOR HOIST BEAM, SEE ELEVATOR SHOP DRAWINGS FOR EXACT SIZE AND LOCATION 600 - COORDINATION 621 PIPE/ DUCT CHASE - SEE MEP 637 PIPING - SEE MEP MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" 3RD FLOOR 91' - 2" ROOF 104' - 6" B A.2 B1 A503 17'-8" (CLEAR) 515 516 516 516 516 516 MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" 3RD FLOOR 91' - 2" ROOF 104' - 6" B2 A503 7'-0" (CLEAR) 514 515 CLEAR 12'-8" 13'-4" 13'-4" 15'-0" PIT 5'-0" 1'-4" 516 516 516 516 516 B2 A503 B1 A503 ELEVATOR CTRL E01A 17'-8" (CLEAR) 7'-0" (CLEAR) E01A B2 A503 B1 A503 514 514 WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. 1/4" = 1'-0" A503 ELEVATOR 2 & 3 - LOWER FLOOR (MAIN & 2ND FLOOR SIMILAR) D3 1/4" = 1'-0" A503 ELEVATOR 2 & 3 SECTION A B2 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A503 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP VERTICAL CIRCULATION - ELEVATOR 2 & 3 B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/4" = 1'-0" A503 ELEVATOR 2 & 3 SECTION B B1 1/4" = 1'-0" A503 ELEVATOR 2 & 3 - PIT B3 No. Description Date KEYNOTES - NEW WORK 500 - VERTICAL CIRCULATION 514 ELEVATOR SUMP PUMP, SEE ELEVATOR SHOP DRAWINGS FOR EXACT SIZE AND LOCATION 515 ELEVATOR HOIST BEAM, SEE ELEVATOR SHOP DRAWINGS FOR EXACT SIZE AND LOCATION 516 ELEVATOR DIVIDER BEAM, SEE ELEVATOR SHOP DRAWINGS FOR EXACT SIZE AND LOCATION MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" 3RD FLOOR 91' - 2" ROOF 104' - 6" 8 B1 A504 7.1 (11 EQUAL RISERS) 6' - 4 1/2" (12 EQUAL RISERS) 6' - 11 1/2" (11 EQUAL RISERS) 6' - 4 1/2" (12 EQUAL RISERS) 6' - 11 1/2" (12 EQUAL RISERS) 6' - 11 1/2" 509 503 509 503 509 503 506 506 MAIN FLOOR 64' - 6" 2ND FLOOR 77' - 10" LOWER FLOOR 49' - 6" 3RD FLOOR 91' - 2" ROOF 104' - 6" E B2 A504 3'-0" 3'-0" 3'-0" 21'-0" (CLEAR) B2 A504 B1 A504 10'-6" (CLEAR) 11" 10'-1" (11 EQ. TREADS @ 11") 7'-0" 9'-2" (10 EQ. TREADS @ 11") LANDING 4'-10" 21'-0" (CLEAR) DN UP S23A 1'-0" 11" 1'-0" (4' - 0" MIN. CLR.) (4' - 0" MIN. CLR.) 506 509 503 B2 A504 B1 A504 (CLR) 21'-0" STAIR 3 S33 CORRIDOR 3000 10'-6" (CLEAR) 7'-0" 9'-2" (10 EQ. TREADS @ 11") LANDING 4'-10" 21'-0" (CLEAR) S33A (4' - 0" MIN. CLR.) 1'-0" 11" DN 506 509 503 B2 A504 STAIR 3 S03 B1 A504 4'-3" 11'-11" (13 EQ. TREADS @11") LANDING 4'-10" 3'-10 1/2" 10'-6" (CLEAR) 21'-0" (CLEAR) S03A 11" 1'-0" UP (4' - 0" MIN. CLR.) 503 509 506 WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A504 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP VERTICAL CIRCULATION - STAIR 3 B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/4" = 1'-0" A504 STAIR 3 - LOWER FLOOR PLAN D3 1/4" = 1'-0" A504 STAIR 3 - MAIN & SECOND FLOOR PLAN C3 1/4" = 1'-0" A504 STAIR 3 - THIRD FLOOR C4 1/4" = 1'-0" A504 STAIR 3 SECTION A B2 1/4" = 1'-0" A504 STAIR 3 SECTION B B1 No. Description Date KEYNOTES - NEW WORK 500 - VERTICAL CIRCULATION 503 ANODIZED ALUMINUM HANDRAIL & GUARDRAIL 506 ANODIZED ALUMINUM HANDRAIL 509 STEEL PAN STAIRS WITH SEALED CONCRETE TREADS 1. 2. 3. 4. 5. PRIOR TO FABRICATION, FIELD VERIFY ALL DIMENSIONS. REFER TO A602 FOR HEAD, JAMB, AND SILL DETAILS. REFER TO PROJECT MANUAL FOR HARDWARE SETS. SMOKE RATED DOORS SHALL NOT BE UNDERCUT IN EXCESS OF THE CLEARANCE PERMITTED IN ACCORDANCE WITH NFPA 80. WINDOW ASSEMBLIES MUST BE IMPACT-RESISTANT (SMALL & LARGE MISSILE) WITHOUT THE USE OF SHUTTERS. GENERAL DOOR AND WINDOW NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A601 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP DOOR SCHEDULE B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 DOOR AND HARDWARE SCHEDULE DOOR # ROOM FIRE RATING DOOR FRAME HARDWARE COMMENTS DOOR # # NAME DOOR SIZE TYPE DOOR MATERIAL DOOR FINISH FRAME TYPE FRAME MATERIAL FRAME FINISH WIDTH HEIGHT THICKNESS LOWER FLOOR 0000A 0000A CHILLER ENCLOSURE 5' - 0" 7' - 0" 1 3/4" DF HM PAINT DHM HM PAINT CARD READER 0000A 0001A 0001 LOBBY 6' - 0" 7' - 0" DSF ALUM ANOD DSF ALUM ANOD CARD READER 0001A 0002A 0002 DIPS CORRIDOR - 3' - 0" 7' - 0" 1 3/4" SF ALUM ANOD SF ALUM ANOD CARD READER 0002A 0003A 0003 STORAGE 3' - 0" 7' - 0" 1 3/4" F HM PAINT HM HM PAINT 0003A 0004A 0004 PUBLIC TOILET 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0004A 0005A 0005 PUBLIC TOILET 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0005A 0006A 0006 CUST. 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0006A 0007A 0007 STAFF WC 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 0007A 0008A 0008 BREAKROOM 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 0008A 0009A 0009 CONF. ROOM 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 0009A 0011A 0011 PUMP 6' - 0" 7' - 0" 1 3/4" DF HM PAINT DHM HM PAINT 0011A 0012A 0012 FIRE PUMP 45 MIN 6' - 0" 7' - 0" 1 3/4" DF HM PAINT DHM HM PAINT 0012A 0100A 0001 LOBBY 5' - 0" 7' - 0" 1 3/4" DF WOOD STAIN DHM HM PAINT 0100A 0100B 0100 OPS CORRIDOR 3' - 0" 7' - 0" 1 3/4" F HM PAINT MM HM PAINT 0100B 0101A 0101 MECHANICAL 6' - 0" 7' - 0" 1 3/4" DF HM PAINT DHM HM PAINT 0101A 0102A 0102 ELECTRICAL / IT 3' - 0" 7' - 0" 1 3/4" F HM PAINT HM HM PAINT 0102A 0103A 0103 TOOLS 4' - 0" 7' - 0" 1 3/4" DF HM PAINT DHM HM PAINT 0103A 0104A 0104 TOOLS 5' - 0" 7' - 0" 1 3/4" DF HM PAINT DHM HM PAINT 0104A 0105A 0105 WORKSHOP 3' - 0" 7' - 0" 1 3/4" N HM PAINT HM HM PAINT 0105A 0106A 0106 TRANSPORT. DIRECTOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 0106A 0107A 0107 DIRECTOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 0107A 0108A 0108 CUSTODIAL OFFICE 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 0108A 0109A 0109 DRIVERS' LOUNGE 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 0109A 0109B 0109 DRIVERS' LOUNGE 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 0109B 0109C 0109 DRIVERS' LOUNGE 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0109C 0110A 0110 CUST. SUPPLY 5' - 0" 7' - 0" 1 3/4" DF HM PAINT DHM HM PAINT 0110A 0110B 0100 OPS CORRIDOR 5' - 0" 7' - 0" 1 3/4" DF HM PAINT DHM HM PAINT 0110B 0200A 0200 SCA CORRIDOR - 3' - 0" 7' - 0" 1 3/4" SF ALUM ANOD SF ALUM ANOD CARD READER 0200A 0200B 0002 DIPS CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 0200B 0200C 0200 SCA CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 0200C 0202A 0202 APS CASE WORKER 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0202A 0203A 0203 APS CASE WORKER 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0203A 0204A 0204 APS CASE WORKER 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0204A 0205A 0205 SNR NUTR. AIDE 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 0205A 0207A 0207 NUTR. DIRECTOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 0207A 0208A 0208 HOME DIRECTOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 0208A 0209A 0209 FGRS DIRECTOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 0209A 0210A 0210 SCEP. DIRECTOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 0210A 0211A 0211 FCP ASST. DIRECTOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 0211A 0212A 0212 SUPPLIES 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0212A 0214A 0214 ASST. ADMIN 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 0214A 0215A 0215 ADMINISTRATOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 0215A 0216A 0216 FCP CASE WORKER 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 0216A 0217A 0217 I&R ID STAFF 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 0217A 0218A 0218 I&R DIRECTOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 0218A 0222A 0222 APS CASE WORKER 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0222A 0223A 0223 APS CASE WORKER 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0223A 0224A 0224 APS DIR. OFFICE 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0224A 0300A 0300 CORRIDOR - 3' - 0" 7' - 0" 1 3/4" SF ALUM ANOD SF ALUM ANOD CARD READER 0300A 0300B 0300 CORRIDOR 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 0300B 0301A 0302 SOCIAL WORKER 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0301A 0302A 0302 SOCIAL WORKER 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0302A 0303A 0303A WORKROOM 3' - 6" 7' - 0" 1 3/4" CO - CO HM PAINT 0303A 0304A 0304 HOLDING ROOM 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT ANTI-LIGATURE HARDWARE & SPECIAL LOCKING 0304A 0304B 0304A DETAINEE TOILET 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT ANTI-LIGATURE HARDWARE & SPECIAL LOCKING 0304B 0305A 0305 RECORDS 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0305A 0306A 0306 SOCIAL WORKER 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0306A 0307A 0307 DISTRICT MANAGER 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0307A 0308A 0308 SOCIAL WORKER 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0308A 0309A 0309 SOCIAL WORKER 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0309A 0500A 0002 DIPS CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 0500A 0502A 0502 SOCIAL WORKER 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0502A 0503A 0503 ADMINISTRATOR 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0503A 0505A 0505 RECORDS 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 0505A 0700A 0700 TENANT LOBBY - 3' - 0" 7' - 0" 1 3/4" SF ALUM ANOD SF ALUM ANOD CARD READER 0700A E01A E01A ELEVATOR CTRL 6' - 0" 7' - 0" 1 3/4" DF HM PAINT DHM HM PAINT E01A E03A E03A ELEVATOR CTRL 4' - 0" 7' - 0" 1 3/4" DF HM PAINT DHM HM PAINT E03A S02A S02 STAIR 2 90 MIN 3' - 0" 7' - 0" 1 3/4" F HM PAINT MM HM PAINT CARD READER S02A S03A S03 STAIR 3 90 MIN 3' - 0" 7' - 0" 1 3/4" F HM PAINT MM HM PAINT CARD READER S03A MAIN FLOOR - 3' - 0" 7' - 0" 1 3/4" SF ALUM SF ALUM 1001A 1001 LOBBY 6' - 0" 7' - 0" DSF ALUM ANOD DSF ALUM ANOD 1001A 1001B 1001 LOBBY - 3' - 0" 7' - 0" 1 3/4" SF ALUM ANOD SF ALUM ANOD CARD READER 1001B 1001C 1001C DFA/MAP CORRIDOR 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HM HM PAINT 1001C 1001D 1001 LOBBY 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 1001D 1001E 1001 LOBBY 2' - 6" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1001E 1003A 1003 TELECOM 3' - 0" 7' - 0" 1 3/4" F HM STAIN HM HM PAINT 1003A 1003B 1003A ELECTRICAL 3' - 0" 7' - 0" 1 3/4" F HM STAIN HM HM PAINT 1003B 1004A 1004 MECHANICAL 6' - 0" 7' - 0" 1 3/4" DF WOOD STAIN DHM HM PAINT 1004A 1005A 1005 PUBLIC TOILETS (M) 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1005A 1006A 1006 PUBLIC TOILETS (W) 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1006A 1007A 1007 CUSTODIAL 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1007A 1009A 1009 SECURITY OFFICE 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 1009A 1010A 1010 FLEX STATION 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 1010A 1011A 1011 LACTATION 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1011A 1012A 1012 CONFERENCE 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 1012A 1013A 1013 BREAKROOM 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1013A 1014A 1014 STAFF TOILETS (M) 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1014A 1015A 1015 STAFF TOILETS (W) 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1015A 1019A 1019 EXIT CORRIDOR 3' - 0" 7' - 0" 1 3/4" F HM PAINT HM HM PAINT CARD READER 1019A 1100A 1001 LOBBY 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 1100A 1100B 1100 VR CORRIDOR - 3' - 0" 7' - 0" 1 3/4" SF ALUM ANOD SF ALUM ANOD CARD READER 1100B 1103A 1103 TRANS. COOR. 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1103A 1105A 1105 COUNSELOR 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1105A 1106A 1106 COUNSELOR 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1106A 1107A 1107 SUPPLIES 4' - 0" 7' - 0" 1 3/4" F WOOD STAIN DHM HM PAINT 1107A 1108A 1108 ADMINISTRATOR 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1108A 1109A 1109 DISTRICT MGR 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1109A 1110A 1110 COUNSELOR 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1110A 1111A 1111 COUNSELOR 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1111A 1112A 1100 VR CORRIDOR - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 1112A 1112B 1112 MULTIP. 2' - 6" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1112B 1113A 1113 AMBUL. WC 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1113A 1114A 1114 FILES 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1114A 1200A 1200 STRIVE CORRIDOR 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 1200A 1201A 1201 RESTROOM (M) 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1201A 1202A 1202 RESTROOM (W) 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1202A 1204A 1204 TABLE STORAGE 5' - 0" 7' - 0" 1 3/4" DF WOOD STAIN DHM HM PAINT 1204A 1205A 1205A PANTRY 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 1205A 1205B 1205 KITCHEN 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3/4 HEIGHT SS KICK PLATE 1205B 1206A 1206 CONGREGATE ROOM 6' - 0" 7' - 0" DSF ALUM ANOD DSF ALUM ANOD CARD READER 1206A 1207B 1208 BREAKOUT 1 16' - 0" 6' - 8" 2" M MOVEABLE ACOUSTIC WALL SYSTEM 1207B 1208A 1206 CONGREGATE ROOM 18' - 0" 8' - 0" 2" M MOVEABLE ACOUSTIC WALL SYSTEM 1208A DOOR AND HARDWARE SCHEDULE DOOR # ROOM FIRE RATING DOOR FRAME HARDWARE COMMENTS DOOR # # NAME DOOR SIZE TYPE DOOR MATERIAL DOOR FINISH FRAME TYPE FRAME MATERIAL FRAME FINISH WIDTH HEIGHT THICKNESS 1209A 1209 NURSE 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1209A 1210A 1210 STORAGE 5' - 0" 7' - 0" 1 3/4" DF WOOD STAIN DHM HM PAINT 1210A 1211A 1211 SHARED OFFICE (5) 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 1211A 1212A 1212 DIRECTOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 1212A 1300B 1300 DFA/MAP CORRIDOR 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 1300B 1301A 1301 CC CASE WRK 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1301A 1303A 1303 CC CASE WRK 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1303A 1304A 1304 DIRECTOR CERT. 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1304A 1304B 1304 DIRECTOR CERT. 2' - 6" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1304B 1305A 1305 CC SUPER 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1305A 1400A 1400 DFA CORRIDOR 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 1400A 1400B 1400 DFA CORRIDOR 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 1400B 1401A 1401 CLAIMS RECORDS 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 1401A 1402A 1402 CLAIMS TELLERS - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 1402A 1403A 1403 ISSUANCE RECORDS 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 1403A 1406A 1406 DIRECTOR SUPPORT 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 1406A 1407A 1407 ISSUANCE SUPER 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 1407A 1408A 1408 SYSTEMS ANALYSTS (3) - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 1408A 1500A 1020 DFA/MAP LOBBY 6' - 0" 6' - 11" DSF ALUM ANOD DSF ALUM ANOD 1500A 1500B 1020 DFA/MAP LOBBY 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 1500B 1500C 1500 DFA CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 1500C 1502A 1502 ELIG. SUPER 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 1502A 1504A 1504 DFA FILES 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 1504A 1505A 1505 ELIG. SUPER 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 1505A 1506A 1506 MAP FILES 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 1506A 1507A 1507 ELIG. SUPER 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 1507A 1508A 1508 EE SUPER 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 1508A 1510A 1510 EE SUPER 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 1510A 1511A 1511 DFA SUPPLIES 3' - 0" 7' - 0" 1 3/4" DF WOOD STAIN DHM HM PAINT 1511A 1511B 1511 DFA SUPPLIES 3' - 0" 7' - 0" 1 3/4" DF WOOD STAIN DHM HM PAINT 1511B 1600A 1020 DFA/MAP LOBBY 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 1600A 1601A 1601A EE CLERK - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 1601A 1601N 1601N EE CLERK - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 1601N 1700A - 3' - 0" 7' - 0" 1 3/4" SF ALUM ANOD SF ALUM ANOD CARD READER 1700A G1A G1 GENERATOR ENCLOSURE 3' - 0" 7' - 0" 1 3/4" F HM PAINT HM HM PAINT G1A S11A 1019 EXIT CORRIDOR 90 MIN 3' - 0" 7' - 0" 1 3/4" F HM PAINT MM HM PAINT S11A S12A S12 STAIR 2 90 MIN 3' - 0" 7' - 0" 1 3/4" F HM PAINT MM HM PAINT S12A S13A S13 STAIR 3 90 MIN 3' - 0" 7' - 0" 1 3/4" F HM PAINT MM HM PAINT S13A 2ND FLOOR 2000A 2000B CORRIDOR 3' - 0" 7' - 0" 1 3/4" F HM PAINT HM HM PAINT CARD READER 2000A 2001A 2001 FAMILY WAITING - 3' - 0" 7' - 0" 1 3/4" HG ALUM ANOD SF ALUM ANOD 2001A 2001B 2001 FAMILY WAITING 5' - 0" 7' - 0" 1 3/4" DF WOOD STAIN DHM HM PAINT 2001B 2002A 2002 TELE/ELEC 3' - 0" 7' - 0" 1 3/4" F HM PAINT HM HM PAINT 2002A 2003A 2003 MECHANICAL 6' - 0" 7' - 0" 1 3/4" DF WOOD STAIN DHM HM PAINT 2003A 2004A 2004 CUSTODIAL 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 2004A 2005B 2005 PUBLIC TOILETS (M) 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 2005B 2006B 2006 PUBLIC TOILETS (W) 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 2006B 2007A 2007 FLEX WORKSTATIONS 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 2007A 2008A 2008 LACTATION 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 2008A 2009A 2009 BREAKROOM 3' - 0" 7' - 0" 1 3/4" F WOOD PAINT HM HM PAINT 2009A 2010A 2010 CONFERENCE 3' - 0" 7' - 0" 1 3/4" N WOOD PAINT HM HM PAINT 2010A 2010B 2010 CONFERENCE 19' - 0" 8' - 0" 2" M MOVEABLE ACOUSTIC WALL SYSTEM 2010B 2011A 2011 STAFF TOILETS (M) 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 2011A 2012A 2012 STAFF TOILETS (W) 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 2012A 2100A 2100 HEAD START CORRIDOR - 3' - 0" 7' - 0" 1 3/4" HG ALUM ANOD SF ALUM ANOD 2100A 2100B 2100 HEAD START CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 2100B 2100C 2100 HEAD START CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 2100C 2101A 2100 HEAD START CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 2101A 2102A 2102 HEALTH COORDINATOR - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 2102A 2103A 2103 DISABILITY COORDINATOR - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 2103A 2104A 2100 HEAD START CORRIDOR - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT CARD READER 2104A 2106A 2106 UTILITY 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 2106A 2107A 2107 RECORDS 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 2107A 2109A 2109 EDUCATION SUPERVISOR - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 2109A 2110A 2110 RECORDS 3' - 0" 7' - 0" 1 3/4" F HM PAINT HM HM PAINT CARD READER 2110A 2111A 2111 EDUCATION COORDINATOR - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 2111A 2112A 2112 PARENT INVOLVEMENT COORDINATOR - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 2112A 2113A 2113 ADMINISTRATOR 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 2113A 2114A 2114 HEAD START EQUIPMENT STORAGE 5' - 0" 7' - 0" 1 3/4" DF WOOD STAIN DHM HM PAINT 2114A 2115A 2115 HEAD START EQUIPMENT STORAGE 3' - 0" 7' - 0" 1 3/4" F WOOD PAINT HM HM PAINT 2115A 2200A 2000B CORRIDOR 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 2200A 2201A 2000C CORRIDOR 1 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 2201A 2201B 2201 WAITING ROOM 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 2201B 2202A 2202 INTERVIEW 1 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 2202A 2203A 2203 INTERVIEW 2 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 2203A 2205A 2200 INTAKE CORRIDOR - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 2205A 2206A 2206 DISTRICT MANAGER - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 2206A 2206B 2206 DISTRICT MANAGER 2' - 6" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 2206B 2209A 2209 RECORDS 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 2209A 2300A 2300 DCFS CORRIDOR 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 2300A 2300B 2300 DCFS CORRIDOR 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 2300B 2302A 2302 RECORDS 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 2302A 2303A 2303 VISITATION ROOM - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 2303A 2304A 2304 OFFICE MANAGER - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 2304A 2305A 2305 DISTRICT MANAGER PROTECTIVE SERVICES - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 2305A 2306A 2306 DISTRICT MANAGER FOSTER CARE - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 2306A 2307A 2307 ADMINISTRATOR - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 2307A 2309A 2309 STORAGE 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 2309A 2310A 2310 DONATION STORAGE 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 2310A 2400A 2400 OCCRS CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 2400A 2401A 2401 STORAGE 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 2401A 2402A 2402 SUPPLIES 4' - 0" 7' - 0" 1 3/4" F WOOD STAIN DHM HM PAINT 2402A 2403A 2403 INFANTS & TODDLER SPECIALIST - 3' - 2" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 2403A 2404A 2404 RECORDS 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 2404A 2405A 2405 ADMINISTRATOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 2405A 2407A 2407 DIRECTOR - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 2407A S21A S21 STAIR 1 90 MIN 3' - 0" 7' - 0" 1 3/4" F HM PAINT MM HM PAINT S21A S22A S22 STAIR 2 90 MIN 3' - 0" 7' - 0" 1 3/4" F HM PAINT MM HM PAINT CARD READER S22A S22B S22 STAIR 2 90 MIN 3' - 0" 7' - 0" 1 3/4" F HM PAINT MM HM PAINT CARD READER S22B S23A S23 STAIR 3 90 MIN 3' - 0" 7' - 0" 1 3/4" F HM PAINT MM HM PAINT CARD READER S23A 3RD FLOOR 3000A 3000 CORRIDOR 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 3000A 3001A 3001 TRAINING ROOM 6' - 0" 7' - 0" 1 3/4" DF WOOD STAIN DHM HM PAINT CARD READER 3001A 3001B 3001 TRAINING ROOM 6' - 0" 7' - 0" 1 3/4" DF WOOD STAIN DHM HM PAINT CARD READER 3001B 3001C 3001C PREP AREA 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3001C 3001D 3001 TRAINING ROOM 26' - 0" 10' - 0" 2" I MOVEABLE ACOUSTIC WALL SYSTEM 3001D 3002A 3002 FLEX STATIONS 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3002A 3003A 3000 CORRIDOR 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3003A DOOR AND HARDWARE SCHEDULE DOOR # ROOM FIRE RATING DOOR FRAME HARDWARE COMMENTS DOOR # # NAME DOOR SIZE TYPE DOOR MATERIAL DOOR FINISH FRAME TYPE FRAME MATERIAL FRAME FINISH WIDTH HEIGHT THICKNESS 3004A 3004 MECHANICAL 6' - 0" 7' - 0" 1 3/4" DF WOOD STAIN DHM HM PAINT 3004A 3005B 3005 PUBLIC TOILETS (M) 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3005B 3006B 3006 PUBLIC TOILETS (W) 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3006B 3007A 3007 CUSTODIAL 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3007A 3009A 3009 LACTATION 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3009A 3010A 3010 SHARED BREAKROOM 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3010A 3014A 3014 STAFF TOILETS (M) 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3014A 3015A 3015 STAFF TOILETS (W) 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3015A 3016A 3016 UTILITY 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3016A 3017A 3017 SECURE STORAGE 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 3017A 3021A 3021 JOBS LAB 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 3021A 3100A 3100 CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3100A 3100B 3000 CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3100B 3101A 3101 DEPUTY COMMISIONER 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3101A 3103A 3103 STORAGE 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3103A 3104A 3104 ASST. DC 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3104A 3105A 3105 STX DC OFFICE 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3105A 3106A 3106 CAPITAL PROJECTS 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3106A 3200A 3200 DFA/MAP CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 3200A 3200B 3000 CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 3200B 3201A 3201 FRAUD INVESTIG. 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3201A 3202A 3202 PE SPEC. 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3202A 3203A 3203 PE SPEC. 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3203A 3204A 3204 PE SPEC. 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3204A 3205A 3205 ASST. DIRECTOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3205A 3206A 3200 DFA/MAP CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3206A 3207A 3207 PI ANALYST 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3207A 3208A 3208 PE SPEC 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3208A 3209A 3209 QC REVIEWER 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3209A 3211A 3211 PI DIRECTOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3211A 3212A 3212 EMPLOYMENT TRAINING OFFICER 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3212A 3213A 3213 (2) QC SUPER & REV. - 3' - 0" 7' - 0" 1 3/4" FG WOOD STAIN HMS HM PAINT 3213A 3214A 3214 (2) PREP - 3' - 0" 7' - 0" 1 3/4" FG WOOD STAIN HMS HM PAINT 3214A 3214B 3214 (2) PREP 4' - 0" 7' - 0" 1 3/4" F WOOD STAIN DHM HM PAINT 3214B 3217A 3200 DFA/MAP CORRIDOR - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 3217A 3218A 3200 DFA/MAP CORRIDOR - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 3218A 3219A 3200 DFA/MAP CORRIDOR - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 3219A 3220A 3220 DFA RECORDS 2' - 6" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 3220A 3221A 3221 ADMINISTRATOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3221A 3222A 3222 MANAGEMENT EVAL 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3222A 3223A 3223 DISTRICT MGR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3223A 3224A 3224 FRAUD INVESTIG. 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3224A 3225A 3225 FRAUD INVESTIG. 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3225A 3226A 3226 EMPLOYMENT TRAINING OFFICER 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3226A 3227A 3227 EMPLOYMENT TRAINING OFFICER 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3227A 3228A 3228 FRAUD RECORDS 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 3228A 3229A 3229 MAP RECORDS 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 3229A 3230A 3230 MAP STORAGE 2' - 6" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3230A 3300A 3300 HR CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 3300A 3302A 3302 RECORDS 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 3302A 3305A 3305 GENERALIST 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3305A 3307A 3307 CONFERENCE 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3307A 3308A 3308 DEPUTY COMMISSIONER 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3308A 3309A 3309 GENERALIST 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3309A 3310A 3310 LABOR RELATIONS 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3310A 3400A 3000 CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 3400A 3400B 3400 MIS CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3400B 3401A 3401 SERVER CENTER 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3401A 3404A 3404 NETWORK MANAGER 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3404A 3405A 3405 SYSTEMS MANAGER 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3405A 3406A 3406 DIRECTOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3406A 3500A 3000 CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 3500A 3500B 3000A CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 3500B 3500C 3500 FISCAL CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 3500C 3503A 3503 PAYROLL SUPER 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3503A 3505A 3505 AUDIT DIRECTOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3505A 3506A 3500 FISCAL CORRIDOR - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 3506A 3507A 3500 FISCAL CORRIDOR - 3' - 0" 7' - 0" 1 3/4" HG WOOD STAIN HMS HM PAINT 3507A 3508A 3508 CFO 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3508A 3508B 3508A PRIVATE WC 2' - 6" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 3508B 3509A 3509 DIRECTOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3509A 3510A 3510 DIRECTOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3510A 3511A 3511 AUDIT DIRECTOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3511A 3512A 3512 CONFERENCE 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3512A 3513A 3513 RECORDS 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 3513A 3600B 3000 CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3600B 3601A 3601 INTERNAL WORKROOM 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3601A 3602A 3000 CORRIDOR - 3' - 0" 7' - 0" 1 3/4" HG ALUM ANOD SF ALUM ANOD CARD READER 3602A 3605A 3604 MAIL ROOM 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3605A 3606A 3606 CONTRACT ADMIN 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3606A 3607A 3607 COMMS 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3607A 3608A 3608 LEGAL COUNSEL 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 3608A 3609A 3600 OTC CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 3609A 3610A 3610 EXEC. PM 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3610A 3611A 3611 INTERNAL BREAKROOM 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3611A 3612A 3612 ADA TOILET 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3612A 3613A 3613 STT/STJ AC 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 3613A 3613B 3613A PRIVATE WC 2' - 6" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3613B 3615A 3615 CONFERENCE 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3615A 3616A 3616 COMMISSIONER 3' - 0" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT CARD READER 3616A 3616B 3616B PRIVATE WC 2' - 6" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3616B 3617A 3617 DIR. COMMUNITY ENGAGE. 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3617A 3620A 3620 FILES 2' - 6" 7' - 0" 1 3/4" F WOOD STAIN HM HM PAINT 3620A 3700A 3000 CORRIDOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 3700A 3702A 3702 ASSET DIRECTOR 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT 3702A 3703A 3703 CPO 3' - 0" 7' - 0" 1 3/4" N WOOD STAIN HM HM PAINT CARD READER 3703A 3704A 3704 ASSET STORAGE 4' - 0" 7' - 0" 1 3/4" DF HM PAINT DHM HM PAINT CARD READER 3704A 3704B 3704 ASSET STORAGE 4' - 0" 7' - 0" 1 3/4" DF HM PAINT DHM HM PAINT CARD READER 3704B S31A S31 STAIR 1 90 MIN 3' - 0" 7' - 0" 1 3/4" F HM PAINT MM HM PAINT CARD READER S31A S32A S32 STAIR 2 90 MIN 3' - 0" 7' - 0" 1 3/4" F HM PAINT MM HM PAINT CARD READER S32A S33A S33 STAIR 3 90 MIN 3' - 0" 7' - 0" 1 3/4" F HM PAINT MM HM PAINT CARD READER S33A No. Description Date TENANT LOBBY SCHEDULED WIDTH SCHEDULED HEIGHT F FLUSH DOOR SF *PROVIDE IMPACT RESISTANT GLASS AT EXTERIOR DOORS SCHEDULED WIDTH SCHEDULED HEIGHT 6" 10" 6" 6" FINISH FLOOR SCHEDULED WIDTH SCHEDULED HEIGHT N NARROW VISION 8" 6" 2' - 6" 8" SCHEDULED WIDTH SCHEDULED HEIGHT HG HALF GLASS 8" EQ 2' - 0" EQ FG FULL GLASS SCHEDULED WIDTH SCHEDULED HEIGHT 6" 12" 6" 6" SCHEDULED WIDTH SCHEDULED HEIGHT V VISION DOOR CO CASED OPENING UO UNCASED OPENING OPEN OPEN SCHEDULED WIDTH SCHEDULED WIDTH SCHEDULED HEIGHT L LOUVER FL FULL LOUVER SCHEDULED WIDTH SCHEDULED WIDTH SCHEDULED HEIGHT SCHEDULED HEIGHT SCHEDULED WIDTH SCHEDULED HEIGHT RU ROLL UP DOOR SCHEDULED HEIGHT SCHEDULED WIDTH SCHEDULED HEIGHT DF DOUBLE FLUSH DSF DOUBLE STOREFRONT SCHEDULED WIDTH SCHEDULED HEIGHT GL1 GL1 6" 6" 6" 6" 6" GL1 GL1 SCHEDULED WIDTH SCHEDULED HEIGHT DN DOUBLE NARROW VISION 6" 8" 8" 6" 2' - 6" 8" SCHEDULED WIDTH SCHEDULED HEIGHT DV DOUBLE VISION SCHEDULED WIDTH SCHEDULED HEIGHT DP DOUBLE POCKET DOOR EQ EQ EQ EQ EQ EQ EQ EQ DL DOUBLE LOUVER SCHEDULED WIDTH EQ EQ DFL DOUBLE FULL LOUVER SCHEDULED WIDTH EQ EQ DHG DOUBLE HALF GLASS SCHEDULED WIDTH EQ EQ EQ 2' - 0" EQ EQ 2' - 0" EQ 8" DFG DOUBLE FULL GLASS SCHEDULED WIDTH EQ EQ 8" 6" 6" 6" 6" 1' - 0" SCHEDULED HEIGHT SCHEDULED HEIGHT SCHEDULED HEIGHT SCHEDULED HEIGHT 2" SEE SCHEDULE 2" WIDTH SCHED 2" FINISH FLOOR HM HOLLOW METAL FRAME, PAINTED 2 3/8" SEE SCHEDULE 2 3/8" WIDTH SCHED 2 3/8" HMP POCKET DOORS - HOLLOW METAL FRAME, PAINTED 2" SEE SCHEDULE 2" WIDTH SCHED 2" DHM DOUBLE DOORS - HOLLOW METAL FRAME, PAINTED 2" SEE SCHEDULE 2" WIDTH SCHED 2" HMS HOLLOW METAL FRAME W/SIDELIGHT, PAINTED B3 A601 B2 A601 A2 A601 B1 A601 B4 A601 SEE SCHEDULE RUF ROLL UP DOOR - FRAME AA AAA AA AAA A2 A601 A2 A601 A2 A601 A3 A601 A2 A601 A2 A601 A2 A601 AA A601 B3 A601 4" SEE SCHEDULE 2" WIDTH SCHED 2" MM EXTERIOR HOLLOW METAL FRAME, PAINTED XX XXX XX XXX XX XXX 2" SEE SCHEDULE 2" WIDTH SCHED 2" DE DOUBLE EGRESS - HOLLOW METAL FRAME, PAINTED A2 A601 A2 A601 A2 A601 NOT TO SCALE DOOR ELEVATIONS 1/4" = 1'-0" DOOR FRAME ELEVATIONS REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A602 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP DOOR AND FRAME ELEVATIONS/TYPES B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 No. Description Date 1'-11" 4'-1" 3'-0" 3'-3 3/4" 3'-8 1/4" 7'-0" 9'-0" 7'-0" 3'-0" G1 G1 G1 G1 2'-4 1/4" 6'-2 1/2" 2'-4 1/4" 1'-11" 4'-1" 3'-0" 9'-0" 10'-11" 6'-0" 7'-0" G1 G1 G1 G1 G1 G1 G1 3'-0 1/4" 3'-2 1/2" 3'-0 1/4" 1'-11" 4'-1" 3'-0" 9'-0" 9'-3" 7'-0" G1 G1 G1 G1 3'-0" G1 G1 G1 SF3 9'-0" 7'-0" 7'-0" 3'-0" 3'-8 1/4" 3'-3 3/4" 1'-11" 4'-1" 3'-0" G1 G1 G1 G1 SF5 1'-11" 7'-1" 9'-0" 6'-5" 7'-0" 6'-0" G1 SF4 SF6 G1 G1 G1 G1 G1 G1 G1 EQ EQ EQ EQ EQ EQ EQ 23'-4" 3'-0" 1'-0" 3'-0" 7'-0" 3'-4" 3'-4" 3'-4" 3'-0" 1'-0" 3'-0" 7'-0" 10'-0" SF7 G1 G1 G1 G1 G1 G1 6'-8" 3'-4" 3'-4" 3'-0" SF8 3'-4" G1 G1 W2 3'-6" 5'-0" G1 3'-6" 4'-0" W3 G1 W4 7'-0" EQ EQ 4'-0" G1 G1 6'-0" 3'-6" W1 G1 W5 3'-6" 2'-0" G1 2'-8 1/4" 3'-3 3/4" 1'-11" 4'-1" 3'-0" 9'-0" 7'-0" 3'-0" G1 G1 G1 G1 6'-0" 1'-9" 3'-2 1/2" 1'-10 1/2" 6'-10" 1'-11" 4'-1" 3'-0" 9'-0" 7'-0" 3'-0" G1 G1 G1 G1 G1 G1 G1 11'-11 1/2" 2'-10 1/2" 6'-2 1/2" 2'-10 1/2" 1'-11" 4'-1" 3'-0" 9'-0" 7'-0" 6'-0" G1 G1 G1 G1 G1 G1 G1 GLAZING TYPES LEGEND (G2) INTERIOR 1/4" CLEAR TEMPERED GLASS (SEE SPECIFICATIONS) (G1) (G2) (G1) EXTERIOR 1-5/16" INSULATED GLASS UNIT, WIND- AND IMPACT-RATED SYSTEM; REFER TO WIND/PRESSURE DESIGN CRITERIA ON STRUCT DWGS AND SPECIFICATIONS (G3) EXTERIOR SPANDREL GLAZING (G3) (G4) EXTERIOR PRIVACY GLAZING (G4) 3'-5" 9'-0 1/2" 1'-11 1/4" 7'-1 1/4" 7'-0" 3'-0" G1 REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A610 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP EXTERIOR STOREFRONT ELEVATIONS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/4" = 1'-0" A610 EXT ALUMINUM ENTRANCE - (SF1) SF1 1/4" = 1'-0" A610 EXT ALUMINUM ENTRANCE - (SF2) SF2 1/4" = 1'-0" A610 EXT ALUMINUM ENTRANCE - (SF3) SF3 1/4" = 1'-0" A610 EXT ALUMINUM ENTRANCE - (SF5) SF5 1/4" = 1'-0" A610 EXT ALUMINUM ENTRANCE - (SF4) SF4 1/4" = 1'-0" A610 EXT ALUMINUM STOREFRONT - (SF6) SF6 1/4" = 1'-0" A610 EXT ALUMINUM STOREFRONT - (SF7) SF7 1/4" = 1'-0" A610 EXT ALUMINUM STOREFRONT - (SF8) SF8 1/4" = 1'-0" A610 EXT STOREFRONT - (W1) W1 1/4" = 1'-0" A610 EXT ALUM STOREFRONT - (W3) W3 1/4" = 1'-0" A610 EXT ALUM STOREFRONT - (W4) W4 1/4" = 1'-0" A610 EXT ALUM STOREFRONT - (W2) W2 1/4" = 1'-0" A610 EXT ALUM STOREFRONT - (W5) W5 No. Description Date 1/4" = 1'-0" A610 EXT ALUMINUM ENTRANCE - (SF11) SF11 1/4" = 1'-0" A610 EXT ALUMINUM ENTRANCE - (SF12) SF12 1/4" = 1'-0" A610 EXT ALUMINUM ENTRANCE - (SF10) SF10 FINISH FLOOR FINISH FLOOR FINISH FLOOR 1/4" = 1'-0" A610 EXT ALUMINUM ENTRANCE - (SF9) SF9 GLAZING TYPES LEGEND (G2) INTERIOR 1/4" CLEAR TEMPERED GLASS (SEE SPECIFICATIONS) (G1) (G2) (G1) EXTERIOR 1-5/16" INSULATED GLASS UNIT, WIND- AND IMPACT-RATED SYSTEM; REFER TO WIND/PRESSURE DESIGN CRITERIA ON STRUCT DWGS AND SPECIFICATIONS (G3) EXTERIOR SPANDREL GLAZING (G3) (G4) EXTERIOR PRIVACY GLAZING (G4) 1402A 3' - 0" 2' - 9" 2' - 9" 3' - 1 3/4" 2' - 9" 7' - 0" 11' - 4 3/4" 7' - 1 3/4" G2 G2 G2 4' - 1 3/4" 3' - 0" 2'-7 1/2" 2'-7" 2'-7" 2'-7" 3'-1 3/4" 2'-7" 2'-7 1/2" 18'-8 3/4" 7'-1 3/4" 7'-0" 3'-0" 1408A G2 G2 G2 G2 G2 G2 4'-1 3/4" 3'-0" 7' - 0" 3' - 0" 8'-2" 2303A ONE-WAY GLASS ONE-WAY GLASS ONE-WAY GLASS ONE-WAY GLASS 4' - 1 3/4" 3' - 0" 7' - 1 3/4" 3' - 2 3/4" 2' - 5 1/4" 2' - 6 1/4" 2111A 7'-1 3/4" 6' - 0" 2' - 9 1/2" 3' - 2 3/4" 7' - 0" 3' - 0" G2 3'-0" 4'-1 3/4" 3602A 7' - 1 3/4" 11'-3 3/4" 3' - 0" 4' - 1 3/4" 7' - 0" 3' - 0" 3'-2 3/8" 3'-2 1/2" 1'-7 3/8" 3'-3 1/2" G2 G2 G2 G2 EQ EQ EQ EQ 8'-0" 6'-0" G2 G2 G2 G2 2'-0" 6'-0" G2 1'-2 3/4" 3'-1 3/4" 2'-2 3/8" 2'-2 3/8" 7'-1 3/4" 3'-0" 7'-0" 2100A 8'-9 1/4" G2 G2 G2 4'-1 1/2" 3'-0" 5'-2" 6'-6" G2 7'-1 3/4" 1'-2 3/8" 3'-2 5/8" 4'-5" 3'-0" 7'-0" 3214A G2 7'-1 3/4" 2'-11 1/8" 3'-1 3/4" 2'-11 1/8" 9'-0" 3'-0" 7'-0" 3213A G2 G2 G2 G2 3'-0" 4'-1 3/4" 4'-6" 5'-0" G2 3'-2 5/8" 4'-6 95/128" 3'-0" 7'-0" 7'-1 3/4" 1601N G2 G2 G2 G2 4'-1 3/4" 3'-0" 4'-2" 3'-4" G2 7'-0" 3'-0" 1'-6 5/8" 3'-1 3/4" 3'-8 1/4" 3'-5 1/8" 3'-5 1/8" 15'-2 7/8" 1'-11 1/8" 3'-6 7/8" 3'-6" 9'-0" G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 2001A REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A611 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP INTERIOR GLAZED ASSEMBLY ELEVATIONS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 FINISH FLOOR FINISH FLOOR No. Description Date 1/4" = 1'-0" A611 HM GLAZED ASSEMBLY 1402 A (IS1) IS1 1/4" = 1'-0" A611 HM GLAZED ASSEMBLY 1408 (IS5) IS5 1/4" = 1'-0" A611 HM GLAZED ASSEMBLY 2303 (IS4) IS4 1/4" = 1'-0" A611 HM GLAZED ASSEMBLY (IS2) IS2 1/4" = 1'-0" A611 HM GLAZED ASSEMBLY 3602 (IS3) IS3 1/4" = 1'-0" A611 HM GLAZED ASSEMBLY 1212 (IS6) IS6 1/4" = 1'-0" A611 HM GLAZED ASSEMBLY (IS7) IS7 1/4" = 1'-0" A611 HM GLAZED ASSEMBLY 2100 (IS8) IS8 1/4" = 1'-0" A611 HM GLAZED ASSEMBLY (IS10) IS10 1/4" = 1'-0" A611 HM GLAZED ASSEMBLY 3214 (IS12) IS12 1/4" = 1'-0" A611 HM GLAZED ASSEMBLY 3213 (IS13) IS13 1/4" = 1'-0" A611 HM GLAZED ASSEMBLY (IS11) IS11 FINISH FLOOR 1/4" = 1'-0" A611 HM GLAZED ASSEMBLY (IS14) IS14 1/4" = 1'-0" A611 TRANSACTION WINDOW (IS15) IS15 1/4" = 1'-0" A611 HM GLAZED ASSEMBLY (IS9) IS9 F F F F F F F F F 1. 2. 3. SEE INTERIOR FINISH SCHEDULE ON A800 SHEETS FOR CEILING PAINT. FINAL LOCATIONS OF ABOVE CEILING ACCESS PANELS IN HARD CEILINGS TO BE COORDINATED WITH ARCHITECT AND OWNER COORDINATE ACCOMMODATIONS FOR SEISMIC HANGERS WITH SPECIFICATIONS. GENERAL RCP NOTES CEILING SYMBOL LEGEND 2x2 DIRECT/ INDIRECT LAY- IN FIXTURE - SEE ELECTRICAL 1X1 SURFACE MOUNTED FIXTURE - SEE ELECTRICAL WALL MOUNTED FIXTURE - SEE ELECTRICAL 4"X48" CEILING PENDANT FIXTURE - SEE ELECTRICAL EXTERIOR WALL MOUNTED SCONCE FIXTURE - SEE ELECTRICAL SMOKE DETECTOR HARDWIRED INTO PANEL BOX W/ BATTERY BACKUP CEILING HEIGHT 10'-0" UNLESS OTHERWISE NOTED 10'-0" RETURN GRILLE - SEE MECHANICAL SUPPLY GRILLE - SEE MECHANICAL RECESSED CAN LIGHT FIXTURE - SEE ELECTRICAL ACCESS DOOR 1'-8'' X 1'-8'' - SEE SPECS. RETURN LINEAR GRILLE, - SEE MECHANICAL SUPPLY LINEAR GRILLE - SEE MECHANICAL EXHAUST GRILLE - SEE MECHANICAL 2' x 2' ACOUSTICAL CEILING TILE GYPSUM BOARD CEILING EXTERIOR CEILING MOUNTED LIGHT FIXTURE - SEE ELECTRICAL EXTERIOR CEILING MOUNTED SPECIALTY LIGHT FIXTURE EXTERIOR METAL PANEL CEILING SYSTEM EXTERIOR SOFFIT DAEFS METAL PANEL CEILING SYSTEM METAL PANEL CEILING SYSTEM DECORATIVE ACOUSTIC CEILING TILE PENDANT LIGHT FIXTURE - SEE ELECTRICAL WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION 1 2 3 4 5 6 7 8 A E C D B 3.1 6.1 D.2 1.1 A.1 8.1 D.1 A.2 B.1 MECHANICAL 0101 DIPS CORRIDOR 0002 WALK-INS 0112 APS CASE WORKER 0203 WORKSHOP 0105 TRANSPORT. DIRECTOR 0106 DIRECTOR 0107 TOOLS 0104 TOOLS 0103 MAINT. STAFF 0111E ELECTRICAL / IT 0102 CUST. SUPPLY 0110 DRIVERS' LOUNGE 0109 NUTR. DIRECTOR 0207 HOME DIRECTOR 0208 FGRS DIRECTOR 0209 SCEP. DIRECTOR 0210 RECORDS 0201 SUPPLIES 0212 APS CASE WORKER 0223 APS CASE WORKER 0222 SNR NUTR. AIDE 0205 APS CASE WORKER 0204 APS CASE WORKER 0202 CUST. 0006 APS DIR. OFFICE 0224 I&R DIRECTOR 0218 I&R ID STAFF 0217 FCP CASE WORKER 0216 ASST. ADMIN 0214 ADMINISTRATOR 0215 CONF. ROOM 0009 ADMINISTRATOR 0503 SOCIAL WORKER 0502 BREAKROOM 0008 SOCIAL WORKER 0306 SOCIAL WORKER 0302 RECORDS 0505 SOCIAL WORKER 0302 SOCIAL WORKER 0309 SOCIAL WORKER 0308 DISTRICT MANAGER 0307 PUBLIC TOILET 0005 STAFF WC 0007 DETAINEE TOILET 0304A HOLDING ROOM 0304 ADMIN. COOR. 0501 FCP ASST. DIRECTOR 0211 WAITING ROOM 0219 STORAGE 0003 NUTR ADMIN ASST 0206 FGRS ADMIN. ASST 0213B WORKROOM 0504 RECORDS 0305 PUBLIC TOILET 0004 STAIR 3 S03 LOBBY 0001 SCA CORRIDOR 0200 OPS CORRIDOR 0100 CORRIDOR 0300 RSICA CORRIDOR 0500 WORKROOM 0220 RECEPTION 0303 WORKROOM 0303A WAITING 0301 MAINT. STAFF 0111D MAINT. STAFF 0111C MAINT. STAFF 0111B MAINT. STAFF 0111A MAINT. STAFF 0111F SCEP ADMIN ASST. 0213A OFFICE ADMIN 0213C TLT 0109C D1 A301 9' - 0" 9' - 0" 9' - 0" 9' - 6" 713 715 REFER TO SHEET A741 FOR CONTINUATION 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 8' - 6" 9' - 6" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 9' - 0" 10' - 0" 9' - 0" 9' - 0" 9' - 6" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 6" 10' - 0" 10' - 0" 10' - 0" 9' - 0" CUSTODIAL OFFICE 0108 D1 A304 605 605 605 605 605 605 605 605 605 605 605 605 EQ EQ 12' - 0" 12' - 0" 12' - 0" EQ EQ EQ EQ EQ EQ EQ EQ TYP. 7'-10" 267 266 266 266 266 266 267 267 267 267 267 267 267 267 267 267 267 267 267 267 267 267 267 267 605 605 605 605 605 605 605 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 EQ EQ ELEVATOR CTRL E03A ELEV 01 E01 TENANT LOBBY 0700 9' - 0" 9' - 6" 10' - 0" 9' - 0" 9' - 6" 10' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 605 605 605 605 605 7.1 DOMESTIC CISTERN 0015 DOMESTIC CISTERN 0014 FIRE CISTERN 0013 FIRE PUMP 0012 PUMP 0011 4'-0" 4'-0" 9' - 0" ALIGN EQ EQ 8' - 6" 9' - 0" 8' - 6" ALIGN ALIGN 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 6" EQ EQ 8' - 6" 8' - 6" EQ EQ EQ EQ EQ EQ DRIVERS' LOUNGE 0109 ALIGN STAIR 2 S02 108 108 108 EQ EQ EQ EQ 4'-8" 4'-8" ELEV. 03 E03 ELEV. 02 E02 NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A701 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP LOWER FLOOR REFLECTED CEILING PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A701 LOWER FLOOR REFLECTED CEILING PLAN B1 KEYNOTES - NEW WORK # DESCRIPTION 100 - WALLS AND OPENINGS 108 2'x2' CISTERN ACCESS HATCH AT MAIN FLOOR WITH SEALED METAL COVERS (1 PER CISTERN CHAMBER) 200 - ROOF & EXTERIOR 266 SPECIALTY LIGHT FIXTURES - EXTERIOR LINEAR FIXTURE 267 SPECIALTY LIGHT FIXTURES - EXTERIOR RECESSED CAN LIGHT 268 EXTERIOR SURFACE MOUNTED LIGHT FIXTURE - PARKING DECK AND BOH AREAS AS SCHEDULED 600 - COORDINATION 605 SPECIALTY LIGHT FIXTURES - EXTERIOR WALL SCONCE AS SCHEDULED 700 - RCP 713 LINEAR PLANK ACOUSTIC CEILING 715 DECORATIVE ACOUSTIC CEILING TILES WITHIN 2X2 GRID # No. Description Date J F F F F F F F F 1 2 3 4 5 6 7 8 A E C D B 3.1 6.1 D.2 1.1 A.1 8.1 D.1 A.2 B.1 SECURITY OFFICE 1009 FLEX STATION 1010 MECHANICAL 1004 DIRECTOR SUPPORT 1406 ISSUANCE SUPER 1407 SYSTEMS ANALYSTS (3) 1408 ISSUANCE RECORDS 1403 CLAIMS RECORDS 1401 ELIG. SUPER 1505 ELIG. SUPER 1502 CC SUPER 1305 EE SUPER 1508 EE SUPER 1510 ELIG. SUPER 1507 MAP FILES 1506 DFA FILES 1504 ELIG. SPEC. 1503F ELIG. SPEC. 1503E ELIG. SPEC. 1503D ELIG. SPEC. 1503C ELIG. SPEC. 1503B ELIG. SPEC. 1503A ELIG. SPEC. 1501C INFO CLERK 1501A INFO CLERK 1501B INFO CLERK 1501E INFO CLERK 1501D ELIG. SPEC. 1503L ELIG. SPEC. 1503J ELIG. SPEC. 1503G ELIG. SPEC. 1503H ELIG. SPEC. 1503I EE CASE WORKER 1601H EE CASE WORKER 1601G EBT TECH 1404B EBT TECH 1404A CLAIMS TELLERS 1402 EBT TECH 1404D EE CASE WORKER 1601F EE CASE WORKER 1601I EE CASE WORKER 1601J EE CLERK 1601N EE CASE WORKER 1601M EE CASE WORKER 1601B EE CASE WORKER 1601C EE CASE WORKER 1601D EE CASE WORKER 1601E EE CASE WORKER 1601K EE CASE WORKER 1601L EE CLERK 1601A WORKROOM 1308 ADMIN ASST 1306C ADMIN ASST 1306B CC ADMIN 1306A DFA SUPPLIES 1511 CC CASE WRK 1301 SS ADMIN ASST 1404C EE CASE WORKER 1509 CONFERENCE 1012 BREAKROOM 1013 LACTATION 1011 STAFF TOILETS (M) 1014 STAFF TOILETS (W) 1015 PUBLIC TOILETS (W) 1006 PUBLIC TOILETS (M) 1005 CUSTODIAL 1007 CLAIMS/ ISSUA. LOBBY 1023 DFA/MAP LOBBY 1020 TELECOM 1003 ELECTRICAL 1003A RECEPTION 1002 CC CASE WRK 1303 DIRECTOR CERT. 1304 MAP SUPPLIES 1302 DIRECTOR 1212 KITCHEN 1205 PANTRY 1205A TABLE STORAGE 1204 COMP. LAB 1203 RESTROOM (M) 1201 RESTROOM (W) 1202 TRANS. COOR. 1103 SUPPLIES 1107 COUNSELOR 1106 COUNSELOR 1105 ADMINISTRATOR 1108 DISTRICT MGR 1109 COUNSELOR 1110 COUNSELOR 1111 MULTIP. 1112 NURSE 1209 STORAGE 1210 AMBUL. WC 1113 FILES 1114 REHAB AID 1104A O/B SPEC. 1104B SHARED OFFICE (5) 1211 CONGREGATE ROOM 1206 WAITING AREA 1101 EXEC ASST. 1102 BREAKOUT 2 1207 BREAKOUT 1 1208 CLOSET 1112A EXIT CORRIDOR 1019 LOBBY 1001 DFA/MAP CORRIDOR 1300 DFA CORRIDOR 1400 DFA CORRIDOR 1500 MAP CORRIDOR 1600 CORRIDOR 1008 STRIVE CORRIDOR 1200 D1 A301 D1 A301 10' - 0" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 5" 9' - 0" 9' - 6" 9' - 6" 9' - 6" 9' - 0" 9' - 0" 9' - 6" 9' - 6" 8' - 6" 9' - 6" 9' - 6" 9' - 0" 8' - 6" 9' - 0" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 0" 9' - 6" 9' - 0" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 0" 8' - 5" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 8' - 6" 9' - 0" 9' - 0" 715 713 8' - 0" 264 264 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 EQ EQ 6'-4" 7.1 9' - 0" EQ EQ EQ EQ EQ EQ EQ 10' - 0" 9' - 6" 9' - 0" 5'-4" 5'-4" EQ EQ EQ EQ 9' - 6" 8' - 6" 9' - 6" 9' - 6" 8' - 6" 9' - 0" 9' - 0" 9' - 0" VR CORRIDOR 1100 9' - 0" 9' - 0" 9' - 6" 9' - 6" 10' - 6" 9' - 0" 9' - 6" 9' - 0" 9' - 6" 9' - 6" 9' - 6" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 6" 9' - 4" 8' - 6" 8' - 6" 9' - 0" 9' - 10" 4'-0" 4'-0" ALIGN ALIGN 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 0" 10' - 0" 8' - 6" 9' - 2" 8' - 6" 8' - 6" 9' - 0" 8' - 0" 9' - 0" 8' - 6" 3'-0" 3'-0" ALIGN 9' - 0" ALIGN ALIGN 9' - 0" 8' - 0" 8' - 0" 8' - 0" EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ STAIR 2 S12 STAIR 1 S11 STAIR 3 S13 9' - 6" EQ EQ 1'-0" 4'-0" 4'-0" 1'-0" 1'-0" 9' - 2" 10' - 2" 10' - 2" 10' - 2" 10' - 2" 10' - 0" 10' - 0" ELEV. 13 E13 ELEV. 12 E12 ELEV. 11 E11 10" EQ EQ EQ EQ 10' - 2" 10' - 2" 10' - 2" 10' - 2" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 9' - 0" 706 706 706 706 706 706 713 702 713 702 702 713 1. 2. 3. SEE INTERIOR FINISH SCHEDULE ON A800 SHEETS FOR CEILING PAINT. FINAL LOCATIONS OF ABOVE CEILING ACCESS PANELS IN HARD CEILINGS TO BE COORDINATED WITH ARCHITECT AND OWNER COORDINATE ACCOMMODATIONS FOR SEISMIC HANGERS WITH SPECIFICATIONS. GENERAL RCP NOTES CEILING SYMBOL LEGEND 2x2 DIRECT/ INDIRECT LAY- IN FIXTURE - SEE ELECTRICAL 1X1 SURFACE MOUNTED FIXTURE - SEE ELECTRICAL WALL MOUNTED FIXTURE - SEE ELECTRICAL 4"X48" CEILING PENDANT FIXTURE - SEE ELECTRICAL EXTERIOR WALL MOUNTED SCONCE FIXTURE - SEE ELECTRICAL SMOKE DETECTOR HARDWIRED INTO PANEL BOX W/ BATTERY BACKUP CEILING HEIGHT 10'-0" UNLESS OTHERWISE NOTED 10'-0" RETURN GRILLE - SEE MECHANICAL SUPPLY GRILLE - SEE MECHANICAL RECESSED CAN LIGHT FIXTURE - SEE ELECTRICAL ACCESS DOOR 1'-8'' X 1'-8'' - SEE SPECS. RETURN LINEAR GRILLE, - SEE MECHANICAL SUPPLY LINEAR GRILLE - SEE MECHANICAL EXHAUST GRILLE - SEE MECHANICAL 2' x 2' ACOUSTICAL CEILING TILE GYPSUM BOARD CEILING EXTERIOR CEILING MOUNTED LIGHT FIXTURE - SEE ELECTRICAL EXTERIOR CEILING MOUNTED SPECIALTY LIGHT FIXTURE EXTERIOR METAL PANEL CEILING SYSTEM EXTERIOR SOFFIT DAEFS METAL PANEL CEILING SYSTEM METAL PANEL CEILING SYSTEM DECORATIVE ACOUSTIC CEILING TILE PENDANT LIGHT FIXTURE - SEE ELECTRICAL WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A711 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP MAIN FLOOR REFLECTED CEILING PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A711 MAIN FLOOR REFLECTED CEILING PLAN B1 KEYNOTES - NEW WORK # DESCRIPTION 200 - ROOF & EXTERIOR 264 SPECIALTY LIGHT FIXTURES AS SCHEDULED 600 - COORDINATION 605 SPECIALTY LIGHT FIXTURES - EXTERIOR WALL SCONCE AS SCHEDULED 700 - RCP 702 SPECIALTY LIGHT FIXTURES 706 CEILING PLENUM ACCESS DOOR, SEE SPECS (FINAL LOCATION TO BE COORD W OWNER) 713 LINEAR PLANK ACOUSTIC CEILING 715 DECORATIVE ACOUSTIC CEILING TILES WITHIN 2X2 GRID # No. Description Date 1 2 3 4 5 6 7 8 A E C D B 3.1 6.1 D.2 1.1 A.1 8.1 D.1 A.2 B.1 HEALTH COORDINATOR 2102 HEAD START RECEPTION 2101 DISABILITY COORDINATOR 2103 MENTAL HEALTH COORDINATOR 2104 AIDE STATION 2108D AIDE STATION 2108C AIDE STATION 2108E AIDE STATION 2108F AIDE STATION 2108B AIDE STATION 2108A AIDE STATION 2108G AIDE STATION 2108H AIDE STATION 2108I AIDE STATION 2108J AIDE STATION 2108L EDUCATION SUPERVISOR 2109 EDUCATION COORDINATOR 2111 RECORDS 2110 PARENT INVOLVEMENT COORDINATOR 2112 INFANTS & TODDLER SPECIALIST 2403 AIDE STATION 2105A UTILITY 2106 SUPPLIES 2402 LICENSING 2408B RECORDS 2404 LICENSING 2408A CCR SPECIALIST 2406C QUAL. SPECIALIST 2406D DIRECTOR 2407 ADMINISTRATOR 2113 HEAD START EQUIPMENT STORAGE 2114 DONATION STORAGE 2310 STORAGE 2309 CASE WORKER FC 2308A CASE WORKER FC 2308B CASE WORKER PS 2308C CASE WORKER PS 2308D FAMILY SERVICE SPECIALIST PS 2301D FAMILY SERVICE SPECIALIST PS 2301E FAMILY SERVICE SPECIALIST FC 2301A FAMILY SERVICE SPECIALIST FC 2301B LICENSING 2301C RECORDS 2302 VISITATION ROOM 2303 OFFICE MANAGER 2304 DISTRICT MANAGER PROTECTIVE SERVICES 2305 DISTRICT MANAGER FOSTER CARE 2306 AIDE STATION 2105F AIDE STATION 2108K AIDE STATION 2105C AIDE STATION 2105B AIDE STATION 2105D PUBLIC TOILETS (M) 2005 PUBLIC TOILETS (W) 2006 CUSTODIAL 2004 STAFF TOILETS (W) 2012 STAFF TOILETS (M) 2011 CONFERENCE 2010 BREAKROOM 2009 LACTATION 2008 WORKROOM 2207 DISTRICT MANAGER 2206 ADMINISTRATOR 2205 FLEX WORKSTATIONS 2007 MECHANICAL 2003 TELE/ELEC 2002 WAITING ROOM 2201 RECORDS 2209 ADMIN. ASST. 2208 SOCIAL WORKER 2204B INTERVIEW 2 2203 INTERVIEW 1 2202 HEAD START EQUIPMENT STORAGE 2115 ADMINISTRATOR 2307 RECORDS 2107 FAMILY WAITING 2001 STORAGE 2001A DCFS CORRIDOR 2300 CORRIDOR 2000B INTAKE CORRIDOR 2200 SOCIAL WORKER 2204A SOCIAL WORKER 2204C SOCIAL WORKER 2204D WAITING AREA 2409 AIDE STATION 2105E HEAD START CORRIDOR 2100 CCR SPECIALIST 2406B CCR SPECIALIST 2406A ADMINISTRATOR 2405 OFFICE ASST. 2408D PROC. COORD. 2408C STORAGE 2401 OCCRS CORRIDOR 2400 D1 A301 D1 A301 9' - 6" 9' - 6" 9' - 6" 9' - 6" 11' - 2" 9' - 6" 9' - 0" 9' - 6" 9' - 0" 9' - 6" 9' - 6" 9' - 6" 9' - 0" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 8' - 6" 8' - 6" 8' - 6" 9' - 6" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 9' - 6" 9' - 6" 10' - 0" 10' - 0" 10' - 0" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 0" 9' - 0" 9' - 6" 715 9' - 0" 10' - 0" 10' - 0" 7.1 ALIGN ALIGN 9' - 0" 9' - 6" ALIGN ALIGN ALIGN 10' - 0" 9' - 10" 8'-0" 4'-0" 4'-0" LOBBY 2000 8' - 0" 9' - 0" 9' - 0" 8' - 0" 9' - 0" 10' - 0" 9' - 6" 9' - 6" 9' - 0" 9' - 0" 9' - 6" 8' - 6" ALIGN ALIGN ALIGN EQ EQ 10' - 2" EQ EQ 8' - 6" 9' - 6" EQ EQ ALIGN ALIGN EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ ALIGN ALIGN ALIGN 4'-0" 4'-0" 9' - 6" EQ EQ EQ EQ EQ EQ 8' - 0" 715 2'-0" EQ EQ 10' - 0" STAIR 3 S23 STAIR 2 S22 STAIR 1 S21 ALIGN ALIGN ALIGN 1'-0" 1'-0" ALIGN ELEV. 23 E23 ELEV. 22 E22 ELEV. 21 E21 ALIGN 10' - 0" 10' - 0" 8' - 6" 702 716 702 713 706 706 706 706 702 713 1. 2. 3. SEE INTERIOR FINISH SCHEDULE ON A800 SHEETS FOR CEILING PAINT. FINAL LOCATIONS OF ABOVE CEILING ACCESS PANELS IN HARD CEILINGS TO BE COORDINATED WITH ARCHITECT AND OWNER COORDINATE ACCOMMODATIONS FOR SEISMIC HANGERS WITH SPECIFICATIONS. GENERAL RCP NOTES CEILING SYMBOL LEGEND 2x2 DIRECT/ INDIRECT LAY- IN FIXTURE - SEE ELECTRICAL 1X1 SURFACE MOUNTED FIXTURE - SEE ELECTRICAL WALL MOUNTED FIXTURE - SEE ELECTRICAL 4"X48" CEILING PENDANT FIXTURE - SEE ELECTRICAL EXTERIOR WALL MOUNTED SCONCE FIXTURE - SEE ELECTRICAL SMOKE DETECTOR HARDWIRED INTO PANEL BOX W/ BATTERY BACKUP CEILING HEIGHT 10'-0" UNLESS OTHERWISE NOTED 10'-0" RETURN GRILLE - SEE MECHANICAL SUPPLY GRILLE - SEE MECHANICAL RECESSED CAN LIGHT FIXTURE - SEE ELECTRICAL ACCESS DOOR 1'-8'' X 1'-8'' - SEE SPECS. RETURN LINEAR GRILLE, - SEE MECHANICAL SUPPLY LINEAR GRILLE - SEE MECHANICAL EXHAUST GRILLE - SEE MECHANICAL 2' x 2' ACOUSTICAL CEILING TILE GYPSUM BOARD CEILING EXTERIOR CEILING MOUNTED LIGHT FIXTURE - SEE ELECTRICAL EXTERIOR CEILING MOUNTED SPECIALTY LIGHT FIXTURE EXTERIOR METAL PANEL CEILING SYSTEM EXTERIOR SOFFIT DAEFS METAL PANEL CEILING SYSTEM METAL PANEL CEILING SYSTEM DECORATIVE ACOUSTIC CEILING TILE PENDANT LIGHT FIXTURE - SEE ELECTRICAL WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A721 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP 2ND FLOOR REFLECTED CEILING PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A721 2ND FLOOR REFLECTED CEILING PLAN B1 KEYNOTES - NEW WORK # DESCRIPTION 700 - RCP 702 SPECIALTY LIGHT FIXTURES 706 CEILING PLENUM ACCESS DOOR, SEE SPECS (FINAL LOCATION TO BE COORD W OWNER) 713 LINEAR PLANK ACOUSTIC CEILING 715 DECORATIVE ACOUSTIC CEILING TILES WITHIN 2X2 GRID 716 EXTERIOR SOFFIT - REFER TO RCPS FOR MATERIAL AND FINISH # No. Description Date 1 2 3 4 5 6 7 8 A E C D B 3.1 6.1 D.2 1.1 A.1 8.1 D.1 A.2 B.1 CORRIDOR 3000 CORRIDOR 3000 FRAUD INVESTIG. 3224 CONFERENCE 3307 SERVER CENTER 3401 ACCT PAYABLE 3507 DISTRICT MGR 3223 MANAGEMENT EVAL 3222 ADMINISTRATOR 3221 DIRECTOR PR 3219 DIRECTOR TANF 3218 TRAINING OFFICER 3217 EMPLOYMENT TRAINING OFFICER 3226 EMPLOYMENT TRAINING OFFICER 3212 PREP STOR 3214A (2) PREP 3214 (2) QC SUPER & REV. 3213 PI DIRECTOR 3211 QC REVIEWER 3209 PI ANALYST 3207 MAP DIRECTOR 3206 ASST. DIRECTOR 3205 PE SPEC. 3203 FRAUD INVESTIG. 3201 PE SPEC. 3202 MAP RECORDS 3229 FRAUD RECORDS 3228 EMPLOYMENT TRAINING OFFICER 3227 PE SPEC 3208 PE SPEC. 3204 DFA RECORDS 3220 JOBS LAB 3021 FRAUD INVESTIG. 3225 ADMIN ASST 3216F IT MANAGER 3210A WAITING 3022 QC ADMIN ASST 3215A OFFICE MANAGER 3215B EXEC ASST 3210B DEPUTY COMMISSIONER 3308 GENERALIST 3309 GENERALIST 3305 LABOR RELATIONS 3310 RECORDS 3302 MAP STORAGE 3230 ADMIN ASST 3304B HR ASST 3304A WRKSTN 3301 COPY/PRINT 3303 EXEC. ASST 3304C PREP AREA 3001C TRAINING ROOM 3001 FLEX STATIONS 3002 PUBLIC TOILETS (M) 3005 PUBLIC TOILETS (W) 3006 SHARED BREAKROOM 3010 LACTATION 3009 STAFF TOILETS (M) 3014 STAFF TOILETS (W) 3015 MECHANICAL 3004 CUSTODIAL 3007 ELECTRICAL/ TELECOM 3003 NETWORK MANAGER 3404 SYSTEMS MANAGER 3405 DIRECTOR 3406 SECURE STORAGE 3017 ADMIN ASST 3403A SYSTEMS ANALYST 3403D ANALYST 3403C HELP DESK 3402A HELP DESK 3402B NETWORK ANALYST 3402C SUPPLIES 3403B COMP SETUP 3403 STX DC OFFICE 3105 CAPITAL PROJECTS 3106 ASST. DC 3104 STORAGE 3103 ADMIN ASST 3102 DEPUTY COMMISIONER 3101 CPO 3703 ASSET DIRECTOR 3702 ASSET STORAGE 3704 INVENTORY CLERK 3701E MESSENGER 3701D PROCUREMENT 3701B PROCUREMENT 3701A PROCUREMENT 3701C CONTRACT ADMIN 3606 COMMS 3607 LEGAL COUNSEL 3608 RECEPTION 3502 CONFERENCE 3512 RECORDS 3513 PAYROLL SUPER 3503 DIRECTOR 3510 AUDIT DIRECTOR 3511 DIRECTOR 3509 CFO 3508 SPEC. ASST. 3506 AUDIT DIRECTOR 3505 UTILITY 3016 MAIL ROOM 3604 INTERNAL WORKROOM 3601 EXEC. PM 3610 ADA TOILET 3612 STX AC 3609 INTERNAL BREAKROOM 3611 STT/STJ AC 3613 CONFERENCE 3615 OFFICE ASST. 3618B DIR. COMMUNITY ENGAGE. 3617 COMMISSIONER 3616 FED. FIN. ANALYST 3504G FIN. ANALYST 3504C FILES 3620 FED. GRANT COORD. 3504A PAYROLL CLERK 3501E AP SPECIALIST 3501B COPY/ PRINT 3514 CONTROL AUDIT 3501G RECEPTION 3602 STRATEGIC ANALYST 3614 COMM. ASST. 3618A SUPPLIES 3515 PRIVATE WC 3616B PRIVATE WC 3613A PRIVATE WC 3508A LOBBY 3000 MIS CORRIDOR 3400 CORRIDOR 3000A FISCAL CORRIDOR 3500 HR CORRIDOR 3300 OTC CORRIDOR 3600 OPS CORRIDOR 3700 CORRIDOR 3100 D1 A301 D1 A301 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 10' - 0" 10' - 0" 10' - 0" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 10' - 0" 10' - 0" 12' - 6" 10' - 0" 10' - 0" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 8' - 6" QC REVIEWER 3216B FRONT END INVESTIG. 3216C SWITCH BOARD 3220B FRONT END INVESTIG. 3216D FRONT END INVESTIG. 3216E DFA/MAP CORRIDOR 3200 FED. FIN. ANALYST 3504D FED. FIN. ANALYST 3504H FED. FIN. ANALYST 3504I 714 714 715 407 713 715 10' - 2" 10' - 0" 9' - 6" 9' - 6" QC REVIEWER 3216A EQ EQ 9' - 6" ALIGN 9' - 6" 4" ALIGN ALIGN 8' - 6" 7.1 ALIGN ALIGN 9' - 0" 9' - 0" ALIGN ALIGN ALIGN ALIGN STAIR 1 S31 STAIR 2 S32 STAIR 3 S33 8' - 6" 8' - 0" 9' - 6" 9' - 6" 9' - 10" 9' - 0" 10' - 0" 8' - 6" 10' - 2" 8' - 6" 8' - 6" 9' - 6" 8' - 6" 9' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 9' - 6" 11' - 0" 12' - 6" 9' - 0" 8' - 6" 8' - 6" ALIGN 9' - 6" EQ EQ EQ EQ EQ EQ 9' - 6" ALIGN 9' - 0" 11' - 0" 9' - 0" 10' - 0" 8' - 6" EQ EQ 9' - 6" ALIGN ALIGN EQ EQ 8' - 6" ALIGN EQ EQ ALIGN EQ EQ EQ EQ EQ EQ EQ EQ 9' - 6" 4'-0" 4'-0" 8' - 0" ALIGN ALIGN ALIGN ALIGN ALIGN 702 702 702 702 706 706 706 706 706 610 1. 2. 3. SEE INTERIOR FINISH SCHEDULE ON A800 SHEETS FOR CEILING PAINT. FINAL LOCATIONS OF ABOVE CEILING ACCESS PANELS IN HARD CEILINGS TO BE COORDINATED WITH ARCHITECT AND OWNER COORDINATE ACCOMMODATIONS FOR SEISMIC HANGERS WITH SPECIFICATIONS. GENERAL RCP NOTES CEILING SYMBOL LEGEND 2x2 DIRECT/ INDIRECT LAY- IN FIXTURE - SEE ELECTRICAL 1X1 SURFACE MOUNTED FIXTURE - SEE ELECTRICAL WALL MOUNTED FIXTURE - SEE ELECTRICAL 4"X48" CEILING PENDANT FIXTURE - SEE ELECTRICAL EXTERIOR WALL MOUNTED SCONCE FIXTURE - SEE ELECTRICAL SMOKE DETECTOR HARDWIRED INTO PANEL BOX W/ BATTERY BACKUP CEILING HEIGHT 10'-0" UNLESS OTHERWISE NOTED 10'-0" RETURN GRILLE - SEE MECHANICAL SUPPLY GRILLE - SEE MECHANICAL RECESSED CAN LIGHT FIXTURE - SEE ELECTRICAL ACCESS DOOR 1'-8'' X 1'-8'' - SEE SPECS. RETURN LINEAR GRILLE, - SEE MECHANICAL SUPPLY LINEAR GRILLE - SEE MECHANICAL EXHAUST GRILLE - SEE MECHANICAL 2' x 2' ACOUSTICAL CEILING TILE GYPSUM BOARD CEILING EXTERIOR CEILING MOUNTED LIGHT FIXTURE - SEE ELECTRICAL EXTERIOR CEILING MOUNTED SPECIALTY LIGHT FIXTURE EXTERIOR METAL PANEL CEILING SYSTEM EXTERIOR SOFFIT DAEFS METAL PANEL CEILING SYSTEM METAL PANEL CEILING SYSTEM DECORATIVE ACOUSTIC CEILING TILE PENDANT LIGHT FIXTURE - SEE ELECTRICAL WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION NORTH GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A731 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP 3RD FLOOR REFLECTED CEILING PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A731 3RD FLOOR REFLECTED CEILING PLAN B1 KEYNOTES - NEW WORK # DESCRIPTION 400 - FFE 407 STEEL ROOF ACCESS LADDER 600 - COORDINATION 610 MECHANICAL DUCTS IN SHAFT, SEE MECHANICAL DRAWINGS 700 - RCP 702 SPECIALTY LIGHT FIXTURES 706 CEILING PLENUM ACCESS DOOR, SEE SPECS (FINAL LOCATION TO BE COORD W OWNER) 713 LINEAR PLANK ACOUSTIC CEILING 714 SUSPENDED ACOUSTIC CEILING BAFFLES 715 DECORATIVE ACOUSTIC CEILING TILES WITHIN 2X2 GRID # No. Description Date NORTH 1. 2. 3. SEE INTERIOR FINISH SCHEDULE ON A800 SHEETS FOR CEILING PAINT. FINAL LOCATIONS OF ABOVE CEILING ACCESS PANELS IN HARD CEILINGS TO BE COORDINATED WITH ARCHITECT AND OWNER COORDINATE ACCOMMODATIONS FOR SEISMIC HANGERS WITH SPECIFICATIONS. GENERAL RCP NOTES CEILING SYMBOL LEGEND 2x2 DIRECT/ INDIRECT LAY- IN FIXTURE - SEE ELECTRICAL 1X1 SURFACE MOUNTED FIXTURE - SEE ELECTRICAL WALL MOUNTED FIXTURE - SEE ELECTRICAL 4"X48" CEILING PENDANT FIXTURE - SEE ELECTRICAL EXTERIOR WALL MOUNTED SCONCE FIXTURE - SEE ELECTRICAL SMOKE DETECTOR HARDWIRED INTO PANEL BOX W/ BATTERY BACKUP CEILING HEIGHT 10'-0" UNLESS OTHERWISE NOTED 10'-0" RETURN GRILLE - SEE MECHANICAL SUPPLY GRILLE - SEE MECHANICAL RECESSED CAN LIGHT FIXTURE - SEE ELECTRICAL ACCESS DOOR 1'-8'' X 1'-8'' - SEE SPECS. RETURN LINEAR GRILLE, - SEE MECHANICAL SUPPLY LINEAR GRILLE - SEE MECHANICAL EXHAUST GRILLE - SEE MECHANICAL 2' x 2' ACOUSTICAL CEILING TILE GYPSUM BOARD CEILING EXTERIOR CEILING MOUNTED LIGHT FIXTURE - SEE ELECTRICAL EXTERIOR CEILING MOUNTED SPECIALTY LIGHT FIXTURE EXTERIOR METAL PANEL CEILING SYSTEM EXTERIOR SOFFIT DAEFS METAL PANEL CEILING SYSTEM METAL PANEL CEILING SYSTEM DECORATIVE ACOUSTIC CEILING TILE PENDANT LIGHT FIXTURE - SEE ELECTRICAL WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION G.C G.B G.A G.E G.1 G.2 G.3 G.4 G.5 G.6 G.D D1 A303 D1 A303 D1 A304 D1 A304 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 268 7.1 284 035 GENERAL LEGEND REFER TO SHEET G001 AND G002 FOR DRAWING INDEX, KEYNOTES, AND GENERAL LEGEND SYMBOLS SUCH AS VIEW TAGS, WINDOW TAGS, DOOR TAGS, ROOM TAGS, WALL TAGS, AND PATTERNS. REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A741 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP PARKING DECK REFLECTED CEILING PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A741 PARKING DECK REFLECTED CEILING PLAN B1 KEYNOTES - NEW WORK # DESCRIPTION 000 - SITE 035 CHILLER PIPING - SEE MEP 200 - ROOF & EXTERIOR 268 EXTERIOR SURFACE MOUNTED LIGHT FIXTURE - PARKING DECK AND BOH AREAS AS SCHEDULED 284 GALVANIZED STEEL OPEN GRATE CAP OVER CHILLER ENCLOSURE # No. Description Date 1. 2. 3. 4. 5. 6. ALL PAINT COLOR AND VARNISH STAINS, FINISHES TO BE SELECTED BY ARCHITECT. CONTRACTOR VERIFY ALL EXISTING PAINT FINISHES. THIS IS A HISTORIC BUILDING W/ MULTIPLE EXISTING PAINT FINISHES. ALL EXISTING LIME WASH PAINT FINISHES MUST BE HAND SCRAPPED, NO SANDBLASTING PERMITTED ON THESE TYPES OF EXISTING SURFACES. SURFACES W/ MULTIPLE & HYBRID PAINT FINISHES, CONTRACTOR SHOULD CONTACT ARCHITECT TO DETERMINE FINAL PAINT FINISH TO BE APPLIED. ALL DEMOLITION WORK THAT CAUSES EXISTING PAINT FINISHES AND/OR PLASTER FINISHES TO BE REMOVED FROM SURFACES SHOULD BE REPAIRED ND REPLACED W/ THE SAME MATERIAL FINISH. ANY QUESTIONS ON WHAT MATERIAL TO REUSE, CONTRACTOR MUST CONTACT ARCHITECT PRIOR TO SELECTION OF MATERIAL AND PERFORMANCE OF REPAIR WORK. ALL MORTAR MIXES MUST MEET CONSTRUCTION DOCUMENT SPECIFICATIONS AND MANUFACTURER'S SPECIFICATIONS. GENERAL FINISH NOTES FINISH SYMBOL LEGEND FLOORING WALLS X ACCENT FINISH GENERAL TEXTILE COMPOSITION TILE TCF VB-1 CPT-1 PT-1 PT-1 PT-1 PT-1 NOT IN SCOPE OF WORK (UNLESS NOTED OTHERWISE) WEST WALL FINISH FLOOR FINISH WALL BASE FINISH EAST WALL FINISH NORTH WALL FINISH SOUTH WALL FINISH PORCELAIN TILE T LUXURY VINYL TILE LVT SEALED CONCRETE SC ACOUSTIC WALL PANEL TYPES (PAT-1) PREFABRICATED ACOUSTICAL TREATMENT, (SEE SPECS.) (ASL-1) ACOUSTIC SURFACE LINER PANEL, (SEE SPECS.) STATIC DISSIPATIVE TILE SDT CARPET CPT WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION door STAIR 3 S03 FCP ASST. DIRECTOR 0211 SCEP. DIRECTOR 0210 FGRS DIRECTOR 0209 HOME DIRECTOR 0208 NUTR. DIRECTOR 0207 DIRECTOR 0107 TRANSPORT. DIRECTOR 0106 WORKSHOP 0105 TOOLS 0104 CUST. SUPPLY 0110 TLT 0109C TOOLS 0103 ELEV. 03 E03 PUBLIC TOILET 0004 PUBLIC TOILET 0005 SOCIAL WORKER 0302 DETAINEE TOILET 0304A STAFF WC 0007 BREAKROOM 0008 ADMIN. COOR. 0501 SOCIAL WORKER 0502 ADMINISTRATOR 0503 WORKROOM 0504 RSICA CORRIDOR 0500 RECORDS 0505 SOCIAL WORKER 0306 DISTRICT MANAGER 0307 SOCIAL WORKER 0308 SOCIAL WORKER 0309 CORRIDOR 0300 RECEPTION 0303 SOCIAL WORKER 0302 WORKROOM 0303A DIPS CORRIDOR 0002 LOBBY 0001 LOBBY 0700 STAIR 2 S02 STORAGE 0003 ELECTRICAL / IT 0102 MECHANICAL 0101 P-1 P-1 P-1 P-1 SC-1 WB-1 OPS CORRIDOR 0100 RECORDS 0201 APS CASE WORKER 0203 DRIVERS' LOUNGE 0109 SNR NUTR. AIDE 0205 APS CASE WORKER 0222 APS CASE WORKER 0223 SUPPLIES 0212 NUTR ADMIN ASST 0206 SCA CORRIDOR 0200 APS CASE WORKER 0204 APS CASE WORKER 0202 CUST. 0006 WAITING ROOM 0219 WORKROOM 0220 APS DIR. OFFICE 0224 I&R ID STAFF 0217 I&R DIRECTOR 0218 FCP CASE WORKER 0216 CONF. ROOM 0009 ADMINISTRATOR 0215 ASST. ADMIN 0214 OFFICE ADMIN 0213C FGRS ADMIN. ASST 0213B SCEP ADMIN ASST. 0213A RECORDS 0305 HOLDING ROOM 0304 Shared Breakroom: •LVT •Paint •Rubber Base •Solid surface counter top and back splash •High Pressure Laminate cabinets Copy/Print: •LVT •Paint •Rubber Base •High Pressure Laminate counter top •High Pressure Laminate cabinets All Storage Areas: •Stained Concrete •Paint •Rubber Base All Restrooms •Porcelain Floor Tiles •Wall Tiles at wet walls •Paint •Tile Base Shared Conference Room: •Carpet •Paint •Rubber Base •Acoustic Panels (optional) •Specialty lighting (optional) •Decorative Ceiling (optional) Copy/Print: •TCF •Paint •Rubber Base •High Pressure Laminate counter top •High Pressure Laminate cabinets Driver's Lounge: •LVT •Paint •Rubber Base •Solid surface counter top and back splash •High Pressure Laminate cabinets A502 B5 A503 D3 A504 D3 SCA CORRIDOR 0200 SCA CORRIDOR 0200 Lobby •LVT •Entry Walk-off Mat •Acoustic/decorative wall panels •Paint •Rubber Base •Decorative Ceiling (optional) Copy/Print: •TCF •Paint •Rubber Base •High Pressure Laminate counter top •High Pressure Laminate cabinets CUSTODIAL OFFICE 0108 A010 B3 A011 A4 ELEV 01 E01 WALK-INS 0112 WF-1 WF-1 WF-1 WF-1 WF-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-4 TCF WB-1 P-1 P-1 P-4 P-1 TCF WB-1 P-1 P-1 P-4 P-1 TCF WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 T-1 P-1 T-1 TB-1 P-1 P-4 P-1 P-1 CPT-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 LVT-1 ELEVATOR CTRL E01A P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-4 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-4 CPT WB-1 LVT-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-4 P-1 P-1 CPT WB-1 P-1 P-4 P-1 P-1 CPT WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 LVT-2 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 T-1 P-1 P-1 P-1 T-1 TB-1 T-1 P-1 P-1 P-1 T-1 TB-1 P-1 P-1 P-1 P-4 LVT-1 WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 T-1 P-1 T-1 T-1 TB-1 P-1 P-1 P-1 T-1 T-1 TB-1 P-1 P-1 P-1 P-1 C-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 LVT-1 ELEVATOR CTRL E03A P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-1 P-4 P-1 P-1 CPT WB-1 P-1 P-1 P-4 P-1 TCF WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-4 P-1 P-1 TCF WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-4 P-1 P-1 CPT WB-1 P-1 P-4 P-1 P-1 CPT WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 C-1 WB-1 P-1 P-1 P-1 P-1 TCF WB-1 DOMESTIC CISTERN 0014 DOMESTIC CISTERN 0015 FIRE CISTERN 0013 FIRE PUMP 0012 PUMP 0011 NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A801 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP LOWER FLOOR FINISH PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A801 LOWER FLOOR FINISH PLAN B1 No. Description Date FINISH SELECTIONS - INTERIOR MARK MATERIAL TYPE PRODUCT DESCRIPTION INSTALLATION COMMENTS 800 - FINISHES ACT-1 ACOUSTICAL CEILING TILE USG: RADAR CLIMAPLUS #2410; COLOR: WHITE GRID: USG; DOWN DX.DXL; FLAT WHITE #50 AP-1 ACOUSTICAL PANEL SOELBERG; SLATZ WALL PANELS, COLOR TBD RUN VERTICAL PANEL SIZES: 47.5" x 96" C-1 UNFINISHED CONCRETE CG-1 CORNER GUARD 90 DEGREE ACROVYN; 5M-20N; COLOR: TBD 4' HIGH CPT-1 CARPET TILES INTERFACE; STYLE: TBD ASHLAR INSTALLATION LVT-1 LUXURY VINYL TILE SHAW CONTRACT, TERRAIN II; COLOR: TBD ASHLAR LVT-2 LUXURY VINYL TILE MANNINGTON; COLOR: TBD P-1 PAINT SHERWIN WILLIAMS; TBD; EGGSHELL GENERAL WALL PAINT P-2 PAINT SHERWIN WILLIAMS; TBD HM DOORS AND FRAMES - SEMI GLOSS P-4 PAINT SHERWIN WILLIAMS; TBD; EGGSHELL ACCENT WALL PAINT P-5 PAINT SHERWIN WILLIAMS, SW 7007 CEILING BRIGHT WHITE CEILING PAINT PL-1 PLASTIC LAMINATE WILSONART SC-1 STAINED CONCRETE SDT-1 STATIC DISSIPATIVE TILE ARMSTRONG, EXCELONG, 12" X 12" SS-1 SOLID SURFACE, CORIAN CORIAN, COLOR: TBD COUNTERS AND WINDOW SILLS T-1 PORCELAIN TILE 12x24 DALTILE; VIRTUO; COMPOSER VR11; 12"x24" TOILET ROOM FLOORS AND WALLS T-2 QUARRY TILE DALTILE QUARRY TILE; COLOR: ARID FLASH; SIZE: 6"x6" KITCHEN AND PANTRY TILE TB-1 TILE BASE DALTILE; 6" H BASE TB-2 TILE BASE DALTILE; QUARRY TILE BASE; COLOR: ARID FLASH, 5 x 6" ROUND TOP COVE BASE TCF TEXTILE COMPOSITION TILE J&J FLOORING, KINETEX ASHLAR WB-1 WALL BASE TARKETT; JOHNSONITE; 4" HIGH MILLWORK BASE; COLOR: TBD WF-1 WALKOFF CARPET TILE J+J FLOORING; STYLE: INCOGNITO; COLOR: TBD; SIZE: 24"x24" QUARTER-TURN INSTALLATION SHARED OFFICE (5) 1211 CONGREGATE ROOM 1206 COUNSELOR 1110 ADMINISTRATOR 1108 DISTRICT MGR 1109 COUNSELOR 1106 COUNSELOR 1105 O/B SPEC. 1104B REHAB AID 1104A SUPPLIES 1107 COUNSELOR 1111 MULTIP. 1112 AMBUL. WC 1113 FILES 1114 WAITING AREA 1101 TRANS. COOR. 1103 RESTROOM (M) 1201 RESTROOM (W) 1202 BREAKOUT 1 1208 NURSE 1209 STAIR 1 S11 EXIT CORRIDOR 1019 STORAGE 1210 TABLE STORAGE 1204 STRIVE CORRIDOR 1200 TELECOM 1003 MECHANICAL 1004 ELECTRICAL 1003A SECURITY OFFICE 1009 LACTATION 1011 FLEX STATION 1010 PANTRY 1205A CORRIDOR 1008 KITCHEN 1205 CONFERENCE 1012 BREAKROOM 1013 DIRECTOR SUPPORT 1406 ISSUANCE SUPER 1407 SYSTEMS ANALYSTS (3) 1408 EE SUPER 1510 EE CASE WORKER 1509 EE SUPER 1508 DFA CORRIDOR 1500 DFA CORRIDOR 1400 STAFF TOILETS (M) 1014 STAFF TOILETS (W) 1015 EBT TECH 1404D SS ADMIN ASST 1404C EBT TECH 1404B EBT TECH 1404A CLAIMS TELLERS 1402 CLAIMS/ ISSUA. LOBBY 1023 MAP SUPPLIES 1302 CC CASE WRK 1303 CC CASE WRK 1301 DFA/MAP CORRIDOR 1300 ADMIN ASST 1306C ADMIN ASST 1306B CC ADMIN 1306A CC SUPER 1305 DIRECTOR CERT. 1304 RECEPTION 1002 LOBBY 1001 DFA/MAP LOBBY 1020 INFO CLERK 1501A INFO CLERK 1501B ELIG. SPEC. 1501C ELIG. SUPER 1502 ELIG. SPEC. 1503A ELIG. SPEC. 1503B ELIG. SPEC. 1503C INFO CLERK 1501E INFO CLERK 1501D ELIG. SPEC. 1503L EE CLERK 1601N EE CLERK 1601A EE CASE WORKER 1601B EE CASE WORKER 1601M ELIG. SPEC. 1503J ELIG. SPEC. 1503I EE CASE WORKER 1601L EE CASE WORKER 1601C ELIG. SPEC. 1503D ELIG. SPEC. 1503E ELIG. SPEC. 1503H EE CASE WORKER 1601K EE CASE WORKER 1601D ELIG. SPEC. 1503F ELIG. SUPER 1505 ELIG. SUPER 1507 MAP FILES 1506 DFA FILES 1504 ELIG. SPEC. 1503G EE CASE WORKER 1601J EE CASE WORKER 1601I EE CASE WORKER 1601H EE CASE WORKER 1601E EE CASE WORKER 1601F EE CASE WORKER 1601G MAP CORRIDOR 1600 CUSTODIAL 1007 PUBLIC TOILETS (M) 1005 PUBLIC TOILETS (W) 1006 CLAIMS RECORDS 1401 ISSUANCE RECORDS 1403 WORKROOM 1308 DIRECTOR 1212 DFA SUPPLIES 1511 All Restrooms •Porcelain Floor Tiles •Wall Tiles at wet walls •Paint •Tile Base Lobby •LVT •Entry Walk-off Mat •Acoustic/decorative wall panels •Paint •Rubber Base •Decorative Ceiling (optional) DFA CORRIDOR 1500 DFA CORRIDOR 1500 DFA CORRIDOR 1400 All Storage Areas: •Stained Concrete •Paint •Rubber Base Shared Lobby •LVT •Entry Walk-off Mat •Acoustic/decorative wall panels •Paint •Rubber Base •Specialty Lighting (optional) •Decorative Ceiling (optional) MAP Offices and Office Corridors: •Carpet •Entry Walk-off Mat •Paint •Rubber Base •High Pressure Laminate counter top and cabinets Shared Workroom and Open Offices •TCF •Paint •Rubber Base •High Pressure Laminate counter top •High Pressure Laminate cabinets Claims/Issua. Lobby: •TCF •Paint •Rubber Base •High Pressure Laminate counter top Supplies: •TCF •Paint •Rubber Base •High Pressure Laminate counter top •High Pressure Laminate cabinets Conference Room: •Carpet •Paint •Rubber Base •Acoustic Panels (optional) •Specialty lighting (optional) •Decorative Ceiling (optional) Lactation and Breakroom: •LVT •Paint •Rubber Base •Solid surface counter top and back splash •High Pressure Laminate cabinets Kitchen and Pantry: •Porcelain Floor Tiles •Backsplash •Paint •Tile Base •Solid Surface Countertop •High Pressure Laminate Cabinets Congrate Room and Breakout: •LVT •Entry Walk-off Mat •Paint •Rubber Base •Solid surface counter tops and back splash •High Pressure Laminate cabinets •Ceiling clouds or Baffles (optional) Waiting Area: •LVT •Entry Walk-off Mat •Paint •Rubber Base •Specialty Lighting (optional) •Decorative Ceiling (optional) Voc. Rehab Open Areas: •LVT •Entry Walk-off Mat •Paint •Rubber Base •High Pressure Laminate counter top and cabinets Security Office and Flex Station: •LVT •Paint •Rubber Base •Solid surface counter top and back splash •High Pressure Laminate cabinets Reception Area: •Carpet •Paint •Rubber Base •Solid Surface desk top finish •High Pressure Laminate cabinets and vertical surfaces •Acoustic or decorative panels (optional) •Specialty lighting (optional) •Decorative Ceiling (optional) SUPPLIES 1405 A011 B4 P-1 P-1 P-1 P-1 LVT-1 WB-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-4 P-1 P-1 LVT-1 WB-1 P-1 P-4 P-1 P-1 LVT-1 WB-1 BREAKOUT 2 1207 P-1 P-1 P-1 P-1 SC-1 WB-1 T-1 P-1 P-1 P-1 T-1 TB-1 P-4 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 C-1 WB-1 P-1 P-1 P-4 P-1 LVT-1 WB-1 P-1 P-1 P-4 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-4 P-4 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 C-1 WB-1 STAIR 2 S12 P-1 T-1 T-1 P-1 T-1 TB-1 T-1 P-1 T-1 P-1 T-1 TB-1 P-1 P-1 P-1 P-4 LVT-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 T-2 TB-2 P-1 P-1 P-1 P-1 T-2 TB-2 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-4 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 T-1 P-1 P-1 P-1 T-1 TB-1 P-1 T-1 P-1 P-1 T-1 TB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 AP-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 LVT-1 LVT-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-1 P-4 TCF WB-1 P-1 P-1 P-1 P-4 TCF WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-4 P-1 P-1 CPT WB-1 P-1 P-4 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-4 TCF WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 T-1 P-1 T-1 T-1 TB-1 P-1 P-1 T-1 T-1 T-1 TB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-4 LVT-2 WB-1 P-1 P-1 P-1 P-1 CPT WB-1 P-1 P-4 P-1 P-1 TCF WB-1 P-1 P-4 P-1 P-1 TCF WB-1 P-1 P-4 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 C-1 WB-1 STAIR 3 S13 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-4 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-4 P-1 P-1 CPT WB-1 P-1 P-4 P-1 P-1 CPT WB-1 P-1 P-4 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 CLOSET 1112A P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-4 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-4 P-1 LVT-1 WB-1 P-1 P-4 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 A401 B3 A401 B4 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 NORTH 1. 2. 3. 4. 5. 6. ALL PAINT COLOR AND VARNISH STAINS, FINISHES TO BE SELECTED BY ARCHITECT. CONTRACTOR VERIFY ALL EXISTING PAINT FINISHES. THIS IS A HISTORIC BUILDING W/ MULTIPLE EXISTING PAINT FINISHES. ALL EXISTING LIME WASH PAINT FINISHES MUST BE HAND SCRAPPED, NO SANDBLASTING PERMITTED ON THESE TYPES OF EXISTING SURFACES. SURFACES W/ MULTIPLE & HYBRID PAINT FINISHES, CONTRACTOR SHOULD CONTACT ARCHITECT TO DETERMINE FINAL PAINT FINISH TO BE APPLIED. ALL DEMOLITION WORK THAT CAUSES EXISTING PAINT FINISHES AND/OR PLASTER FINISHES TO BE REMOVED FROM SURFACES SHOULD BE REPAIRED ND REPLACED W/ THE SAME MATERIAL FINISH. ANY QUESTIONS ON WHAT MATERIAL TO REUSE, CONTRACTOR MUST CONTACT ARCHITECT PRIOR TO SELECTION OF MATERIAL AND PERFORMANCE OF REPAIR WORK. ALL MORTAR MIXES MUST MEET CONSTRUCTION DOCUMENT SPECIFICATIONS AND MANUFACTURER'S SPECIFICATIONS. GENERAL FINISH NOTES FINISH SYMBOL LEGEND FLOORING WALLS X ACCENT FINISH GENERAL TEXTILE COMPOSITION TILE TCF VB-1 CPT-1 PT-1 PT-1 PT-1 PT-1 NOT IN SCOPE OF WORK (UNLESS NOTED OTHERWISE) WEST WALL FINISH FLOOR FINISH WALL BASE FINISH EAST WALL FINISH NORTH WALL FINISH SOUTH WALL FINISH PORCELAIN TILE T LUXURY VINYL TILE LVT SEALED CONCRETE SC ACOUSTIC WALL PANEL TYPES (PAT-1) PREFABRICATED ACOUSTICAL TREATMENT, (SEE SPECS.) (ASL-1) ACOUSTIC SURFACE LINER PANEL, (SEE SPECS.) STATIC DISSIPATIVE TILE SDT CARPET CPT WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A811 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP MAIN FLOOR FINISH PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A811 MAIN FLOOR FINISH PLAN B1 No. Description Date FINISH SELECTIONS - INTERIOR MARK MATERIAL TYPE PRODUCT DESCRIPTION INSTALLATION COMMENTS 800 - FINISHES ACT-1 ACOUSTICAL CEILING TILE USG: RADAR CLIMAPLUS #2410; COLOR: WHITE GRID: USG; DOWN DX.DXL; FLAT WHITE #50 AP-1 ACOUSTICAL PANEL SOELBERG; SLATZ WALL PANELS, COLOR TBD RUN VERTICAL PANEL SIZES: 47.5" x 96" C-1 UNFINISHED CONCRETE CG-1 CORNER GUARD 90 DEGREE ACROVYN; 5M-20N; COLOR: TBD 4' HIGH CPT-1 CARPET TILES INTERFACE; STYLE: TBD ASHLAR INSTALLATION LVT-1 LUXURY VINYL TILE SHAW CONTRACT, TERRAIN II; COLOR: TBD ASHLAR LVT-2 LUXURY VINYL TILE MANNINGTON; COLOR: TBD P-1 PAINT SHERWIN WILLIAMS; TBD; EGGSHELL GENERAL WALL PAINT P-2 PAINT SHERWIN WILLIAMS; TBD HM DOORS AND FRAMES - SEMI GLOSS P-4 PAINT SHERWIN WILLIAMS; TBD; EGGSHELL ACCENT WALL PAINT P-5 PAINT SHERWIN WILLIAMS, SW 7007 CEILING BRIGHT WHITE CEILING PAINT PL-1 PLASTIC LAMINATE WILSONART SC-1 STAINED CONCRETE SDT-1 STATIC DISSIPATIVE TILE ARMSTRONG, EXCELONG, 12" X 12" SS-1 SOLID SURFACE, CORIAN CORIAN, COLOR: TBD COUNTERS AND WINDOW SILLS T-1 PORCELAIN TILE 12x24 DALTILE; VIRTUO; COMPOSER VR11; 12"x24" TOILET ROOM FLOORS AND WALLS T-2 QUARRY TILE DALTILE QUARRY TILE; COLOR: ARID FLASH; SIZE: 6"x6" KITCHEN AND PANTRY TILE TB-1 TILE BASE DALTILE; 6" H BASE TB-2 TILE BASE DALTILE; QUARRY TILE BASE; COLOR: ARID FLASH, 5 x 6" ROUND TOP COVE BASE TCF TEXTILE COMPOSITION TILE J&J FLOORING, KINETEX ASHLAR WB-1 WALL BASE TARKETT; JOHNSONITE; 4" HIGH MILLWORK BASE; COLOR: TBD WF-1 WALKOFF CARPET TILE J+J FLOORING; STYLE: INCOGNITO; COLOR: TBD; SIZE: 24"x24" QUARTER-TURN INSTALLATION AIDE STATION 2108E AIDE STATION 2108F AIDE STATION 2108C AIDE STATION 2108D AIDE STATION 2108L AIDE STATION 2108K EDUCATION SUPERVISOR 2109 EDUCATION COORDINATOR 2111 MENTAL HEALTH COORDINATOR 2104 DISABILITY COORDINATOR 2103 HEALTH COORDINATOR 2102 AIDE STATION 2105A AIDE STATION 2105B AIDE STATION 2105C AIDE STATION 2105D AIDE STATION 2105E UTILITY 2106 HEAD START RECEPTION 2101 LOBBY 2000 FAMILY WAITING 2001 STORAGE 2001A CORRIDOR 1 2706 AIDE STATION 2108B AIDE STATION 2108A AIDE STATION 2108G AIDE STATION 2108H AIDE STATION 2108I AIDE STATION 2108J RECORDS 2110 PARENT INVOLVEMENT COORDINATOR 2112 INFANTS & TODDLER SPECIALIST 2403 SUPPLIES 2402 LICENSING 2408B RECORDS 2404 LICENSING 2408A CCR SPECIALIST 2406C QUAL. SPECIALIST 2406D DIRECTOR 2407 ADMINISTRATOR 2113 HEAD START EQUIPMENT STORAGE 2114 DONATION STORAGE 2310 STORAGE 2309 CASE WORKER FC 2308A CASE WORKER FC 2308B CASE WORKER PS 2308C CASE WORKER PS 2308D FAMILY SERVICE SPECIALIST PS 2301D FAMILY SERVICE SPECIALIST PS 2301E FAMILY SERVICE SPECIALIST FC 2301A FAMILY SERVICE SPECIALIST FC 2301B LICENSING 2301C RECORDS 2302 VISITATION ROOM 2303 OFFICE MANAGER 2304 DISTRICT MANAGER PROTECTIVE SERVICES 2305 DISTRICT MANAGER FOSTER CARE 2306 AIDE STATION 2105F PUBLIC TOILETS (M) 2005 PUBLIC TOILETS (W) 2006 CUSTODIAL 2004 STAFF TOILETS (W) 2012 STAFF TOILETS (M) 2011 CONFERENCE 2010 BREAKROOM 2009 LACTATION 2008 WORKROOM 2207 DISTRICT MANAGER 2206 ADMINISTRATOR 2205 FLEX WORKSTATIONS 2007 MECHANICAL 2003 TELE/ELEC 2002 WAITING ROOM 2201 RECORDS 2209 ADMIN. ASST. 2208 SOCIAL WORKER 2204B INTERVIEW 2 2203 INTERVIEW 1 2202 HEAD START EQUIPMENT STORAGE 2115 ADMINISTRATOR 2307 RECORDS 2107 DCFS CORRIDOR 2300 CORRIDOR 2000B INTAKE CORRIDOR 2200 SOCIAL WORKER 2204A SOCIAL WORKER 2204C SOCIAL WORKER 2204D WAITING AREA 2409 HEAD START CORRIDOR 2100 CCR SPECIALIST 2406B CCR SPECIALIST 2406A ADMINISTRATOR 2405 OFFICE ASST. 2408D PROC. COORD. 2408C STORAGE 2401 OCCRS CORRIDOR 2400 All Restrooms •Porcelain Floor Tiles •Wall Tiles at wet walls •Paint •Tile Base Family Waiting: •TCF •Paint (colorful) •Rubber Base •Decorative Walls (optional) •Specialty lighting (optional) All Storage Areas: •Stained Concrete •Paint •Rubber Base Lobby •LVT •Acoustic/decorative wall panels •Paint •Rubber Base •Decorative Ceiling (optional) Lactation and Breakroom: •LVT •Paint •Rubber Base •Solid surface counter top and back splash •High Pressure Laminate cabinets Conference Room: •TCF •Paint •Rubber Base •Acoustic Panels (optional) •Specialty lighting (optional) •Decorative Ceiling (optional) Reception Area: •TCF •Paint •Rubber Base •Solid Surface desk top finish •High Pressure Laminate cabinets and vertical surfaces •Acoustic or decorative panels (optional) •Specialty lighting (optional) •Decorative Ceiling (optional) STAIR 3 S23 P-1 P-1 P-1 P-1 C-1 WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-4 P-1 P-1 TCF WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 SC-1 WB-1 P-1 P-4 P-1 P-1 TCF WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-4 P-1 TCF WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 LVT-1 LVT-1 STAIR 2 S22 P-1 P-1 P-1 P-1 C-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-4 P-1 P-1 CPT WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-1 P-4 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-4 P-1 TCF WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 T-1 P-1 P-1 P-1 T-1 TB-1 P-1 T-1 P-1 P-1 T-1 TB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 T-1 P-1 T-1 T-1 TB-1 P-1 P-1 T-1 T-1 T-1 TB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 LVT-1 WB-1 P-1 P-4 P-1 P-1 CPT WB-1 P-1 P-4 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 TCF WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-4 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-4 P-4 1. 2. 3. 4. 5. 6. ALL PAINT COLOR AND VARNISH STAINS, FINISHES TO BE SELECTED BY ARCHITECT. CONTRACTOR VERIFY ALL EXISTING PAINT FINISHES. THIS IS A HISTORIC BUILDING W/ MULTIPLE EXISTING PAINT FINISHES. ALL EXISTING LIME WASH PAINT FINISHES MUST BE HAND SCRAPPED, NO SANDBLASTING PERMITTED ON THESE TYPES OF EXISTING SURFACES. SURFACES W/ MULTIPLE & HYBRID PAINT FINISHES, CONTRACTOR SHOULD CONTACT ARCHITECT TO DETERMINE FINAL PAINT FINISH TO BE APPLIED. ALL DEMOLITION WORK THAT CAUSES EXISTING PAINT FINISHES AND/OR PLASTER FINISHES TO BE REMOVED FROM SURFACES SHOULD BE REPAIRED ND REPLACED W/ THE SAME MATERIAL FINISH. ANY QUESTIONS ON WHAT MATERIAL TO REUSE, CONTRACTOR MUST CONTACT ARCHITECT PRIOR TO SELECTION OF MATERIAL AND PERFORMANCE OF REPAIR WORK. ALL MORTAR MIXES MUST MEET CONSTRUCTION DOCUMENT SPECIFICATIONS AND MANUFACTURER'S SPECIFICATIONS. GENERAL FINISH NOTES FINISH SYMBOL LEGEND FLOORING WALLS X ACCENT FINISH GENERAL TEXTILE COMPOSITION TILE TCF VB-1 CPT-1 PT-1 PT-1 PT-1 PT-1 NOT IN SCOPE OF WORK (UNLESS NOTED OTHERWISE) WEST WALL FINISH FLOOR FINISH WALL BASE FINISH EAST WALL FINISH NORTH WALL FINISH SOUTH WALL FINISH PORCELAIN TILE T LUXURY VINYL TILE LVT SEALED CONCRETE SC ACOUSTIC WALL PANEL TYPES (PAT-1) PREFABRICATED ACOUSTICAL TREATMENT, (SEE SPECS.) (ASL-1) ACOUSTIC SURFACE LINER PANEL, (SEE SPECS.) STATIC DISSIPATIVE TILE SDT CARPET CPT WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A821 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP 2ND FLOOR FINISH PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A821 2ND FLOOR FINISH PLAN B1 No. Description Date FINISH SELECTIONS - INTERIOR MARK MATERIAL TYPE PRODUCT DESCRIPTION INSTALLATION COMMENTS 800 - FINISHES ACT-1 ACOUSTICAL CEILING TILE USG: RADAR CLIMAPLUS #2410; COLOR: WHITE GRID: USG; DOWN DX.DXL; FLAT WHITE #50 AP-1 ACOUSTICAL PANEL SOELBERG; SLATZ WALL PANELS, COLOR TBD RUN VERTICAL PANEL SIZES: 47.5" x 96" C-1 UNFINISHED CONCRETE CG-1 CORNER GUARD 90 DEGREE ACROVYN; 5M-20N; COLOR: TBD 4' HIGH CPT-1 CARPET TILES INTERFACE; STYLE: TBD ASHLAR INSTALLATION LVT-1 LUXURY VINYL TILE SHAW CONTRACT, TERRAIN II; COLOR: TBD ASHLAR LVT-2 LUXURY VINYL TILE MANNINGTON; COLOR: TBD P-1 PAINT SHERWIN WILLIAMS; TBD; EGGSHELL GENERAL WALL PAINT P-2 PAINT SHERWIN WILLIAMS; TBD HM DOORS AND FRAMES - SEMI GLOSS P-4 PAINT SHERWIN WILLIAMS; TBD; EGGSHELL ACCENT WALL PAINT P-5 PAINT SHERWIN WILLIAMS, SW 7007 CEILING BRIGHT WHITE CEILING PAINT PL-1 PLASTIC LAMINATE WILSONART SC-1 STAINED CONCRETE SDT-1 STATIC DISSIPATIVE TILE ARMSTRONG, EXCELONG, 12" X 12" SS-1 SOLID SURFACE, CORIAN CORIAN, COLOR: TBD COUNTERS AND WINDOW SILLS T-1 PORCELAIN TILE 12x24 DALTILE; VIRTUO; COMPOSER VR11; 12"x24" TOILET ROOM FLOORS AND WALLS T-2 QUARRY TILE DALTILE QUARRY TILE; COLOR: ARID FLASH; SIZE: 6"x6" KITCHEN AND PANTRY TILE TB-1 TILE BASE DALTILE; 6" H BASE TB-2 TILE BASE DALTILE; QUARRY TILE BASE; COLOR: ARID FLASH, 5 x 6" ROUND TOP COVE BASE TCF TEXTILE COMPOSITION TILE J&J FLOORING, KINETEX ASHLAR WB-1 WALL BASE TARKETT; JOHNSONITE; 4" HIGH MILLWORK BASE; COLOR: TBD WF-1 WALKOFF CARPET TILE J+J FLOORING; STYLE: INCOGNITO; COLOR: TBD; SIZE: 24"x24" QUARTER-TURN INSTALLATION CORRIDOR 3000 CORRIDOR 3000 FRAUD INVESTIG. 3224 CONFERENCE 3307 SERVER CENTER 3401 ACCT PAYABLE 3507 DISTRICT MGR 3223 MANAGEMENT EVAL 3222 ADMINISTRATOR 3221 DIRECTOR PR 3219 DIRECTOR TANF 3218 TRAINING OFFICER 3217 EMPLOYMENT TRAINING OFFICER 3226 EMPLOYMENT TRAINING OFFICER 3212 PREP STOR 3214A (2) PREP 3214 (2) QC SUPER & REV. 3213 PI DIRECTOR 3211 QC REVIEWER 3209 PI ANALYST 3207 ASST. DIRECTOR 3205 PE SPEC. 3203 FRAUD INVESTIG. 3201 PE SPEC. 3202 MAP RECORDS 3229 FRAUD RECORDS 3228 EMPLOYMENT TRAINING OFFICER 3227 PE SPEC 3208 PE SPEC. 3204 JOBS LAB 3021 FRAUD INVESTIG. 3225 ADMIN ASST 3216F FRONT END INVESTIG. 3216D IT MANAGER 3210A WAITING 3022 QC ADMIN ASST 3215A OFFICE MANAGER 3215B QC REVIEWER 3216B EXEC ASST 3210B SWITCH BOARD 3220B DEPUTY COMMISSIONER 3308 GENERALIST 3309 GENERALIST 3305 LABOR RELATIONS 3310 RECORDS 3302 MAP STORAGE 3230 ADMIN ASST 3304B HR ASST 3304A WRKSTN 3301 COPY/PRINT 3303 EXEC. ASST 3304C PREP AREA 3001C TRAINING ROOM 3001 FLEX STATIONS 3002 PUBLIC TOILETS (M) 3005 PUBLIC TOILETS (W) 3006 SHARED BREAKROOM 3010 LACTATION 3009 STAFF TOILETS (M) 3014 STAFF TOILETS (W) 3015 MECHANICAL 3004 CUSTODIAL 3007 ELECTRICAL/ TELECOM 3003 NETWORK MANAGER 3404 SYSTEMS MANAGER 3405 DIRECTOR 3406 SECURE STORAGE 3017 ADMIN ASST 3403A SYSTEMS ANALYST 3403D ANALYST 3403C HELP DESK 3402A HELP DESK 3402B NETWORK ANALYST 3402C SUPPLIES 3403B COMP SETUP 3403 STX DC OFFICE 3105 CAPITAL PROJECTS 3106 ASST. DC 3104 STORAGE 3103 ADMIN ASST 3102 DEPUTY COMMISIONER 3101 CPO 3703 ASSET DIRECTOR 3702 ASSET STORAGE 3704 INVENTORY CLERK 3701E MESSENGER 3701D PROCUREMENT 3701B PROCUREMENT 3701A PROCUREMENT 3701C CONTRACT ADMIN 3606 COMMS 3607 LEGAL COUNSEL 3608 RECEPTION 3502 CONFERENCE 3512 RECORDS 3513 PAYROLL SUPER 3503 DIRECTOR 3510 AUDIT DIRECTOR 3511 DIRECTOR 3509 CFO 3508 SPEC. ASST. 3506 AUDIT DIRECTOR 3505 UTILITY 3016 MAIL ROOM 3604 INTERNAL WORKROOM 3601 EXEC. PM 3610 ADA TOILET 3612 STX AC 3609 INTERNAL BREAKROOM 3611 STT/STJ AC 3613 CONFERENCE 3615 OFFICE ASST. 3618B DIR. COMMUNITY ENGAGE. 3617 FED. FIN. ANALYST 3504G FIN. ANALYST 3504C FILES 3620 FED. GRANT COORD. 3504A PAYROLL CLERK 3501E AP SPECIALIST 3501B COPY/ PRINT 3514 CONTROL AUDIT 3501G RECEPTION 3602 STRATEGIC ANALYST 3614 COMM. ASST. 3618A SUPPLIES 3515 PRIVATE WC 3613A PRIVATE WC 3508A LOBBY 3000 MIS CORRIDOR 3400 CORRIDOR 3000A FISCAL CORRIDOR 3500 HR CORRIDOR 3300 OTC CORRIDOR 3600 DFA/MAP CORRIDOR 3200 OPS CORRIDOR 3700 CORRIDOR 3100 All Restrooms •Porcelain Floor Tiles •Wall Tiles at wet walls •Paint •Tile Base Lobby •LVT •Acoustic/decorative wall panels •Paint •Rubber Base •Decorative Ceiling (optional) Lactation and Breakroom: •LVT •Paint •Rubber Base •Solid surface counter top and back splash •High Pressure Laminate cabinets Conference Rooms: •Carpet •Paint •Rubber Base •Acoustic Panels (optional) •Specialty lighting (optional) •Decorative Ceiling (optional) Internal Work Room: •Carpet •Paint •Rubber Base •Solid Surface desk top finish •High Pressure Laminate cabinets and vertical surfaces Internal Breakroom: •LVT •Paint •Rubber Base •Solid surface counter top and back splash •High Pressure Laminate cabinets Mail Room: •Stained Concrete •Paint •Rubber Base •Solid Surface desk top finish •High Pressure Laminate cabinets and vertical surfaces Training Room: •TCF •Paint •Rubber Base •High Pressure Laminate Counter top and Cabinets •Decorative Ceiling (optional) Kitchen: •Porcelain Floor Tiles •Backsplash •Paint •Tile Base •Solid Surface Countertop •High Pressure Laminate Cabinets Supplies, Copy/Print, and Reception •TCF •Paint •Rubber Base •High Pressure Laminate counter top •High Pressure Laminate cabinets and vertical surfaces Conference Room: •TCF •Paint •Rubber Base •Acoustic Panels (optional) •Specialty lighting (optional) •Decorative Ceiling (optional) Supplies, Copy/Print, and Work Station: •TCF •Paint •Rubber Base •High Pressure Laminate counter top •High Pressure Laminate cabinets COMMISSIONER 3616 PRIVATE WC 3616B DFA RECORDS 3220 STAIR 3 S33 CORRIDOR 3000 STAIR 2 S32 STAIR 1 S31 P-1 P-1 P-1 P-1 C-1 WB-1 P-1 P-1 T-1 P-1 T-1 TB-1 P-1 P-4 P-1 P-1 CPT WB-1 P-4 P-1 P-1 P-1 LVT-2 WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 C-1 WB-1 P-1 P-1 P-1 P-1 T-2 TB-2 MAP DIRECTOR 3206 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-4 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 C-1 WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 SDT-1 WB-1 P-4 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-4 P-1 LVT-2 WB-1 LVT-1 LVT-1 P-1 P-1 P-4 P-1 CPT WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-4 P-1 T-1 TB-1 P-1 P-1 P-4 P-1 T-1 TB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-4 CPT WB-1 P-1 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-4 P-1 P-1 TCF WB-1 P-4 P-1 P-1 P-1 WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-4 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-4 P-1 TCF WB-1 P-1 P-1 T-1 P-1 T-1 TB-1 P-1 P-4 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 CPT WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-4 P-1 CPT WB-1 P-1 P-1 P-4 P-1 TCF WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-4 TCF WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-4 P-1 SC-1 WB-1 P-1 P-1 P-4 P-1 TCF WB-1 P-1 P-1 P-4 P-1 TCF WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 LVT WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 T-1 P-1 P-1 P-1 T-1 TB-1 P-1 T-1 P-1 P-1 T-1 TB-1 P-1 T-1 P-1 T-1 T-1 TB-1 P-1 P-1 T-1 T-1 T-1 TB-1 1'-8 1/8" P-1 P-1 P-1 P-1 TCF WB-1 P-1 P-1 P-1 P-1 TCF WB-1 P-4 1. 2. 3. 4. 5. 6. ALL PAINT COLOR AND VARNISH STAINS, FINISHES TO BE SELECTED BY ARCHITECT. CONTRACTOR VERIFY ALL EXISTING PAINT FINISHES. THIS IS A HISTORIC BUILDING W/ MULTIPLE EXISTING PAINT FINISHES. ALL EXISTING LIME WASH PAINT FINISHES MUST BE HAND SCRAPPED, NO SANDBLASTING PERMITTED ON THESE TYPES OF EXISTING SURFACES. SURFACES W/ MULTIPLE & HYBRID PAINT FINISHES, CONTRACTOR SHOULD CONTACT ARCHITECT TO DETERMINE FINAL PAINT FINISH TO BE APPLIED. ALL DEMOLITION WORK THAT CAUSES EXISTING PAINT FINISHES AND/OR PLASTER FINISHES TO BE REMOVED FROM SURFACES SHOULD BE REPAIRED ND REPLACED W/ THE SAME MATERIAL FINISH. ANY QUESTIONS ON WHAT MATERIAL TO REUSE, CONTRACTOR MUST CONTACT ARCHITECT PRIOR TO SELECTION OF MATERIAL AND PERFORMANCE OF REPAIR WORK. ALL MORTAR MIXES MUST MEET CONSTRUCTION DOCUMENT SPECIFICATIONS AND MANUFACTURER'S SPECIFICATIONS. GENERAL FINISH NOTES FINISH SYMBOL LEGEND FLOORING WALLS X ACCENT FINISH GENERAL TEXTILE COMPOSITION TILE TCF VB-1 CPT-1 PT-1 PT-1 PT-1 PT-1 NOT IN SCOPE OF WORK (UNLESS NOTED OTHERWISE) WEST WALL FINISH FLOOR FINISH WALL BASE FINISH EAST WALL FINISH NORTH WALL FINISH SOUTH WALL FINISH PORCELAIN TILE T LUXURY VINYL TILE LVT SEALED CONCRETE SC ACOUSTIC WALL PANEL TYPES (PAT-1) PREFABRICATED ACOUSTICAL TREATMENT, (SEE SPECS.) (ASL-1) ACOUSTIC SURFACE LINER PANEL, (SEE SPECS.) STATIC DISSIPATIVE TILE SDT CARPET CPT WALL LEGEND NON-RATED SMOKE PARTITION 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR FIRE BARRIER 2 HOUR SMOKE BARRIER TO CEILING +6" TO DECK ABOVE (ACOUSTIC / INSULATED) TO CEILING +6" (ACOUSTIC / INSULATED) TO DECK ABOVE *SEE G201 FOR WALL TYPE INFORMATION NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A831 04/06/2026 JT Author 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP 3RD FLOOR FINISH PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1/8" = 1'-0" A831 3RD FLOOR FINISH PLAN B1 No. Description Date FINISH SELECTIONS - INTERIOR MARK MATERIAL TYPE PRODUCT DESCRIPTION INSTALLATION COMMENTS 800 - FINISHES ACT-1 ACOUSTICAL CEILING TILE USG: RADAR CLIMAPLUS #2410; COLOR: WHITE GRID: USG; DOWN DX.DXL; FLAT WHITE #50 AP-1 ACOUSTICAL PANEL SOELBERG; SLATZ WALL PANELS, COLOR TBD RUN VERTICAL PANEL SIZES: 47.5" x 96" C-1 UNFINISHED CONCRETE CG-1 CORNER GUARD 90 DEGREE ACROVYN; 5M-20N; COLOR: TBD 4' HIGH CPT-1 CARPET TILES INTERFACE; STYLE: TBD ASHLAR INSTALLATION LVT-1 LUXURY VINYL TILE SHAW CONTRACT, TERRAIN II; COLOR: TBD ASHLAR LVT-2 LUXURY VINYL TILE MANNINGTON; COLOR: TBD P-1 PAINT SHERWIN WILLIAMS; TBD; EGGSHELL GENERAL WALL PAINT P-2 PAINT SHERWIN WILLIAMS; TBD HM DOORS AND FRAMES - SEMI GLOSS P-4 PAINT SHERWIN WILLIAMS; TBD; EGGSHELL ACCENT WALL PAINT P-5 PAINT SHERWIN WILLIAMS, SW 7007 CEILING BRIGHT WHITE CEILING PAINT PL-1 PLASTIC LAMINATE WILSONART SC-1 STAINED CONCRETE SDT-1 STATIC DISSIPATIVE TILE ARMSTRONG, EXCELONG, 12" X 12" SS-1 SOLID SURFACE, CORIAN CORIAN, COLOR: TBD COUNTERS AND WINDOW SILLS T-1 PORCELAIN TILE 12x24 DALTILE; VIRTUO; COMPOSER VR11; 12"x24" TOILET ROOM FLOORS AND WALLS T-2 QUARRY TILE DALTILE QUARRY TILE; COLOR: ARID FLASH; SIZE: 6"x6" KITCHEN AND PANTRY TILE TB-1 TILE BASE DALTILE; 6" H BASE TB-2 TILE BASE DALTILE; QUARRY TILE BASE; COLOR: ARID FLASH, 5 x 6" ROUND TOP COVE BASE TCF TEXTILE COMPOSITION TILE J&J FLOORING, KINETEX ASHLAR WB-1 WALL BASE TARKETT; JOHNSONITE; 4" HIGH MILLWORK BASE; COLOR: TBD WF-1 WALKOFF CARPET TILE J+J FLOORING; STYLE: INCOGNITO; COLOR: TBD; SIZE: 24"x24" QUARTER-TURN INSTALLATION REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A901 04/06/2026 JT HK 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP 3D OVERVIEW B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1. AXONOMETRIC - NORTHEAST 2. AXONOMETRIC - NORTHWEST 3. AXONOMETRIC - SOUTHEAST 4. AXONOMETRIC - SOUTHWEST No. Description Date REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A902 04/06/2026 JT HK 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP 3D ELEVATIONS B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 1. BUILDING ELEVATION - NORTH 2. BUILDING ELEVATION - EAST 3. BUILDING ELEVATION - SOUTH 4. BUILDING ELEVATION - WEST No. Description Date REVISIONS: DRAWN BY: CHECKED BY: DATE: NOVUS JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER A903 04/06/2026 JT HK 1303 Hospital Ground St. Thomas, US. Virgin Islands 00802 KNUD HANSEN BLDG & EQUIP 3D PERSPECTIVES B: 30% CONSTRUCTION DOCUMENTS 470-23-49 010-9-101918 10/15/2025 04/06/2026 2. 3D PERSPECTIVE - LIGHTWELL STAIR 4. 3D PERSPECTIVE - STEP STREET 6. 3D PERSPECTIVE - LOWER ENTRY PLAZA 5. 3D PERSPECTIVE - MAIN ENTRY PLAZA 3. 3D PERSPECTIVE - MAIN ENTRY DROP OFF 1. 3D PERSPECTIVE - MAIN ENTRY APPROACH No. Description Date FIRE PROTECTION GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13, 14, 20, 24 AND ALL APPLICABLE STATE CODES. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE MARSHAL AND ARCHITECT/ENGINEER. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND STATE FIRE MARSHAL AND SHALL BE APPROVED PRIOR TO ANY INSTALLATION. PIPE ROUTING SHOWN IS SCHEMATIC ONLY. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE ANY ADDITIONAL OFFSETS REQUIRED FOR PROPER INSTALLATION AND COORDINATION WITH OTHER TRADES. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO ALLOW THE OWNER MAXIMUM USE OF THE SPACE. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING DESCRIPTIONS AND HEIGHTS. SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES AND CEILING SYSTEMS. SPACING OF SPRINKLERS SHALL BE IN ACCORDANCE WITH NFPA 13 AND THE LISTING OF THE SPRINKLER. SPRINKLER LOCATIONS SHALL BE CENTERED IN THE TILE. PROVIDE ARMOVER OR SWING JOINT AS REQUIRED. SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE INSTALLED WITH DEFLECTOR 1" BELOW THE BOTTOM OF THE BEAM (MAXIMUM 22" BELOW ROOF DECK). EXPOSED BAR JOISTS THAT HAVE SPRAY-ON FIRE PROOFING THAT MAKES THE JOIST SOLID SHALL BE TREATED LIKE A BEAM WITH THE SPRINKLERS 1" BELOW THE BOTTOM OF THE FIRE PROOFING. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON-ACCESSIBLE CEILINGS AND CHASES. PROVIDE A PERMANENTLY ATTACHED NAME TAG TO THE RISER STATING THE REQUIRED DESIGN CRITERIA FOR EACH HYDRAULICALLY-DESIGNED SYSTEM. PROVIDE SPRINKLERS UNDERNEATH ALL EXPOSED DUCTWORK WHICH IS OVER 48" WIDE AND SPACE HEADS AROUND ALL OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13. HEADS UNDER DUCTS ARE NOT INDICATED ON THE DRAWINGS BUT ARE REQUIRED AND SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13. SPRINKLER LOCATIONS UNDER DUCTWORK AND AROUND OBSTRUCTIONS SHALL BE GOVERNED BY FINAL INSTALLED LOCATIONS. PROVIDE SPRINKLERS AT THE TOP AND BOTTOM OF ALL STAIRWELLS AND AT THE LANDING OF EACH FLOOR THAT OPENS INTO MORE THAN ONE FIRE ZONE. PROVIDE SPRINKLER GUARDS ON ALL HEADS IN ELECTRIC ROOMS, TELEPHONE ROOMS, ELEVATOR ROOMS, ELEVATOR SHAFTS AND ON ANY HEADS LESS THAN 7'-0" ABOVE THE FLOOR. IF SYSTEM PRESSURE EXCEEDS 100 PSI, ALL HANGERS ON END HEADS IN PENDANT POSITION SHALL BE WITHIN 12" OF END OF LINE IN ACCORDANCE WITH NFPA 13. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER ELECTRICAL SHALL BE REROUTED AT NO ADDITIONAL COST. PROVIDE 20-GAUGE STEEL SPRINKLER CANOPY SHIELD AT SPRINKLERS IN TRASH CHUTE PER NFPA #13. SPRINKLERS IN ELEVATOR SHAFTS AND EQUIPMENT ROOMS ARE TO BE INTERMEDIATE TEMPERATURE 200°F SPRINKLERS PER NFPA 13. WET BULK SUPPLY MAINS AND HOSE SUPPLY MAINS EXPOSED TO THE WEATHER SHALL BE INSULATED AND PROVIDED WITH AN ALUMINUM JACKET. THE FIRE PROTECTION SYSTEMS AND INFORMATION SHOWN WITHIN THESE DRAWINGS AND THE SPECIFICATIONS, REPRESENT THE DESIGN INTENT OF THE ENGINEER OF RECORD. THESE DRAWINGS AND SPECIFICATIONS ARE IN COMPLIANCE WITH STATE RULE 61G15-32 FOR FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT LAYOUT DRAWINGS TO THE AUTHORITY HAVING JURISDICTION FOR PERMITTING AND REVIEW. THE LAYOUT DRAWINGS SHALL BE IN COMPLIANCE WITH FLORIDA STATE RULE 61G15-32 AND NFPA 13 - WORKING PLANS SECTION. IN ADDITION TO STANDARD LAYOUT DRAWINGS AND HYDRAULIC CALCULATIONS, CONTRACTOR SHALL PROVIDE SIGNED AND SEALED LAYOUT DRAWINGS AND HYDRAULIC CALCULATIONS, SIGNED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER (PE). THE NEW XX" WATER MAIN IS CONNECTED TO AN EXISTING XX" LOOPED WATER MAIN. THE LOCAL WATER SUPPLIER HAS NOT INDICATED THAT THE WATER SUPPLY COULD LEAD TO MICROBIAL INDUCED CORROSION. ALL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES AND ALL ZONES SHALL BE PROVIDED WITH FLOW SWITCHES WIRED TO THE FIRE ALARM SYSTEM. DESIGN CRITERIA FIRE PROTECTION FLOW TEST DATA STATIC HYDRANT STATIC - TBD RESIDUAL - TBD FLOW HYDRANT TBD DATE - TBD TIME - TBD LOCATION - TBD TEST CONDUCTED BY - TBD • • • • • • • • • • • • • • • • • • • ENTIRE SPACE (EXCEPT AS NOTED): OCCUPANCY CLASSIFICATION: SYSTEM TYPE: DESIGN DENSITY: HYDRAULIC REMOTE AREA: SPRINKLER ORIFICE SIZE: DURATION OF SUPPLY: MAX. COVERAGE/SPRINKLER HEAD: HOSE STREAM ALLOWANCE: STORAGE, MECH./ELEC. ROOMS: OCCUPANCY CLASSIFICATION: SYSTEM TYPE: DESIGN DENSITY: HYDRAULIC REMOTE AREA: SPRINKLER ORIFICE SIZE: DURATION OF SUPPLY: MAX. COVERAGE/SPRINKLER HEAD: HOSE STREAM ALLOWANCE: STANDPIPE: SYSTEM DESCRIPTION: REFERENCE PUBLICATIONS: THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJECT. FLORIDA FIRE PREVENTION CODE, 7th EDITION (2020) NFPA 2, HYDROGEN TECHNOLOGIES CODE, 2016 EDITION NFPA 4, STANDARD FOR INTEGRATED FIRE PROTECTION AND LIFE SAFETY SYSTEM TESTING, 2018 EDITION NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2018 EDITION NFPA 11, STANDARD FOR LOW, MEDIUM, AND HIGH-EXPANSION FOAM, 2016 EDITION NFPA 12, STANDARD ON CARBON DIOXIDE EXTINGUISHING SYSTEMS, 2015 EDITION NFPA 12A, STANDARD ON HALON 1301 FOR EXTINGUISHING SYSTEMS, 2015 EDITION NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION NFPA 13D, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE AND TWO-FAMILY DWELINGS AND MANUFACTURED HOMES, 2016 EDITION NFPA 13R, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN LOW-RISE RESIDENTIAL OCCUPANCIES, 2016 EDITION NFPA 14, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS, 2016 EDITION NFPA 15, STANDARD FOR WATER SPRAY FIXED SYSTEMS FOR FIRE PROTECTION, 2017 EDITION NFPA 16, STANDARD FOR THE INSTALLATION OF FOAM-WATER SPRINKLER AND FOAM-WATER SPRAY SYSTEMS, 2015 EDITION NFPA 17, STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEM, 2017 EDITION NFPA 17A, STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS NFPA 20, STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION, 2016 EDITION NFPA 22, STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION, 2013 EDITION NFPA 24, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES, 2016 EDITION NFPA 25, STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS, 2017 EDITION SPRINKLER TYPE CRITERIA: SPRINKLERS IN GYPSUM BOARD CEILINGS, RECEPTIONS, SPECIALTY CEILINGS TO BE CONCEALED (WHITE COVERPLATE), AND SHALL BE RATED AT 165°F WITH A 5.6 K-FACTOR. ALL SPRINKLERS IN OFFICES AND BACK OF HOUSE SPACES TO HAVE SEMI-RECESSED SPRINKLERS (CHROME FINISH), AND SHALL BE RATED AT 165°F WITH A 5.6 K-FACTOR. ALL SPRINKLERS IN AREAS WITH NO CEILINGS TO HAVE BRASS UPRIGHT SPRINKLERS, AND SHALL BE RATED AT 165° F WITH A 5.6 K-FACTOR. PROVIDE SPRINKLER HEAD WITH GUARDS IN MECHANICAL/ELECTRICAL ROOMS. LIGHT HAZARD WET PIPE .10 GPM/SQ.FT. 1,500 SQ. FT. 1/2" 60 - 90 MIN. 225 SQ. FT. OR SPRINKLER LISTING 250 GPM ORDINARY HAZARD GROUP I WET PIPE .15 GPM/SQ.FT. 1,500 SQ. FT. 1/2" 60 - 90 MIN. 130 SQ. FT. OR SPRINKLER LISTING 250 GPM AUTOMATIC WET REMOVE IF NOT APPLICABLE REMOVE IF NOT APPLICABLE FLORIDA ADMINISTRATIVE CODE CHAPTER 61G15-32 NOTES: 1. 2. 3. 4. 5. 6. 7. 8. THE FIRE PROTECTION SYSTEM SCOPE OF WORK SHALL INCLUDE THE PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS (WORKING PLANS). PROVIDE ALL EQUIPMENT, MATERIALS, COMPONENTS, ASSEMBLIES AND SUPPORT SYSTEMS REQUIRED, AS DESCRIBED, IN NFPA 13. THE FIRE PROTECTION CONTRACTOR SHALL CONDUCT A HYDRANT FLOW TEST AND PERFORM HYDRAULIC CALCULATIONS FOR PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS (WORKING PLANS). THE FIRE PROTECTION DESIGN, CALCULATIONS, INSTALLATION AND THE ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13 ; NFPA 24 ; THE FLORIDA BUILDING CODE, THE FLORIDA FIRE PREVENTION CODE AND ALL LOCAL CODES REQUIRED BY THE AUTHORITY HAVING JURISDICTION. AREA OCCUPANCIES AND HAZARD CLASSIFICATIONS ARE LISTED IN THE DESIGN CRITERIA NOTE LOCATED ON THE CONTRACT DOCUMENTS. THE STRUCTURAL SUPPORTS AND OPENINGS FOR THE FIRE PROTECTION SYSTEM HAVE BEEN COORDINATED WITH THE STRUCTURAL ENGINEER. ALL SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES AND INTERFACE WITH THE FACP ON THE SUPERVISORY CIRCUIT, ALL FLOW SWITCHES SHALL INTERFACE WITH THE FACP ON THE ALARM CIRCUIT. THE FIRE PROTECTION CONTRACTOR SHALL PREPARE AND PROVIDE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS AND HYDRAULIC CALCULATIONS. FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND THE LOCAL AHJ FOR ACCEPTANCE PRIOR TO PERMITTING. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE LISTED AND TESTED FOR FIRE PROTECTION USE. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE THE U.L. LISTED AND FM APPROVED. THE WATER SUPPLY FOR THE FIRE PROTECTION SYSTEM HAS NOT SHOWN ANY EVIDENCE OF MICROBIAL INDUCED CORROSION (MIC). THE FIRE PROTECTION CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY EVIDENCE OF MIC AND PROVIDE NECESSARY WATER TREATMENT AS NEED TO REDUCE OR ELIMINATE MIC. EDITOR NOTE: SHOP DRAWINGS AND HYDRAULIC CALCULATIONS TO BE SIGNED AND SEALED? REQUIRED BY CODE: NO REASONING: IN RECENT YEARS WE HAVE SEEN AN INCREASE NUMBER OF FIRE MARSHALLS IN VARIOUS FLORIDA'S JURISDICTIONS REQUIRE SHOP DRAWINGS AND CALCULATION SUBMITTED BY CONTRACTORS TO BE SIGNED AND SEALED BY A PE. REMOVE IF NOT REQUIRED BY JURISDICATION. FIRE PROTECTION LEGEND OR - CONTROL VALVE W/ TAMPER SWITCH SYMBOL DESCRIPTION - CHECK VALVE - FLOW SWITCH - FIRE DEPARTMENT CONNECTION (WALL MOUNTED) - FIRE DEPARTMENT CONNECTION (SIDEWALK SIAMESE) - FIRE VALVE CABINET - STANDPIPE WITH FIRE DEPARTMENT VALVE - SPRINKLER DRAIN RISER - COMBINATION RISER - DRAIN VALVE 1 - REVISION REFERENCE - DETAIL REFERENCE CALLOUT 1 FP3.01 DETAIL No. SHEET SHOWN ON - BACKFLOW PREVENTOR - BACKFLOW PREVENTOR W/ FDC X - HYDRAULIC NODE FIRE PROTECTION SPECIFICATIONS 1.00 - GENERAL PROVISIONS 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 1.11 PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING FIRE PROTECTION SYSTEM. CODES AND STANDARDS: THE FIRE SPRINKLER PROTECTION SYSTEMS INSTALLATION, FLUSHING AND TESTING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 13, 14 AND 24 AND ALL LOCAL CODES HAVING JURISDICTION. PIPE THREAD PATTERN: ALL THREADS SHALL BE IN ACCORDANCE WITH LOCAL FIRE DEPARTMENT SPECIFICATIONS AND NFPA 1963. UL/FM APPROVAL: ALL EQUIPMENT, VALVES, COUPLINGS, HANGERS AND DEVICES SHALL BE APPROVED BY UNDERWRITERS' LABORATORY (UL) OR FACTORY MUTUAL (FM) FOR USE IN FIRE PROTECTION SERVICE. LICENSURE: THE FIRE PROTECTION SYSTEMS SHALL BE INSTALLED BY A STATE CERTIFIED FIRE PROTECTION CONTRACTOR. ALL FIRE PROTECTION WORK SHALL BE DONE IN A NEAT AND WORKMAN-LIKE MANNER. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED FOR THE EXECUTION OF THIS WORK. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES BEFORE FABRICATION OR INSTALLATION. OFFSETS AND/OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT ADDITIONAL COST. CONTRACTOR SHALL COORDINATE AND INSTALL WORK IN A TIMELY MANNER TO PREVENT DELAYS IN THE CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE DAMAGED EQUIPMENT AND/OR MATERIAL. PIPING SHOP DRAWINGS: SUBMIT 1/8" SCALE PIPING SHOP DRAWINGS. SHOP DRAWINGS SHALL INCLUDE SPRINKLER PIPING CUT LENGTHS, OFFSETS, FITTINGS AND DEVICES, ELEVATIONS, HANGER LOCATIONS, SPRINKLER HEAD COUNT BY TYPE, ELEVATION SECTIONS AND OTHER INSTALLATION INFORMATION. SUBMIT HYDRAULIC CALCULATIONS PROVING THE VIABILITY OF THE MOST HYDRAULICALLY-REMOTE AREAS OF THE PROJECT. INDICATE HYDRAULIC REFERENCE POINTS AND SUBMIT COMPUTER ANALYZED NODAL CALCULATIONS IN BOTH TABULAR AND GRAPHICAL FORMATS. HYDRAULIC IMBALANCE SHALL NOT EXCEED 0.01 GPM AT ANY NODE, AND WATER VELOCITY SHALL NOT EXCEED 20 FEET PER SECOND. DEMONSTRATE COMPLIANCE WITH THE REQUIREMENTS OF NFPA 13 REGARDING DENSITY, AREA OF APPLICATION, SELECTION OF HYDRAULICALLY-REMOTE AREAS, AND MAXIMUM COVERAGE PER SPRINKLER. SHOP DRAWINGS AND HYDRAULIC CALCULATIONS SHALL BE SIGNED AND SEALED BY A STATE LICENSED PROFFESIONAL ENGINEER (PE). COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, PIPING, AND BUILDING STRUCTURE. 2.00 - BASIC MATERIALS AND METHODS GENERAL: ONLY THE FOLLOWING MATERIALS DESIGNED FOR 175 PSIG CWP SHALL BE USED FOR FIRE PROTECTION PIPING UNLESS SPECIFICALLY INDICATED OTHERWISE. ALL PIPING MATERIALS SHALL HAVE A CORROSION RESISTANCE RATING (CCR) OF 1.0 OR GREATER. PIPE AND FITTINGS: SCHEDULE 40 STEEL PIPE TO BE JOINED BY GROOVED COUPLINGS, THREADED FITTINGS. SCHEDULE 10 STEEL PIPE SHALL BE JOINED BY ROLLED GROOVE COUPLINGS OR WELDED ONLY. HANGERS: ALL HANGER SPACING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA-13. SPRINKLER CAGE GUARD: PROVIDE HEAD GUARDS ON ALL HEADS IN ELECTRICAL ROOMS AND ON ALL HEADS LESS THAN 7'-0" ABOVE FINISHED FLOOR. ACCESS PANELS: PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON-ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. HYDROSTATIC TESTS: ABOVE GROUND AND BELOW GROUND PIPING SYSTEMS SHALL BE HYDROSTATICALLY TESTED AT NOT LESS THAN 200 PSI PRESSURE, OR AT 50 PSI IN EXCESS OF THE MAXIMUM PRESSURE, WHICHEVER IS GREATER, FOR A PERIOD OF 2 HOURS. THE TEST PRESSURE SHALL BE READ FROM A GAUGE LOCATED AT THE LOW ELEVATION POINT OF THE INDIVIDUAL SYSTEM OR PORTION OF THE SYSTEM BEING TESTED. THE SPRINKLER PIPING SHALL NOT HAVE LEAKAGE EXCEEDING THE AMOUNTS SPECIFIED IN NFPA 24. LEAKAGE QUANTITIES SHALL BE DETERMINED BY PUMPING AT THE SPECIFIED TEST PRESSURE FROM A CALIBRATED CONTAINER. REPAIR LEAKING JOINTS AND RETEST AS NECESSARY UNTIL ALL SYSTEMS HAVE BEEN TESTED. TEST THE PIPING BETWEEN THE CHECK VALVE IN THE FIRE DEPARTMENT INLET PIPE AND THE OUTSIDE CONNECTION THE SAME AS THE BALANCE OF THE SYSTEM. 2.1 2.2 2.3 2.4 2.5 3.00 - FIRE PROTECTION VALVES AND ACCESSORIES BUTTERFLY TYPE ISOLATION, 2-1/2 INCH AND LARGER: ISOLATION VALVES 2-1/2 INCH AND LARGER SHALL BE CAST IRON BODY BUTTERFLY VALVES WITH THE VALVE SIZE, PRESSURE RATING, MANUFACTURER AND "UL" AND "FM" CAST INTO THE BODY. VALVE SHALL HAVE BRONZE OR CAST IRON DISC, NEOPRENE DISC LINER, CAST IRON HANDWHEEL WITH DISC POSITION INDICATOR, INTEGRAL TAMPER SWITCH, 175 PSIG CWP WORKING PRESSURE, 350 PSIG CWP TEST PRESSURE, AND FLANGED OR GROOVED CONNECTIONS - GRINNELL 8000 FP OR EQUAL. ISOLATION VALVE TAMPER SWITCH: PROVIDE AN ELECTRONIC SUPERVISORY OR TAMPER SWITCH ON EACH ISOLATION VALVE IN THE SPRINKLER SYSTEM. UNIT SHALL HAVE A RED TAMPER-PROOF COVER WHICH WILL ACTIVATE AN ALARM OR TROUBLE SIGNAL WHEN ADJUSTED. PROVIDE UNIT WITH SINGLE-POLE, NORMALLY CLOSED MICROSWITCH, MOUNTING BRACKET, AND NON-RESETTABLE LOCK WITH REMOVABLE RESET KEY - SIMPLEX 2097-9035. FLOW SWITCH: PROVIDE AN ELECTRIC FLOW SWITCH WHERE INDICATED OR REQUIRED. FLOW SHALL BE SENSED BY AN IMMERSION PADDLE, WITH AN ADJUSTABLE RETARD SETTING FROM 0 TO 70 SECONDS TO MINIMIZE FALSE ALARMS. FLOW SWITCH SHALL HAVE 2 SEPARATE SINGLE POLE, DOUBLE THROW MICROSWITCHES TO ACTIVATE A FLOW ALARM, OR TO INDICATE A TROUBLE SIGNAL IF THE FLOW SWITCH HOUSING IS TAMPERED. FLOW ALARM SHALL BE AUTOMATICALLY RESETTING. PROVIDE CLAMP-ON HOUSING TO SECURE UNIT TO PIPE, OR THREADED CONNECTION FOR TEE FITTING - POTTER ELECTRIC SIGNAL CO. VSR-S. 3.1 3.2 3.3 EDITOR NOTE: SHOP DRAWINGS AND HYDRAULIC CALCULATIONS TO BE SIGNED AND SEALED? REQUIRED BY CODE: NO REASONING: IN RECENT YEARS WE HAVE SEEN AN INCREASE NUMBER OF FIRE MARSHALLS IN VARIOUS FLORIDA'S JURISDICTIONS REQUIRE SHOP DRAWINGS AND CALCULATION SUBMITTED BY CONTRACTORS TO BE SIGNED AND SEALED BY A PE. REMOVE IF NOT REQUIRED BY JURISDICATION. REMOVE IF USING BOOK SPECIFICATIONS ON THIS PROJECT REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER FP001 4/2/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 FIRE PROTECTION SYMBOLS, LEGEND, NOTES AND INDEX 30% CDS SLA 470-23-49 101918 04-03-2026 FIRE PROTECTION DRAWING INDEX SHEET DESCRIPTION FP001 FIRE PROTECTION SYMBOLS, LEGEND, NOTES AND INDEX FP100 FIRE PROTECTION SITE PLAN FP101 FIRE PROTECTION LOWER LEVEL FLOOR PLAN FP101A FIRE PROTECTION LOWER LEVEL FLOOR PLAN FP102 FIRE PROTECTION MAIN FLOOR PLAN FP102A FIRE PROTECTION MAIN FLOOR PLAN FP103 FIRE PROTECTION SECOND FLOOR PLAN FP103A FIRE PROTECTION SECOND FLOOR PLAN FP104 FIRE PROTECTION THIRD FLOOR PLAN 12" = 1'-0" 1 FP - Legend (FLORIDA) No. Description Date UP UP DN UP DN UP FP-1 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A G.D G.C G.B G.A A B C D E A.1 A.2 D.2 3 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E B.1 D.1 3.1 6.1 G.2 G.3 G.4 G.5 G.6 REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER FP100 4/2/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 FIRE PROTECTION SITE PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/16" = 1'-0" 2 LOWER LEVEL - FIRE PROTECTION SITE PLAN UP WALK-INS 0112 APS CASE WORKER 0203 WORKSHOP 0105 TRANSPORT. DIRECTOR 0106 DIRECTOR 0107 TOOLS 0104 TOOLS 0103 ELECTRICAL / IT 0102 CUST. SUPPLY 0110 DRIVERS' LOUNGE 0109 NUTR. DIRECTOR 0207 HOME DIRECTOR 0208 FGRS DIRECTOR 0209 SCEP. DIRECTOR 0210 RECORDS 0201 SUPPLIES 0212 APS CASE WORKER 0223 APS CASE WORKER 0222 SNR NUTR. AIDE 0205 APS CASE WORKER 0204 APS CASE WORKER 0202 CUST. 0006 APS DIR. OFFICE 0224 I&R DIRECTOR 0218 I&R ID STAFF 0217 FCP CASE WORKER 0216 ASST. ADMIN 0214 ADMINISTRATOR 0215 CONF. ROOM 0009 ADMINISTRATOR 0503 SOCIAL WORKER 0502 BREAKROOM 0008 SOCIAL WORKER 0306 SOCIAL WORKER 0302 RECORDS 0505 SOCIAL WORKER 0302 SOCIAL WORKER 0309 SOCIAL WORKER 0308 DISTRICT MANAGER 0307 PUBLIC TOILET 0005 STAFF WC 0007 DETAINEE TOILET 0304A HOLDING ROOM 0304 ADMIN. COOR. 0501 FCP ASST. DIRECTOR 0211 MECHANICAL 0101 WAITING ROOM 0219 RECORDS 0305 ELEV. 03 E03 STAIR 2 S02 NUTR ADMIN ASST 0206 WORKROOM 0504 RECEPTION 0303 WORKROOM 0303A WAITING 0301 PUBLIC TOILET 0004 TLT 0109C WORKROOM 0220 STAIR 3 S03 PUMP 0011 LOBBY 0001 CORRIDOR 0002 STORAGE 0003 CORRIDOR 0200 CORRIDOR 0100 CORRIDOR 0300 RSICA CORRIDOR 0500 FIRE PUMP 0012 CUSTODIAL OFFICE 0108 DOMESTIC CISTERN 0014 ELEVATOR CTRL E03A TENANT LOBBY 0700 DOMESTIC CISTERN 0015 FIRE CISTERN 0013 ELEV 01 E01 ELEV. 02 E02 LOBBY 0700 8' - 5" 9' - 0" 17' - 10" 6' - 9" SEE M100 FOR CONTINUATION 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER FP101 4/2/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 FIRE PROTECTION LOWER LEVEL FLOOR PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" FP101 LOWER LEVEL - FIRE PROTECTION 1 UP LOBBY 1700 INTAKE 1701 SECURITY 1702 P-1 P-1 P-4 P-1 LVT-1 WB-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-4 P-1 LVT-1 WB-1 7' - 10" 8' - 5" 9' - 0" 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER FP102 4/2/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 FIRE PROTECTION MAIN FLOOR PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" FP102 MAIN LEVEL - FIRE PROTECTION 1 DN HEALTH COORDINATOR 2102 HEAD START RECEPTION 2101 DISABILITY COORDINATOR 2103 MENTAL HEALTH COORDINATOR 2104 AIDE STATION 2108D AIDE STATION 2108C AIDE STATION 2108E AIDE STATION 2108F AIDE STATION 2108B AIDE STATION 2108A AIDE STATION 2108G AIDE STATION 2108H AIDE STATION 2108I AIDE STATION 2108J AIDE STATION 2108L EDUCATION SUPERVISOR 2109 EDUCATION COORDINATOR 2111 RECORDS 2110 PARENT INVOLVEMENT COORDINATOR 2112 INFANTS & TODDLER SPECIALIST 2403 AIDE STATION 2105A UTILITY 2106 SUPPLIES 2402 LICENSING 2408B RECORDS 2404 LICENSING 2408A CCR SPECIALIST 2406C QUAL. SPECIALIST 2406D DIRECTOR 2407 ADMINISTRATOR 2113 HEAD START EQUIPMENT STORAGE 2114 DONATION STORAGE 2310 STORAGE 2309 CASE WORKER FC 2308A CASE WORKER FC 2308B CASE WORKER PS 2308C CASE WORKER PS 2308D FAMILY SERVICE SPECIALIST PS 2301D FAMILY SERVICE SPECIALIST PS 2301E FAMILY SERVICE SPECIALIST FC 2301A FAMILY SERVICE SPECIALIST FC 2301B LICENSING 2301C RECORDS 2302 VISITATION ROOM 2303 OFFICE MANAGER 2304 DISTRICT MANAGER PROTECTIVE SERVICES 2305 DISTRICT MANAGER FOSTER CARE 2306 AIDE STATION 2105F AIDE STATION 2108K AIDE STATION 2105C AIDE STATION 2105B AIDE STATION 2105D PUBLIC TOILETS (M) 2005 PUBLIC TOILETS (W) 2006 CUSTODIAL 2004 STAFF TOILETS (W) 2012 STAFF TOILETS (M) 2011 CONFERENCE 2010 BREAKROOM 2009 LACTATION 2008 WORKROOM 2207 DISTRICT MANAGER 2206 ADMINISTRATOR 2205 FLEX WORKSTATIONS 2007 MECHANICAL 2003 TELE/ELEC 2002 WAITING ROOM 2201 RECORDS 2209 ADMIN. ASST. 2208 SOCIAL WORKER 2204B INTERVIEW 2 2203 INTERVIEW 1 2202 HEAD START EQUIPMENT STORAGE 2013 ADMINISTRATOR 2307 RECORDS 2107 FAMILY WAITING 2001 STORAGE 2001A DCFS CORRIDOR 2300 CORRIDOR 2000B INTAKE CORRIDOR 2200 SOCIAL WORKER 2204A SOCIAL WORKER 2204C SOCIAL WORKER 2204D WAITING AREA 2409 AIDE STATION 2105E HEAD START CORRIDOR 2100 CCR SPECIALIST 2406B CCR SPECIALIST 2406A ADMINISTRATOR 2405 OFFICE ASST. 2408D PROC. COORD. 2408C STORAGE 2401 307 301 609 STAIR 2 S22 STAIR 3 S23 S23A 2001A 2310A 2309A 2405A 2110A 2300B 2400A 2100C 2300A 2100B 2404A 2102A 2013A 2201A 2201B 2202A 2203A 2209A 2100A 2001B 2005B 2006B 2101A 2007A 2200A 2008A 2009A 2010A 2011A 2114A 2107A 2302A 2004A 2002A 2000A 2103A 2104A 2111A 2112A 2306A 2307A 2305A 2304A 2303A 2205A 2206A 2003A 2109A 2113A 2401A 2403A 2106A 2012A 2402A 2206B S22B S22A S21A 2407A 403 307 2010B 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 509 509 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 606 414 414 414 414 414 414 414 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 813 615 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 608 608 608 608 608 STAIR 1 S21 106 621 621 621 621 621 CASHIER 2703 WAITING ROOM 2701 PUBLIC TLT. 2702 PUBLIC TLT. 2704 PATIENT TLT. 2705 DISEASE INTERVENTION SPECIALIST 2546 SUPPLIES 2503 DISEASE INTERVENTION SPECIALIST 2544 LINKAGE TO CARE COORDINATOR 2543 MEDICAL CASE MANAGER 2541 EXAM 4 2510 EXAM 3 2508 TREATMENT SUITE 2512 EXAM 5 (PRENATAL) 2513 EXAM 6 (ISO) 2514 EXAM 7 (ISO) 2516 CONFERENCE ROOM 2713 BREAKROOM 2714 COMMUNITY HEALTH WORKER 2527 ADMIN OFFICER 2528 CASE MANAGER 2530 COORDINATOR 2531 DIRECTOR 2532 EPIDEMIOLOGY 2533 TELEHEALTH 2535 TB COORDINATOR 2537 MEDICAL CASE MANAGER 2539 TRIAGE/VITALS 2501 FLEX NURSING 2502 EXAM 1 2505 EXAM 2 2506 MEDICAL STORAGE 2509 COUNSELING 2507 PHYSICIAN 2504 PHYSICIAN 2545 STORAGE 2521 CLEAN UTILITY 2520 SURVEILLANCE OFFICER 2534 ADMIN SERVICES 2525 ADMIN OFFICER 2524 LACTATION 2715 STAFF TLT. 2712 STAFF TLT. 2711 TELECOM 2709 UTILITY 2523 BIOHAZARD 2517 ELECTRICAL 2710 JANITOR 2707 HEAD NURSE 2518 SOILED UTILITY 2519 CORRIDOR 2 2708 CORRIDOR 1 2706 NURSE STATION 2511 PHYSICIAN 2542 NURSE PRACTITIONER 2540 LOBBY 2700 SURVEILLANCE OFFICER 2538 SURVEILLANCE OFFICER 2536 MECHANICAL 2716 RECORDS 2522 PROGRAM ADMINISTRATOR 2526 OUTREACH 2529 77 SF ANTEROOM 2515 2702A 2703A 2704A 2705A 2502A 2505A 2700A 2503A 2506A 2508A 2510A 2507A 2509A 2512A 2513A 2707A 2515A 2514A 2516A 2708A 2706A 2709A 2518A 2519A 2520A 2521A 2545A 2504A 2542A 2540A 2526A 2527A 2530A 2517A 2546A 2711A 2712A 2713A 2714A 2715A 2544A 2543A 2541A 2539A 2538A 2537A 2536A 2535A 2534A 2533A 2532A 2531A 2525A 2524A 2716A STAIR 2 S22 ELEV. 01 E21 2501A 2710A 2523A 2528A 306 307 501 509 509 615 812 812 812 812 812 812 812 812 608 608 608 608 608 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 812 813 813 307 307 307 307 307 307 307 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 TRANSITION PIPING TO NORTH SIDE OF STAIR IN CEILING SPACE OF SECOND FLOOR BEFORE CONTINUING UP TO THE THIRD FLOOR REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER FP103 4/2/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 FIRE PROTECTION SECOND FLOOR PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" FP103 SECOND FLOOR - FIRE PROTECTION PLAN 1 FRAUD INVESTIG. 3224 CONFERENCE 3307 SERVER CENTER 3401 ACCT PAYABLE 3507 DISTRICT MGR 3223 MANAGEMENT EVAL 3222 ADMINISTRATOR 3221 DIRECTOR PR 3219 DIRECTOR TANF 3218 TRAINING OFFICER 3217 EMPLOYMENT TRAINING OFFICER 3227 EMPLOYMENT TRAINING OFFICER 3212 PREP STOR 3214A (2) PREP 3214 (2) QC SUPER & REV. 3213 PI DIRECTOR 3211 QC REVIEWER 3209 PI ANALYST 3207 MAP DIRECTOR 3206 ASST. DIRECTOR 3205 PE SPEC. 3203 FRAUD INVESTIG. 3201 PE SPEC. 3202 MAP RECORDS 3018 FRAUD RECORDS 3019 EMPLOYMENT TRAINING OFFICER 3226 PE SPEC 3208 PE SPEC. 3204 DFA RECORDS 3220 JOBS LAB 3021 FRAUD INVESTIG. 3225 WAITING 3022 DEPUTY COMMISSIONER 3308 GENERALIST 3309 GENERALIST 3305 LABOR RELATIONS 3310 RECORDS 3302 MAP STORAGE 3023 WRKSTN 3301 COPY/PRINT 3303 PREP AREA 3001C TRAINING ROOM 3001 FLEX STATIONS 3002 SHARED BREAKROOM 3010 LACTATION 3009 MECHANICAL 3004 ELECTRICAL/ TELECOM 3003 NETWORK MANAGER 3404 SYSTEMS MANAGER 3405 DIRECTOR 3406 SECURE STORAGE 3017 COMP SETUP 3403 STX DC OFFICE 3105 CAPITAL PROJECTS 3106 ASST. DC 3104 STORAGE 3103 DEPUTY COMMISIONER 3101 CPO 3703 ASSET DIRECTOR 3702 ASSET STORAGE 3704 INVENTORY CLERK 3701E CONTRACT ADMIN 3606 COMMS 3607 LEGAL COUNSEL 3608 RECEPTION 3502 CONFERENCE 3512 RECORDS 3513 PAYROLL SUPER 3503 DIRECTOR 3510 AUDIT DIRECTOR 3511 DIRECTOR 3509 CFO 3508 SPEC. ASST. 3506 AUDIT DIRECTOR 3505 UTILITY 3016 MAIL ROOM 3604 INTERNAL WORKROOM 3601 EXEC. PM 3610 ADA TOILET 3612 STX AC 3609 INTERNAL BREAKROOM 3611 STT/STJ AC 3613 CONFERENCE 3615 DIR. COMMUNITY ENGAGE. 3617 COMMISSIONER 3616 FILES 3620 COPY/ PRINT 3514 RECEPTION 3602 SUPPLIES 3515 PRIVATE WC 3616B PRIVATE WC 3508A PRIVATE WC 3613A LOBBY 3000 MIS CORRIDOR 3400 CORRIDOR 3000A FISCAL CORRIDOR 3500 HR CORRIDOR 3300 OTC CORRIDOR 3600 DFA/MAP CORRIDOR 3200 OPS CORRIDOR 3700 CORRIDOR 3100 8'-5" 6'-4" 6'-1" 5'-8" 11'-8" 13'-10" 18'-8" 12'-5" 8'-5" 8'-5" 11'-8" 3'-0" 6'-1" 2'-0" 6'-2" 7'-0" STAFF TOILETS (W) 3015 PUBLIC TOILETS (W) 3006 PUBLIC TOILETS (M) 3005 CUSTODIAL 3007 STAFF TOILETS (M) 3014 3500B 3500A 3500C 3010A 3606A 3308A 3307A 3305A 3309A 3223A 3224A 3617A 3611A 3616A 3616B 3615A 3613A 3613B 3612A 3221A 3225A 3310A 3211A 3209A 3207A 3206A 3205A 3203A 3201A 3200A 3200B 3021A 3220A 3018A 3208A 3204A 3202A 3222A 3001A 3001B 3001C 3017A 3302A 3023A 3404A 3405A 3406A 3401A 3009A 3607A 3608A 3605A 3508A 3505A 3503A 3513A 3510A 3512A 3509A 3511A 3105A 3400B 3400A 3300A 3100A 3100B 3700A 3600B 3703A 3101A 3106A 3104A 3103A 3704A 3704B 3702A 3002A 3601A 3610A 3016A 3003A 3508B 3609A 3214B 3226A 3227A 3019A 3212A 3004A 3000A S33A S31A S32A STAIR 3 S33 STAIR 1 S31 STAIR 2 S32 7'-0" 5'-9" 15'-5" 2'-7 1/2" 73'-6" 96'-10" 52'-6" 12'-0" 87'-4" 15'-0" 11'-6" 211'-4" 15'-0" 75'-10" 11'-6" 12'-0" 4'-8" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 7'-0" 3'-6" 2'-4" 8" 2'-3" 3'-0" 1'-0" 3'-0" 3'-6" 3'-0" 1'-0" 3'-0" 76'-5" 12'-0" 12'-0" 8'-4" 8" 42'-9" 10'-10" 10'-6" 15'-5" 12'-0 1/4" 9'-11" 2'-1" 2'-11" 3'-1" 13'-9" 8'-8" 8'-7" 7'-6" 6'-1" 16'-0" 10'-6" 10'-6" 12'-0" 8" 12'-5" 8" 11'-4" 8" 3001D 8" 11'-1" 6'-5" 8" 14'-4" 8" 72'-8" 5'-1" 8'-3" 8" 4'-3" 14'-1" 11'-10" 8'-5" 12'-9" 8'-8" 9'-2" 10'-6" 13'-9" 42'-6" 9'-6" 9'-9" 19'-6" 8" 10'-10" 8" 8'-10" 21'-0" 1'-0"2'-9" 8'-7" 8" 1'-0" 11'-6" 2'-6" 8" 21'-11" 20'-10" 19'-8" 12'-1" 8" 10'-10" 8" 11'-5 1/4" ALIGN 8'-6 1/2" 10'-2" 1'-3" 10'-2" 2'-8" 5'-10" 3'-1" 1'-11" 11" 9" 5'-7" 2'-5" 5'-5" 9'-7" 1'-1" 6'-3" 5'-10" 2'-5" 5'-10" 1'-4" 3'-4" 5'-1" 5'-8" 11'-7" 8'-3" 10'-2" 5'-10" 9'-1" 11'-5" 10'-0" 10'-5" 2'-11" 2'-7" 9'-6" 12'-4" 5'-1" 8'-10" 10'-0" 5'-3" 8'-3" 8'-3" 5'-8" 2'-5" 6'-8" 15'-4" 4'-0" 2'-11" 8'-1" 21'-2" 3214A 3213A 2'-4" 2'-0" 3219A 3218A 3217A 11'-2" 1'-2" ALIGN 6'-4" 6'-8" 1'-10" ALIGN 4'-4" 12'-8" 8'-3" 2'-0" 5'-11" 7'-3" 8'-5" 8'-7" ALIGN ALIGN 7'-8" 11'-2 1/2" 10'-8" 8'-0" 18'-8" ALIGN 4'-0" 11'-2" 5'-9" 10" 2'-4" 3620A 9'-2 3/8" 2'-3" 11'-5" 6'-0" 4'-5" 8'-6" 5'-2" 4'-6" 6'-0" 4'-5" 4'-2" 4'-7" 3'-7" 5'-10" 6'-0" F13 M04 M04 M04 M04 M04 M04 M44 M04 M04 M44 M04 M43 F13 F13 F13 F13 M04 M04 M04 M04 M04 M04 M04 1'-6" F13 8'-3" 5'-2" ALIGN ALIGN F13 M44 F13 F13 F13 C45 M04 M04 M04 F13 M04 M43 M44 M04 M04 M04 F13 M04 M04 F13 M04 M44 M04 M04 M04 M04 M44 F13 M44 M43 M44 M43 M44 M44 M04 M04 F13 M04 M43 F13 M43 F13 F13 F13 F13 M04 M43 M43 M43 F13 F13 C45 F13 F13 M44 M43 M04 M43 M04 M04 M04 F13 F13 C45 F13 F13 M04 M44 M04 M04 M04 M43 F13 M04 M43 F13 M04 M43 F13 M43 M43 F13 F13 M43 M04 M43 M43 M43 M43 M04 M43 M04 M43 M04 M43 M43 M04 F13 F13 F13 M44 M43 6'-4" 9'-8" 3'-6" 8'-9" ALIGN 1'-7" 5'-7" 6'-0" 3'-2" 5'-8" 4'-0" 3'-10" 5'-9" M43 M44 M43 3015A 3014A M44 M43 F13 M04 M04 M04 M04 M04 M04 M43 F13 F13 F13 M04 M04 F13 F13 M04 M44 M04 F13 F13 C45 3006A 3005A 3007A 3005B 3006B S11 ELEV. 03 E33 ELEV. 32 E32 F24 F24 F24 F13 F24 F24 F24 M44 F24 M43 M43 M44 M04 M44 M44 F24 F13 F13 F24 F13 F24 F13 F24 F13 F13 F24 F13 F24 F24 F24 F24 M44 M43 M04 M43 F12 M44 M44 M04 M04 F13 M44 M44 M04 F24 F24 2' - 6" 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER FP104 4/2/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 FIRE PROTECTION THIRD FLOOR PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" FP104 THIRD LEVEL - FIRE PROTECTION PLAN 1 REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER P001 4/6/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING SYMBOLS, LEGEND, NOTES AND INDEX 30% CDS SLA 470-23-49 101918 04-03-2026 1. REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION STANDARDS. 2. THE PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE AND LOCAL CODES. 3. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS, AS-BUILT RECORDS AND FIELD INVESTIGATIONS. UNFORSEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND BURIAL DEPTHS, AS DETERMINED DURING CONSTRUCTION, WILL BE NECESSARY. 4. FIELD VERIFY EXISTING INSTALLATIONS. MODIFY EXISTING PLUMBING SYSTEMS, WHICH ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION OF THE NEW WORK. 5. NOTIFY OWNER AT LEAST 24 HOURS PRIOR TO INTERRUPTING EXISTING SERVICE. SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTION OF SERVICES. SERVICES ARE NOT TO BE LEFT DISRUPTED DURING NON-NORMAL CONTRACTOR WORKING HOURS. 6. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES. VERIFY STRUCTURAL, MECHANICAL AND ELECTRICAL INSTALLATIONS AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES. 7. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES. 8. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS SPECIFICALLY NOTED. 9. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON-ACCESSIBLE CEILINGS. 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. 11. FLASH AND COUNTER-FLASH ROOF PENETRATIONS. 12. WHEN BEAM SLEEVE PENETRATIONS ARE NECESSARY, COORDINATE PENETRATIONS WITH ALL TRADES, THE ARCHITECT AND THE STRUCTURAL ENGINEER. 13. PROVIDE FOUNDATION PAD PENETRATION SLEEVES. ALLOW 1" MINIMUM CLEARANCE BETWEEN SLEEVE INSIDE SURFACE AND PIPE EXTERIOR. 14. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 15. PROVIDE AUTOMATIC TRAP PRIMERS FOR FLOOR DRAIN TRAP SEALS. 16. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL FIXTURES, DEVICES, APPLIANCES AND APPARATUS. 17. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. 18. MOUNT HOSE BIBBS 24" ABOVE FINISHED GRADE. 19. PROVIDE CLEANOUTS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. INSTALL CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. 20. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET FLOOR DRAINS BELOW FINISHED FLOOR TO ALLOW FOR FLOOR SLOPING TO THE DRAIN. 21. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER PANELS SHALL BE RE-ROUTED AT NO ADDITIONAL COST. 22. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIER DESIGNED TO WITHSTAND A VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF THE FIXTURE. 23. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH-IN AND MAKE FINAL CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, TRAPS, ETC. AND MAKE READY FOR USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY THIS CONTRACTOR OR FURNISHED BY OTHERS. 24. ALL MATERIALS AND EQUIPMENT INSTALLED IN RETURN AIR PLENUMS SHALL BE NON-COMBUSTIBLE AND UL APPROVED FOR USE IN A RETURN AIR PLENUM SPACE. IF MATERIALS ARE NOT NON-COMBUSTIBLE IN RETURN AIR PLENUMS, THEY SHALL BE REPLACED OR WRAPPED WITH A UL LISTED FIRE RATED FIRE WRAP (I.E. FYREWRAP 0.5 PLENUM INSULATION OR APPROVED EQUAL) AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURES UL LISTED DETAILS AND RECOMMENDATIONS AT NO ADDITIONAL COST. (NOTE: REFER TO MECHAICAL DRAWINGS FOR RETURN AIR PLENUM LOCATIONS.) 25. PIPING, INSULATION, FITTINGS, MATERIALS, COVERS AND FINISHES IN RETURN AIR PLENUM SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50. PLUMBING GENERAL NOTES 1.00 - GENERAL PROVISIONS 1.01 1.02 1.03 1.04 1.05 1.06 1.07 1.08 1.09 1.10 2.00 - BASIC MATERIALS AND METHODS 2.01 2.02 2.03 2.04 2.05 2.06 2.07 2.08 2.09 2.10 2.11 2.12 3.00 - PLUMBING FIXTURES AND TRIM 3.01 3.02 3.03 3.04 3.05 3.06 4.00 - INSULATION 4.01 4.02 4.03 5.00 - VALVES AND COCKS 5.01 5.02 6.00 - STERILIZATION 6.01 PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING PLUMBING SYSTEM. CODES AND STANDARDS: ALL PLUMBING WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2024 UNIFORM PLUMBING CODE AND ALL LOCAL CODES HAVING JURISDICTION. ALL PLUMBING WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED FOR THE EXECUTION OF THIS WORK. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES BEFORE FABRICATION OR INSTALLATION. OFFSETS AND/OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT ADDITIONAL COST. CONTRACTOR SHALL COORDINATE AND INSTALL HIS WORK IN A TIMELY MANNER TO PREVENT DELAYS IN THE CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE DAMAGED EQUIPMENT AND/OR MATERIAL. PROVIDE ALL MATERIALS REQUIRED TO PROPERLY SUPPORT ALL PIPING AND EQUIPMENT. PIPE HANGERS SHALL BE ADJUSTABLE TYPE AND BE SPACED IN ACCORDANCE WITH THE FLORIDA PLUMBING CODE. PROVIDED PLASTIC COATED RING ON HANGERS FOR COPPER PIPING TO PROVIDE DIELECTRIC ISOLATION. PROVIDE DIELECTRIC UNIONS OR FLANGES BETWEEN COPPER AND STEEL PIPING AND BETWEEN BRASSWARE AND STEEL. DO NOT USE STEEL AND COPPER PIPING IN THE SAME SYSTEM WITHOUT SUCH ISOLATION. PROVIDE REDUCING FITTINGS (REDUCING BUSHINGS SHALL NOT BE USED) WHERE CHANGES IN PIPE SIZES OCCUR. THIS CONTRACTOR SHALL SUPPLY AND INSTALL ALL SERVICES THROUGHOUT THE BUILDING AND MAKE CONNECTION TO SITE UTILITIES APPROXIMATELY 5'-0" OUTSIDE THE BUILDING. CONTRACTOR SHALL SUPPLY AND INSTALL FIXTURES, FITTINGS, VALVING AND TRIM AND MAKE READY FOR USE ALL FIXTURES, EQUIPMENT, ETC. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. DOMESTIC WATER - ABOVEGROUND WATER PIPE AND FITTINGS - TYPE "L" COPPER. PROVIDE UNIONS OR FLANGES IN ALL DOMESTIC WATER SERVICE LINES AT EACH PIECE OF EQUIPMENT, SPECIALTY VALVES OR AT OTHER LOCATIONS REQUIRED FOR READY DISCONNECT. WATER HAMMER ARRESTORS SHALL BE INSTALLED AT THE LOCATIONS ON THE PLANS AND IN ACCORDANCE WITH PDI STANDARD WH-201. PRODUCTS SHALL BE EQUAL TO THOSE MANUFACTURED BY PRECISION PLUMBING PRODUCTS OR SIOUX CHIEF. VALVES: PROVIDE VALVES TO ISOLATE EACH RISER, BRANCH LINE AND PIECE OF EQUIPMENT. PROVIDE PRESSURE REDUCING VALVE AND AIR GAP CONNECTION AT DISHWASHER AS REQUIRED BY CODE AND ACCORDING TO MANUFACTURER. PROVIDE INLINE WATER FILTER AT COFFEE MAKER AND ICE MAKER TO REMOVE MATERIALS, TASTE AND ODOR - "EVERPURE OR "SYSTEMS IV". SANITARY WASTE (NON-PRESSURE), SANITARY VENT AND STORM PIPING - ABOVE GROUND - NO-HUB CAST IRON SOIL PIPE AND FITTINGS PER CISPI 301 WITH HEAVY DUTY SHIELDED STAINLESS STEEL COUPLINGS. CONDENSATE PIPING - DWV COPPER OR NO-HUB CAST IRON SOIL PIPE AND FITTINGS PER CISPI 301 WITH HEAVY DUTY SHIELDED STAINLESS STEEL COUPLINGS. INSTALL GRAVITY LINES SLOPED AT 1/8" PER FOOT FOR PIPE 3" AND LARGER AND 1/4" PER FOOT FOR PIPE SMALLER THAT 3". VERIFY INVERT ELEVATION WITH EXISTING PIPING PRIOR TO ANY PIPE BEING INSTALLED. PROVIDE AND PROPERLY LOCATE HANGERS TO ADEQUATELY SUPPORT PIPING. ARRANGE HANGERS TO PERMIT EXPANSION AND CONTRACTION. DO NOT HANG PIPING FROM FIRE OR SMOKE WALLS. PROVIDE PIPE HANGERS AT EACH VALVE, STRAINER, AND OTHER PIPING ACCESSORY, AND AT EACH CHANGE OR DIRECTION. THE SIZE OF HANGERS FOR NON-INSULATED PIPES SHALL BE SUITABLE FOR THE PIPE SIZE TO BE SUPPORTED. FOR INSULATED PIPING, THE SIZE OF THE HANGER SHALL BE SUITABLE FOR THE PIPE SIZE, PLUS THE INSULATION AND INSULATION SHIELD. SPACING: LOCATE PIPE SUPPORTS AS INDICATED IN THE FOLLOWING TABLE: ALL PLUMBING FIXTURES SHALL BE "FIRST QUALITY" AS DEFINED AND SET FORTH IN COMMERCIAL STANDARD CS77-28 AS PROMULGATED BY THE U.S. DEPARTMENT OF COMMERCE. ALL FIXTURES ARE TO BE WHITE VITREOUS CHINA UNLESS OTHERWISE SPECIFICALLY NOTED. FIXTURES AND FITTINGS PROPOSED SHALL BE FROM ONE MANUFACTURER AND OF SIMILAR CHARACTER IN ANY ROOM OR LOCATION. ESCUTCHEONS, HANDLES, ETC., ON THE DIFFERENT FIXTURES SHALL BE OF THE SAME DESIGN. PROVIDE FIXTURE CARRIERS AS RECOMMENDED BY FIXTURE MANUFACTURER AND/OR CONSTRUCTION METHOD. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON-ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. FLOOR DRAIN TRAP SEALS SHALL HAVE AN APPROVED PRIMING DEVICE DESIGNED FOR THAT PURPOSE. ALL CONCEALED TRAPS, PRIMERS, VALVES, CLEANOUTS, ETC. LOCATED IN TILED AREAS SHALL BE PROVIDED WITH AN ACCESS PANEL. ABOVE GROUND COLD AND HOT WATER PIPING - FIBERGLASS, 1" THICKNESS, ASJ JACKET, DOUBLE SEALING LAP JOINT, 0.24 K AT 75°F. INSULATION AND ADHESIVES INSTALLED IN RETURN AIR PLENUMS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50. ABOVE GROUND STORM PIPING - FIBERGLASS, 1/2" THICKNESS, ASJ JACKET, DOUBLE SEALING LAP JOINT, 0.24 K AT 75° F. INSULATION AND ADHESIVES INSTALLED IN RETURN AIR PLENUMS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50. ABOVEGROUND CONDENSATE PIPING SHALL BE 1/2" FLEXIBLE UNICELLULAR POLYOLEFIN FOAM AND SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50-IMCOA "IMCOLOCK". VALVES 2" AND SMALLER SHALL BE BALL VALVES, 150 PSI SWP, 400 PSI WOG. STANDARD PORT BALL, BRONZE TRIM, CAST BRONZE BODY, CHROMIUM-PLATED BRASS BALL, BRONZE NON-BLOWOUT STEM, TEFLON SEAT, DOUBLE O-RING STEM SEALS, ZINC-COATED STEEL HANDLE WITH PLASTIC COATED HAND GRIP, 90 DEGREE OPERATION FROM FULL OPEN TO TIGHT SHUT-OFF - STOCKHAM S214-BR-T-T, STOCKHAM S216-BR-T-S OR EQUAL. CHECK VALVES, ROUGH BRASS, REGRINDING BRONZE DISC - STOCKHAM B-345; B-309 OR EQUAL. DOMESTIC WATER PIPING SHALL BE THOROUGHLY FLUSHED OUT AND STERILIZED IN ACCORDANCE WITH THE UPC CODE. PLUMBING SPECIFICATIONS HORIZONTAL PIPE HANGER SCHEDULE PIPE SIZE MATERIAL HANGER SPACING UP TO 1 1/4 INCH 1 1/2 INCH AND ABOVE COPPER TUBING 6 FOOT CENTERS 10 FOOT CENTERS ALL CAST IRON PIPE 5 FOOT CENTERS GENERAL GRAVITY DEMOLITION NOTES 1. EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE TAKEN FROM ORIGINAL DRAWINGS. ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO DEMOLITION. FIELD CONDITIONS SHALL GOVERN. FIELD VERIFY LOCATIONS OF EXISTING PIPING BEFORE DEMOLITION. PROVIDE ALL REQUIRED DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. COORDINATE WITH THE ARCHITECTURAL DRAWING FOR ITEMS NOT INDICATED. COORDINATE DEMOLITION OF EXISTING PIPING WITH NEW WORK. PIPING CONNECTING TO AREAS OUTSIDE OF RENOVATED SPACE SHALL NOT TO BE DISCONNECTED UNTIL AFTER NEW PIPING IS INSTALLED. COORDINATE SYSTEM SHUT DOWNS WITH THE FACILITY PRIOR TO DEMOLITION. 2. ALL ITEMS REMOVED UNDER THIS PROJECT SHALL BE TURNED OVER TO THE OWNER, OR DISPOSED OF AT THE OWNER'S DISCRETION. 3. ALL VENT PIPING INDICATED ON THIS DRAWING IS LOCATED IN THE CEILING SPACE OR WALL SPACES UNLESS NOTED OTHERWISE, FIELD VERIFY BEFORE CONSTRUCTION. 4. ALL SANITARY PIPING INDICATED ON THIS DRAWING IS LOCATED BELOW THE FLOOR SLAB OR WALL CHASE UNLESS NOTED OTHERWISE. OFFSET ALL EXISTING SANITARY AND VENT RISERS FROM FLOOR ABOVE TO WALLS ON NEW FLOOR PLAN, FIELD VERIFY EXACT LOCATION AND PROVIDE REQUIRED OFFSET TO FACILITATE OPERATION OF PLUMBING SYSTEMS TO THE FLOORS ABOVE AND BELOW. 5. CARE MUST BE TAKEN WHEN REMOVING PIPE AROUND LOAD BEARING WALLS. THE WALL OR FOOTING BELOW IS NOT TO BE DESTROYED. 6. EXISTING ROOF DRAINS AND RAIN WATER LEADER PIPING TO REMAIN UNLESS OTHERWISE NOTED. FIELD VERIFY ROUTING OF EXISTING PIPING BEFORE CONSTRUCTION BEGINS. EXISTING RAIN WATER PIPING LOCATED IN WALLS TO BE REMOVED SHALL BE REROUTED OVER HEAD TO A NEW WALL LOCATION AND RECONNECTED TO THE UNDERGROUND STORM. 7. CUT AND PATCH CEILINGS, WALLS AND FLOOR SLAB AS REQUIRED TO FACILITATE PLUMBING RENOVATION. SEE ARCHITECTURAL DRAWINGS FOR PATCHING DETAILS. 8. EXISTING BUILDING DRAINS UNDER CONCRETE SLABS AND EXISTING BUILDING SEWERS THAT SERVES THE SYSTEM SHALL BE INTERNALLY EXAMINED TO VERIFY THAT THE PIPING IS SLOPING IN THE CORRECT DIRECTION, IS NOT BROKEN, IS NOT OBSTRUCTED AND IS SIZED FOR THE DRAINAGE LOAD OF THE NEW PLUMBING DRAINAGE SYSTEM TO BE INSTALLED. 1. EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE TAKEN FROM ORIGINAL DRAWINGS. ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO DEMOLITION. FIELD CONDITIONS SHALL GOVERN. FIELD VERIFY LOCATIONS OF EXISTING PIPING BEFORE DEMOLITION. PROVIDE ALL REQUIRED DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. COORDINATE WITH THE ARCHITECTURAL DRAWING FOR ITEMS NOT INDICATED. COORDINATE DEMOLITION OF EXISTING PIPING WITH NEW WORK. PIPING CONNECTING TO AREAS OUTSIDE OF RENOVATED SPACE SHALL NOT TO BE DISCONNECTED UNTIL AFTER NEW PIPING IS INSTALLED. COORDINATE SYSTEM SHUT DOWNS WITH THE FACILITY PRIOR TO DEMOLITION. 2. ALL ITEMS REMOVED UNDER THIS PROJECT SHALL BE DISPOSED OF OR TURNED OVER TO THE OWNER AT THE OWNER'S DISCRETION. 3. ALL WATER PIPING INDICATED ON THIS DRAWING IS LOCATED IN THE CEILING SPACE OR WALL SPACES UNLESS NOTED OTHERWISE, FIELD VERIFY BEFORE CONSTRUCTION. 4. CARE MUST BE TAKEN WHEN REMOVING PIPE AROUND LOAD BEARING WALLS. THE WALL OR FOOTING BELOW IS NOT TO BE DESTROYED. 5. CUT AND PATCH CEILINGS, WALLS AND FLOOR SLAB AS REQUIRED TO FACILITATE PLUMBING RENOVATION. SEE ARCHITECTURAL DRAWINGS FOR PATCHING DETAILS. GENERAL PRESSURE DEMOLITION NOTES PLUMBING SYMBOLS NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT PLUMBING ABBREVIATIONS CA - COMPRESSED AIR AFF - ABOVE FINISH FLOOR AW - ACID WASTE AV - ACID VENT CB - CATCH BASIN CD - CONDENSATE DRAIN CFH - CUBIC FEET PER HOUR CO - CLEANOUT CONT - CONTINUATION CW - DOMESTIC COLD WATER DI - DEIONIZED WATER DN - DOWN DS - DOWNSPOUT DWG - DRAWING EXIST - EXISTING °F - DEGREE FAHRENHEIT FCO - FLOOR CLEANOUT FD - FLOOR DRAIN FOF - FUEL OIL FILL FOG - FUEL OIL GAGE FOR - FUEL OIL RETURN FOS - FUEL OIL SUPPLY FOV - FUEL OIL VENT FS - FLOOR SINK FSE# - FOODSERVICE EQUIPMENT NUMBER G - GAS GPH - GALLONS PER HOUR GPM - GALLONS PER MINUTE GR - KITCHEN WASTE (GREASE) HB - HOSE BIBB HD - HUB DRAIN HW - DOMESTIC HOT WATER HWR - DOMESTIC HOT WATER RECIRCULATING IE - INVERT ELEVATION IW - INDIRECT WASTE KW - KILOWATT LBS - POUNDS MH - MANHOLE NC - NORMALLY CLOSED NIC - NOT IN CONTRACT NO - NORMALLY OPEN NP - NON-POTABLE WATER NTS - NOT TO SCALE OD - OUTSIDE DIAMETER PRV - PRESSURE REDUCING VALVE PSI - POUNDS PER SQUARE INCH PVC - POLYVINYL CHLORIDE PIPE RD - ROOF DRAIN RPBP - REDUCED PRESSURE BACKFLOW PREVENTOR SAN - SANITARY SD - STORM DRAIN SF - SQUARE FEET SH - SHEET ST - STORM STO - OVERFLOW STORM DRAIN SW - SOFT COLD WATER V - VENT VAC - VACUUM VC - VACUUM CLEANING VTR - VENT THRU ROOF WCO - WALL CLEANOUT WTR - WATER ABBREVIATION DESCRIPTION SYMBOL DESCRIPTION 4 P4.101 DETAIL No. SHEET No. SHOWN ON - DETAIL REFERENCE - CONDENSATE DRAIN PIPING - DOMESTIC COLD WATER PIPING - DOMESTIC HOT WATER PIPING - DOMESTIC HOT WATER RETURN PIPING - SANITARY WASTE PIPING - VENT PIPING - STORM DRAIN PIPING - OVERFLOW STORM DRAIN PIPING CD CW HW S V ST STO HWR - CLEANOUT PLUG - WALL CLEANOUT - FLOOR CLEANOUT / EXTERIOR CLEANOUT - FLOOR DRAIN - FLOOR SINK - DECK DRAIN FD FS DD CO CO CO - SHUT-OFF VALVE - BALL VALVE - CALIBRATED BALANCING VALVE - CHECK VALVE (SWING) - FUEL GAS PIPING G - PRESSURE REDUCING VALVE - SOLENOID OPERATING VALVE - GAS COCK - GAS PRESSURE REGULATOR - PIPE TAG 4" S PLUMBING SYSTEM PIPE SIZE 1 - REVISION REFERENCE - HOSE BIBB OR WALL HYDRANT 1. PLUMBING CONTRACTOR SHALL VERIFY ALL FIXTURE REQUIREMENTS WITH FOOD SERVICE DRAWINGS. RFIs REGARDING ANY DISCREPANCIES FOUND BETWEEN FOOD SERVICE AND PLUMBING DRAWINGS SHALL BE PROVIDED PRIOR TO BID. 2. DRAIN TEMPERING VALVE SHALL BE PROVIDED FOR ALL DRAINS THAT DISCHARGE WATER GREATER THAN 140°F TO PVC GREASE/SANITARY SYSTEM AND FIRST 15’ OF PIPING SHALL BE SERVICE WEIGHT CAST IRON. 3. FOOD WASTE GRINDERS SHALL NOT CONNECT TO GREASE SYSTEM. 4. PLUMBING CONTRACTOR SHALL PROVIDE GAS REGULATOR TO ALL GAS EQUIPMENT. 5. GAS SOLENOID VALVE SHALL BE PROVIDED ON MAIN KITCHEN GAS LINE. SOLENOID VALVE SHALL BE CONNECTED TO ANSUL SYSTEM. 6. ALL INDIRECT WASTE PIPE SHALL BE TYPE L COPPER AND SHALL TERMINATE BY AIR GAP. GENERAL KITCHEN NOTES No. Description Date PLUMBING DRAWING INDEX SHEET DESCRIPTION P001 PLUMBING SYMBOLS, LEGEND, NOTES AND INDEX P102 PLUMBING LOWER FLOOR PLAN P103 PLUMBING MAIN FLOOR PLAN P104 PLUMBING SECOND FLOOR PLAN P105 PLUMBING THIRD FLOOR PLAN P106 PLUMBING ROOF PLAN P111 PLUMBING LOWER LEVEL PARKING DECK PLAN P112 PLUMBING MAIN FLOOR PARKING DECK PLAN P202 PLUMBING LOWER LEVEL PRESSURE PLAN P204 PLUMBING SECOND LEVEL PRESSURE PLAN P205 PLUMBING THIRD LEVEL PRESSURE PLAN P401 PLUMBING RISER DIAGRAM - STORM 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 PARKING GARAGE DRAIN 4"S DN 12"ST I.E. (- 3' - 6") 4"S TO SITE SANITARY SEE CIVIL PLANS I.E. (- 3' - 9") TO SITE SANITARY SEE CIVIL PLANS FCO FD-2 FD-2 FD-2 GT-1 4"GW DROP 4"GWV RISE 4"S 4"V RISE I.E. (58' - 2") 12"ST 12" CISTERN OVERFLOW 12" ST CISTERN OVERFLOW DN TO SITE STORM 4"S 4"S DN . PROVIDE CLEANOUT VERITCAL STACK CO 4"S 6"S 1 1/2"S DN 1 1/2"V RISE 2"S 4"S 4"S 1 1/2"S DN 1 1/2"V RISE 2"S 6"S DN 6"S 4"S 6"S 4"S DN FCO 4"S 6"S 4"S 4"S 4"S 6"S 4"ST 4"ST 4"ST 8"ST 6"ST 10"ST 10"ST 8"ST 10"ST 10"ST 6"ST 4"ST FIRST FLUSH PRE-FILTER FIRST FLUSH PRE-FILTER FF-2 SIMILAR OR EQUAL TO MILLER LEAMAN #MLS-6 (TYP. 2) AD-1 AD-1 PD-1 AD-1 PD-1 MS-1 S-1 L-1 L-1 WC-1 WC-1 WC-1 WC-1 L-1 L-1 PGD-1 L-1 UR-1 WC-1 S-1 CISTERN STORM WATER SMOOTHING INLET (TYP. BOTH STORM INLETS) FIRE CISTERN 0013 DOMESTIC CISTERN 0014 DOMESTIC CISTERN 0015 FIRE PUMP 0012 PUMP 0011 4"S DN 6"ST DROPS INTO 10" ST MAIN 6"ST DROPS INTO 10" ST MAIN 6"ST UP CISTERN COMPARTMENT EQUALIZER TUBES (TYP 4) 12" DIA. OPENINGS 1'-0" ABOVE CISTERN FLOOR 4"ST UP TO PD-1 4"ST 4"ST RUN DOWN IN COLUMN 4"ST RUN DOWN IN COLUMN 4"ST UP TO PD-1 4"ST UP TO PD-1 4"ST 4"ST DN 6"ST UP 6"ST UP STORM PIPING RUN AT CLG OF GARAGE STORM PIPING RUN AT CLG OF GARAGE 6"ST UP 6"ST 3"ST UP TO PD-1 3"ST UP TO PD-1 3"ST UP TO AD-1 3"ST UP TO AD-1 3"ST UP TO PD-1 3"ST UP TO PD-1 1 1/2" UP TO SK-1 ESP-1 ESP-1 ELEV 01 E01 ELEV. 03 E03 STAIR 2 S02 MECHANICAL 0101 ELECTRICAL / IT 0102 FF-2 STORM PIPING RUN AT CLG OF GARAGE STORM PIPING RUN ABV CLG SPACE CUST. SUPPLY 0110 DRIVERS' LOUNGE 0109 STAIR 3 S03 STAIR 2 S02 TOOLS 0103 TOOLS 0104 LOBBY 0001 ELEVATOR CTRL E01A CORRIDOR 0300 RSICA CORRIDOR 0500 SCA CORRIDOR 0200 SCA CORRIDOR 0200 DIPS CORRIDOR 0002 DIPS CORRIDOR 0002 CORRIDOR 0300 OPS CORRIDOR 0100 3"COND. STACK UP/DN 4"S UP/DN 3"ST 4"ST 3"ST 4"SAN TO SITE DRAINAGE SEE CIVIL FOR CONTINUATUION 3" STORM TO SITE STORM SEE CIVIL FOR CONTINUATION 6"ST UP 2"S UP/DN 2"S 4"S 6"S 4"S ELEV. SUMP PUMP ELEV. SUMP PUMP 4"ST UP 4"ST UP 1 1/2"S REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER P102 4/6/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING LOWER FLOOR PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" P102 LOWER LEVEL - PLUMBING 1 DRAWING NOTES: 1. ALL STORM PIPING SHOWN ON THIS PLAN RUN ABOVE CEILING UNLESS OTHERWISE NOTED. 2. ALL SANITARY DRAINAGE SHOWN ON THIS PLAN RUN BELOW SLAB UNLESS OTHERWISE NOTED. 3. ALL WATER CLOSET AND FLOOR DRAIN VENTING TO TAP OFF DRAIN BELOW SLAB AND PENETRATE UP ABOVE CEILING AND TIE INTO VENTING SYSTEM. 4. ALL OTHER VENTING SHOWN TO BE RUN ABOVE CEILING SECURITY OFFICE 1009 FLEX STATION 1010 MECHANICAL 1004 DIRECTOR SUPPORT 1406 ISSUANCE SUPER 1407 SYSTEMS ANALYSTS (3) 1408 ISSUANCE RECORDS 1403 CLAIMS RECORDS 1401 ELIG. SUPER 1505 ELIG. SUPER 1502 CC SUPER 1305 EE SUPER 1508 EE SUPER 1510 ELIG. SUPER 1507 MAP FILES 1506 DFA FILES 1504 ELIG. SPEC. 1503F ELIG. SPEC. 1503E ELIG. SPEC. 1503D ELIG. SPEC. 1503C ELIG. SPEC. 1503B ELIG. SPEC. 1503A ELIG. SPEC. 1501C INFO CLERK 1501A INFO CLERK 1501B INFO CLERK 1501E INFO CLERK 1501D ELIG. SPEC. 1503L ELIG. SPEC. 1503J ELIG. SPEC. 1503G ELIG. SPEC. 1503H ELIG. SPEC. 1503I EE CASE WORKER 1601H EE CASE WORKER 1601G EBT TECH 1404B EBT TECH 1404A CLAIMS TELLERS 1402 EBT TECH 1404D EE CASE WORKER 1601F EE CASE WORKER 1601I EE CASE WORKER 1601J EE CLERK 1601N EE CASE WORKER 1601M EE CASE WORKER 1601B EE CASE WORKER 1601C EE CASE WORKER 1601D EE CASE WORKER 1601E EE CASE WORKER 1601K EE CASE WORKER 1601L EE CLERK 1601A WORKROOM 1308 ADMIN ASST 1306C ADMIN ASST 1306B CC ADMIN 1306A DFA SUPPLIES 1511 CC CASE WRK 1301 SS ADMIN ASST 1404C EE CASE WORKER 1509 CONFERENCE 1012 BREAKROOM 1013 LACTATION 1011 STAFF TOILETS (M) 1014 STAFF TOILETS (W) 1015 PUBLIC TOILETS (W) 1006 PUBLIC TOILETS (M) 1005 CUSTODIAL 1007 CLAIMS/ ISSUA. LOBBY 1023 DFA/MAP LOBBY 1020 TELECOM 1003 ELECTRICAL 1003A RECEPTION 1002 CC CASE WRK 1303 DIRECTOR CERT. 1304 MAP SUPPLIES 1302 DIRECTOR 1212 KITCHEN 1205 PANTRY 1205A TABLE STORAGE 1204 COMP. LAB 1203 RESTROOM (M) 1201 RESTROOM (W) 1202 TRANS. COOR. 1103 SUPPLIES 1107 COUNSELOR 1106 COUNSELOR 1105 ADMINISTRATOR 1108 DISTRICT MGR 1109 COUNSELOR 1110 COUNSELOR 1111 MULTIP. 1112 NURSE 1209 STORAGE 1210 AMBUL. WC 1113 FILES 1114 REHAB AID 1104A O/B SPEC. 1104B SHARED OFFICE (5) 1211 CONGREGATE ROOM 1206 WAITING AREA 1101 EXEC ASST. 1102 STAIR 1 S11 SECURITY 1022 CLOSET 1112A STRIVE PATIO 1213 DFA/MAP CORRIDOR 1300 DFA/MAP CORRIDOR 1001C VR CORRIDOR 1100 WC-1 WC-1 WC-1 UR-1 WC-1 WC-1 WC-1 UR-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 EWC-1 MS-1 FD-1 FD-1 FD-1 FD-1 WCO FCO WCO WCO 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A AD-1 AD-1 PD-1 PD-1 PD-1 PD-1 PD-1 SK-1 3"ST DN 1 1/2"S DN 1 1/2"V RISE WC-2 L-1 L-1 L-1 WC-1 WC-1 L-1 S-1 SH-1 SH-1 S-1 PD-1 PD-1 3"COND. STACK UP/DN 4"S DN FS-1 4"S 4"S 2"S REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER P103 4/6/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING MAIN FLOOR PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" P103 MAIN LEVEL - PLUMBING 1 DRAWING NOTES: 1. ALL STORM PIPING SHOWN ON THIS PLAN RUN ABOVE CEILING UNLESS OTHERWISE NOTED. 2. ALL SANITARY DRAINAGE SHOWN ON THIS PLAN RUN BELOW SLAB UNLESS OTHERWISE NOTED. 3. ALL WATER CLOSET AND FLOOR DRAIN VENTING TO TAP OFF DRAIN BELOW SLAB AND PENETRATE UP ABOVE CEILING AND TIE INTO VENTING SYSTEM. 4. ALL OTHER VENTING SHOWN TO BE RUN ABOVE CEILING HEALTH COORDINATOR 2102 HEAD START RECEPTION 2101 DISABILITY COORDINATOR 2103 MENTAL HEALTH COORDINATOR 2104 AIDE STATION 2108D AIDE STATION 2108C AIDE STATION 2108E AIDE STATION 2108F AIDE STATION 2108B AIDE STATION 2108A AIDE STATION 2108G AIDE STATION 2108H AIDE STATION 2108I AIDE STATION 2108J AIDE STATION 2108L EDUCATION SUPERVISOR 2109 EDUCATION COORDINATOR 2111 RECORDS 2110 PARENT INVOLVEMENT COORDINATOR 2112 INFANTS & TODDLER SPECIALIST 2403 AIDE STATION 2105A UTILITY 2106 SUPPLIES 2402 LICENSING 2408B RECORDS 2404 LICENSING 2408A CCR SPECIALIST 2406C QUAL. SPECIALIST 2406D DIRECTOR 2407 ADMINISTRATOR 2113 HEAD START EQUIPMENT STORAGE 2114 DONATION STORAGE 2310 STORAGE 2309 CASE WORKER FC 2308A CASE WORKER FC 2308B CASE WORKER PS 2308C CASE WORKER PS 2308D FAMILY SERVICE SPECIALIST PS 2301D FAMILY SERVICE SPECIALIST PS 2301E FAMILY SERVICE SPECIALIST FC 2301A FAMILY SERVICE SPECIALIST FC 2301B LICENSING 2301C RECORDS 2302 VISITATION ROOM 2303 OFFICE MANAGER 2304 DISTRICT MANAGER PROTECTIVE SERVICES 2305 DISTRICT MANAGER FOSTER CARE 2306 AIDE STATION 2105F AIDE STATION 2108K AIDE STATION 2105C AIDE STATION 2105B AIDE STATION 2105D PUBLIC TOILETS (M) 2005 PUBLIC TOILETS (W) 2006 CUSTODIAL 2004 STAFF TOILETS (W) 2012 STAFF TOILETS (M) 2011 CONFERENCE 2010 BREAKROOM 2009 LACTATION 2008 WORKROOM 2207 DISTRICT MANAGER 2206 ADMINISTRATOR 2205 FLEX WORKSTATIONS 2007 MECHANICAL 2003 TELE/ELEC 2002 WAITING ROOM 2201 RECORDS 2209 ADMIN. ASST. 2208 SOCIAL WORKER 2204B INTERVIEW 2 2203 INTERVIEW 1 2202 HEAD START EQUIPMENT STORAGE 2115 ADMINISTRATOR 2307 RECORDS 2107 FAMILY WAITING 2001 STORAGE 2001A DCFS CORRIDOR 2300 CORRIDOR 2000B INTAKE CORRIDOR 2200 SOCIAL WORKER 2204A SOCIAL WORKER 2204C SOCIAL WORKER 2204D WAITING AREA 2409 AIDE STATION 2105E HEAD START CORRIDOR 2100 CCR SPECIALIST 2406B CCR SPECIALIST 2406A ADMINISTRATOR 2405 OFFICE ASST. 2408D PROC. COORD. 2408C STORAGE 2401 STAIR 2 S22 STAIR 3 S23 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" STAIR 1 S21 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 EWC-1 MS-1 FD-1 FD-1 FD-1 FD-1 WCO FCO WCO WCO 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A 4" S DN 4"S UP/DN 4"S DN 6" ST DN 6" ST DN 6" ST DN 6" ST DN 6" ST DN 6" ST DN 6" ST DN L-1 S-1 2" S DN 3"COND. STACK UP/DN 1 1/2"S DN 1 1/2" V RISE 1 1/2"S DN 1 1/2" V RISE REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER P104 4/6/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING SECOND FLOOR PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" P104 SECOND FLOOR - PLUMBING 1 DRAWING NOTES: 1. ALL STORM PIPING SHOWN ON THIS PLAN RUN ABOVE CEILING UNLESS OTHERWISE NOTED. 2. ALL SANITARY DRAINAGE SHOWN ON THIS PLAN RUN BELOW SLAB UNLESS OTHERWISE NOTED. 3. ALL WATER CLOSET AND FLOOR DRAIN VENTING TO TAP OFF DRAIN BELOW SLAB AND PENETRATE UP ABOVE CEILING AND TIE INTO VENTING SYSTEM. 4. ALL OTHER VENTING SHOWN TO BE RUN ABOVE CEILING WC-1 WC-1 WC-1 UR-1 WC-1 WC-1 WC-1 WC-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 EWC-1 MS-1 FD-1 FD-1 FD-1 FD-1 WCO FCO WCO WCO 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A 6" ST UP TO RD-1 6" ST UP TO RD-1 6" ST DN IN COLUMN (257 GPM) 6" ST UP TO RD-1 6" ST UP TO RD-1 6" ST UP TO RD-1 6" ST UP TO RD-1 6" ST UP TO RD-1 6"ST 6"ST 4" ST UP TO RD-1 4" ST UP TO RD-1 4" ST UP TO RD-1 4"ST 6" ST UP TO RD-1 4" ST UP TO RD-1 6"ST 4"ST 4" ST UP TO RD-1 4" ST UP TO RD-1 4" ST UP TO RD-1 4"ST 4"ST 6" ST UP TO RD-1 PRIVATE WC 3508A CFO 3508 SPEC. ASST. 3506 AUDIT DIRECTOR 3505 FISCAL CORRIDOR 3500 PAYROLL SUPER 3503 ? ? DIRECTOR 3510 AUDIT DIRECTOR 3511 OTC CORRIDOR 3600 COMMISSIONER 3616 CONFERENCE 3615 DIR. COMMUNITY ENGAGE. 3617 STAIR 3 S33 FISCAL CORRIDOR 3500 DIRECTOR 3406 SYSTEMS MANAGER 3405 NETWORK MANAGER 3404 LABOR RELATIONS 3310 COMP SETUP 3403 SERVER CENTER 3401 ELECTRICAL/ TELECOM 3003 MECHANICAL 3004 STX DC OFFICE 3105 CAPITAL PROJECTS 3106 CORRIDOR 3000 AP SPECIALIST 3501A AP SPECIALIST 3501B PUBLIC TOILETS (W) 3006 STAFF TOILETS (M) 3014 CORRIDOR 3000A CUSTODIAL 3007 PUBLIC TOILETS (M) 3005 SECURE STORAGE 3017 PE SPEC. 3203 PREP AREA 3001C FRAUD INVESTIG. 3201 PE SPEC. 3202 MAP RECORDS 3229 FRAUD RECORDS 3228 IT MANAGER 3210A PE SPEC 3208 PE SPEC. 3204 PI ANALYST 3207 QC REVIEWER 3209 PI DIRECTOR 3211 4"S DN 6" ST DN IN COLUMN (232 GPM) 6" ST DN IN COLUMN (151 GPM) 6" ST DN IN COLUMN (231 GPM) 6" ST DN IN COLUMN (212 GPM) 6" ST DN IN COLUMN (182 GPM) 3"COND. STACK DN 4"ST 1 1/2"V 1 1/2"S 4"S 2"V 2"V 3"S 4"S 3"S 1 1/4"S WC-1 3" VTR 3" VTR CPO 3703 DEPUTY COMMISIONER 3101 FLEX STATIONS 3002 TRAINING ROOM 3001 CONTRACT ADMIN 3606 COMMS 3607 LEGAL COUNSEL 3608 STX AC 3609 INTERNAL BREAKROOM 3611 STT/STJ AC 3613 (2) QC SUPER & REV. 3213 MAP DIRECTOR 3206 DFA/MAP CORRIDOR 3200 L-1 S-2 6" ST DN IN COLUMN (367 GPM) 4"S DN IN COLUMN 4"S 4"S 2"V 1 1/4"S DN 1 1/4"V RISE 2"V RISE 3"S 1 1/4"S 2"V 3"S 1 1/4"S DN 1 1/4"V RISE WC-1 L-1 WC-1 L-1 1 1/2"S DN 1 1/2"V RISE S-3 1 1/2"S DN 1 1/2"V RISE 2"V 1 1/2"S DN 1 1/2"V RISE 2"S DN 2"V RISE 4"S 4"S 2"S 4"S DN 2"V RISE 2"S 2"V 4"S REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER P105 4/6/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING THIRD FLOOR PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" P105 THIRD LEVEL - PLUMBING 1 DRAWING NOTES: 1. ALL STORM PIPING SHOWN ON THIS PLAN RUN ABOVE CEILING UNLESS OTHERWISE NOTED. 2. ALL SANITARY DRAINAGE SHOWN ON THIS PLAN RUN BELOW SLAB UNLESS OTHERWISE NOTED. 3. ALL WATER CLOSET AND FLOOR DRAIN VENTING TO TAP OFF DRAIN BELOW SLAB AND PENETRATE UP ABOVE CEILING AND TIE INTO VENTING SYSTEM. 4. ALL OTHER VENTING SHOWN TO BE RUN ABOVE CEILING 1/2" / 12" 1/2" / 12" 1/2" / 12" 1/2" / 12" 1/2" / 12" 1/2" / 12" 1/2" / 12" 1/2" / 12" 1/2" / 12" 1/2" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" ROOF RIDGE 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A 72 GPM RD-1 4" 72 GPM RD-1 4" 79 GPM RD-1 4" 107 GPM RD-1 4" 75 GPM RD-1 4" 84 GPM RD-1 4" 64 GPM RD-1 4" 64 GPM RD-1 4" 135 GPM RD-1 6" 116 GPM RD-1 6" 116 GPM RD-1 6" 116 GPM RD-1 6" 116 GPM RD-1 6" 116 GPM RD-1 6" 141 GPM RD-1 6" 159 GPM RD-1 6" 3" VTR 3" VTR REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER P106 4/6/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING ROOF PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" P106 ROOF LEVEL - PLUMBING 1 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 A.1 A G.D G.C G.B G.A PD-1 AD-1 PD-1 4" ST UP TO AREA DRAIN IN GENERATOR AREA. SEE CIVIL FOR CONTINUATION. GDB-1 3" GUTTER DOWNSPOUT FROM SMALL ROOF. SEE CIVIL FOR CONT. TO SITE STORM AD-1 4" ST. TOTIE INTO STORM UNDER PARKING GARAGE SLAB. SEE CIVIL FOR COPNTINATION PLANTER DRAIN. SEE CIVIL FOR CONT. TO SITE STORM PLANTER DRAIN. SEE CIVIL FOR CONT. TO SITE STORM AREA DRAIN. SEE CIVIL FOR CONT. TO SITE STORM 4" ST DN. SEE CIVIL FOR CONT.TO SITE STORM 4" ST UP TO PD-1 4" ST UP TO PD-1 4" ST RUN AT CLG. OF LOWER LEVEL GARAGE 4" ST DN. SEE CIVIL FOR CONT. 4"ST 4" ST UP TO PD-1 4"ST 4" ST UP TO PD-1 4" ST RUN AT CLG. 4" ST RUN AT CLG. 4" ST DN. SEE CIVIL FOR CONT. ARCH. GUTTER DOWNSPOUT DSB-1 DSB-1 DSB-1 DSB-1 DSB-1 DSB-1 DSB-1 DSB-1 DSB-1 DSB-1 DSB-1 DSB-1 PLANTER DRAIN. SEE CIVIL FOR CONT. TO SITE STORM PD-1 AD-1 AREA DRAIN. SEE CIVIL FOR CONT. TO SITE STORM BRING LOWER DECK DRAINS HERE*** SEE S 4" ST. RUN BELOW SLAB. SEE CIVIL FOR CONTINUATION (TYP. 12). 4" ST UP TO PD-1 REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER P111 4/6/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING LOWER LEVEL PARKING DECK PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" 1 PLUMBING LOWER LEVEL PARKING DECK PLAN 1.1 2 3 3.1 4 5 6 6.1 7 8 A.1 A G.D G.C G.B G.A PD-1 PD-1 PD-1 PD-1 PD-1 3"ST GUTTER DN 4"AD-1 (33 GPM) (PROVIDED BY CIVIL) (130 GPM) (130 GPM) (130 GPM) 3"ST GUTTER DN (130 GPM) 3"ST GUTTER DN (130 GPM) 3"ST GUTTER DN (130 GPM) 3"ST GUTTER DN (130 GPM) 3"ST GUTTER DN (130 GPM) 3"ST GUTTER DN (130 GPM) 3"ST GUTTER DN (130 GPM) 3"ST GUTTER DN (130 GPM) 3"ST GUTTER DN (130 GPM) 3"ST GUTTER DN (130 GPM) 3"ST GUTTER DN (130 GPM) REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER P112 4/6/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING MAIN FLOOR PARKING DECK PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" 1 PLUMBING MAIN FLOOR PARKING DECK PLAN 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 PUMP 0011 FIRE PUMP 0012 DOMESTIC WATER BOOSTER PUMP DOMESTIC WATER HEATER MS-1 S-1 L-1 L-1 WC-1 WC-1 WC-1 WC-1 L-1 L-1 L-1 UR-1 WC-1 S-1 HB-1 HB-1 HB-1 HB-1 INCOMING WATER SERVICE TO CISTERN MAKE UP 2 1/2"CW STAIR 3 S03 SCA CORRIDOR 0200 DRIVERS' LOUNGE 0109 SCA CORRIDOR 0200 DIPS CORRIDOR 0002 MECHANICAL 0101 ELECTRICAL / IT 0102 TOOLS 0103 ELEVATOR CTRL E03A STORAGE 0003 STAIR 2 S02 ELEV 01 E01 TENANT LOBBY 0700 ELEV. 02 E02 ELEV. 03 E03 DOMESTIC CISTERN 0014 DOMESTIC CISTERN 0015 FIRE CISTERN 0013 TOOLS 0104 CUST. 0006 BREAKROOM 0008 STAFF WC 0007 DETAINEE TOILET 0304A PUBLIC TOILET 0005 PUBLIC TOILET 0004 HB-1 1/2"C&HW DROP 1/2"C&HW DROP 1/2"C&HW DROP 2"CW 2"CW 3/4"CW 3/4"CW 1"HW 2"CW 1/2"HW 3/4"CW 3/4"CW 3/4"HWR 3/4"HW 2"CW UP REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER P202 4/6/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING LOWER LEVEL PRESSURE PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" P202 LOWER LEVEL - PLUMBING PRESSURE 1 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 2" CW RISER UP /DN HB-1 HB-1 WC-1 WC-1 WC-1 UR-1 WC-1 WC-1 WC-1 UR-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 EWC-1 MS-1 FD-1 WC-2 L-1 L-1 L-1 WC-1 WC-1 L-1 S-1 SH-1 SH-1 S-1 S-1 1" CW RISER 1" CW RISER HB-1 HB-1 ◄ 3/4"CW 2" UP FROM BELOW 2"CW 3/4"CW 2"CW 2"CW 1"HW ◄ ◄ 1"CW 3/4"C&HW DROP 1/2" CW&HW DROP ► 1"HW 2"CW ► ◄ ◄ WATER HEATER ◄ ► 3/4"CW 3/4"HW 1/2" CW&HW DROP 1/2" CW&HW DROP 1/2"CW REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER P203 4/6/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING MAIN LEVEL PRESSURE PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" P203 MAIN LEVEL - PLUMBING PRESSURE 1 HEALTH COORDINATOR 2102 HEAD START RECEPTION 2101 DISABILITY COORDINATOR 2103 MENTAL HEALTH COORDINATOR 2104 AIDE STATION 2108D AIDE STATION 2108C AIDE STATION 2108E AIDE STATION 2108F AIDE STATION 2108B AIDE STATION 2108A AIDE STATION 2108G AIDE STATION 2108H AIDE STATION 2108I AIDE STATION 2108J AIDE STATION 2108L EDUCATION SUPERVISOR 2109 EDUCATION COORDINATOR 2111 RECORDS 2110 PARENT INVOLVEMENT COORDINATOR 2112 INFANTS & TODDLER SPECIALIST 2403 AIDE STATION 2105A UTILITY 2106 SUPPLIES 2402 LICENSING 2408B RECORDS 2404 LICENSING 2408A CCR SPECIALIST 2406C QUAL. SPECIALIST 2406D DIRECTOR 2407 ADMINISTRATOR 2113 HEAD START EQUIPMENT STORAGE 2114 DONATION STORAGE 2310 STORAGE 2309 CASE WORKER FC 2308A CASE WORKER FC 2308B CASE WORKER PS 2308C CASE WORKER PS 2308D FAMILY SERVICE SPECIALIST PS 2301D FAMILY SERVICE SPECIALIST PS 2301E FAMILY SERVICE SPECIALIST FC 2301A FAMILY SERVICE SPECIALIST FC 2301B LICENSING 2301C RECORDS 2302 VISITATION ROOM 2303 OFFICE MANAGER 2304 DISTRICT MANAGER PROTECTIVE SERVICES 2305 DISTRICT MANAGER FOSTER CARE 2306 AIDE STATION 2105F AIDE STATION 2108K AIDE STATION 2105C AIDE STATION 2105B AIDE STATION 2105D PUBLIC TOILETS (M) 2005 PUBLIC TOILETS (W) 2006 CUSTODIAL 2004 STAFF TOILETS (W) 2012 STAFF TOILETS (M) 2011 CONFERENCE 2010 BREAKROOM 2009 LACTATION 2008 WORKROOM 2207 DISTRICT MANAGER 2206 ADMINISTRATOR 2205 FLEX WORKSTATIONS 2007 MECHANICAL 2003 TELE/ELEC 2002 WAITING ROOM 2201 RECORDS 2209 ADMIN. ASST. 2208 SOCIAL WORKER 2204B INTERVIEW 2 2203 INTERVIEW 1 2202 HEAD START EQUIPMENT STORAGE 2115 ADMINISTRATOR 2307 RECORDS 2107 FAMILY WAITING 2001 STORAGE 2001A DCFS CORRIDOR 2300 CORRIDOR 2000B INTAKE CORRIDOR 2200 SOCIAL WORKER 2204A SOCIAL WORKER 2204C SOCIAL WORKER 2204D WAITING AREA 2409 AIDE STATION 2105E HEAD START CORRIDOR 2100 CCR SPECIALIST 2406B CCR SPECIALIST 2406A ADMINISTRATOR 2405 OFFICE ASST. 2408D PROC. COORD. 2408C STORAGE 2401 STAIR 2 S22 STAIR 3 S23 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" STAIR 1 S21 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 2" CW RISER UP/DN WC-1 WC-1 WC-1 UR-1 WC-1 WC-1 WC-1 UR-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 EWC-1 MS-1 L-1 S-1 HB-1 HB-1 3/4"HW 3/4"HW 3/4"HW 3/4"HW 3/4"HW 1"CW 1"CW 2"CW 2"CW REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER P204 4/6/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING SECOND LEVEL PRESSURE PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" P204 SECOND FLOOR - PLUMBING PRESSURE 1 FRAUD INVESTIG. 3224 CONFERENCE 3307 SERVER CENTER 3401 ACCT PAYABLE 3507 DISTRICT MGR 3223 MANAGEMENT EVAL 3222 ADMINISTRATOR 3221 DIRECTOR PR 3219 DIRECTOR TANF 3218 TRAINING OFFICER 3217 EMPLOYMENT TRAINING OFFICER 3226 EMPLOYMENT TRAINING OFFICER 3212 PREP STOR 3214A (2) PREP 3214 (2) QC SUPER & REV. 3213 PI DIRECTOR 3211 QC REVIEWER 3209 PI ANALYST 3207 MAP DIRECTOR 3206 ASST. DIRECTOR 3205 PE SPEC. 3203 FRAUD INVESTIG. 3201 PE SPEC. 3202 MAP RECORDS 3229 FRAUD RECORDS 3228 EMPLOYMENT TRAINING OFFICER 3227 PE SPEC 3208 PE SPEC. 3204 DFA RECORDS 3220 JOBS LAB 3021 FRAUD INVESTIG. 3225 WAITING 3022 DEPUTY COMMISSIONER 3308 GENERALIST 3309 GENERALIST 3305 LABOR RELATIONS 3310 RECORDS 3302 MAP STORAGE 3230 WRKSTN 3301 COPY/PRINT 3303 PREP AREA 3001C TRAINING ROOM 3001 FLEX STATIONS 3002 SHARED BREAKROOM 3010 LACTATION 3009 MECHANICAL 3004 ELECTRICAL/ TELECOM 3003 NETWORK MANAGER 3404 SYSTEMS MANAGER 3405 DIRECTOR 3406 SECURE STORAGE 3017 COMP SETUP 3403 STX DC OFFICE 3105 CAPITAL PROJECTS 3106 ASST. DC 3104 STORAGE 3103 DEPUTY COMMISIONER 3101 CPO 3703 ASSET DIRECTOR 3702 ASSET STORAGE 3704 INVENTORY CLERK 3701E CONTRACT ADMIN 3606 COMMS 3607 LEGAL COUNSEL 3608 RECEPTION 3502 CONFERENCE 3512 RECORDS 3513 PAYROLL SUPER 3503 DIRECTOR 3510 AUDIT DIRECTOR 3511 DIRECTOR 3509 CFO 3508 SPEC. ASST. 3506 AUDIT DIRECTOR 3505 UTILITY 3016 MAIL ROOM 3604 INTERNAL WORKROOM 3601 EXEC. PM 3610 ADA TOILET 3612 STX AC 3609 INTERNAL BREAKROOM 3611 STT/STJ AC 3613 CONFERENCE 3615 DIR. COMMUNITY ENGAGE. 3617 COMMISSIONER 3616 FILES 3620 COPY/ PRINT 3514 RECEPTION 3602 SUPPLIES 3515 PRIVATE WC 3616B PRIVATE WC 3508A PRIVATE WC 3613A LOBBY 3000 MIS CORRIDOR 3400 CORRIDOR 3000A FISCAL CORRIDOR 3500 HR CORRIDOR 3300 OTC CORRIDOR 3600 DFA/MAP CORRIDOR 3200 OPS CORRIDOR 3700 CORRIDOR 3100 STAFF TOILETS (W) 3015 PUBLIC TOILETS (W) 3006 PUBLIC TOILETS (M) 3005 CUSTODIAL 3007 STAFF TOILETS (M) 3014 STAIR 3 S33 STAIR 1 S31 STAIR 2 S32 ELEV. 03 E33 ELEV. 32 E32 2' - 6" 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A 2" DCW RISE 2"CW 2"CW WC-1 WC-1 WC-1 UR-1 WC-1 WC-1 WC-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 EWC-1 MS-1 HB-1 WC-1 L-1 WC-1 L-1 WC-1 L-1 S-2 WC-1 L-1 3/4"CW 1"CW 2"CW 2"CW 1"CW 1"HW 1"HW 1"HW 1"HW 1"HW 1"HW 1"HW 1"HW 1"HW 2"CW 2"CW 1/2"CW S-3 1/2" CW&HW DROP WATER HEATER UR-1 REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER P205 4/6/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING THIRD LEVEL PRESSURE PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" P205 THIRD LEVEL - PLUMBING PRESSURE 1 RD-1 (116 GPM) RD-1 (116 GPM) RD-1 (135 GPM) RD-1 (140 GPM) RD-1 (120 GPM) RD-1 (107 GPM) RD-1 (75 GPM) RD-1 (84 GPM) RD-1 (64 GPM) RD-1 (64 GPM) RD-1 (159 GPM) RD-1 (72 GPM) RD-1 (72 GPM) RD-1 (79 GPM) PD-1 PD-1 4"ST 4"ST 4"ST AD-1 PD-1 AD-1 (33 GPM) 4"ST GENERATOR PLATFORM AREA UPPER PARKING DECK UPPER PARKING DECK 3" GSB-1 3"ST GUTTER DOWNSPOUT SEE CIVIL FOR CONT. SEE CIVIL FOR CONT. SEE CIVIL FOR CONT. SEE CIVIL FOR CONT. SEE CIVIL FOR CONT. PD-1 PD-1 PD-1 PD-1 AD-1 AD-1 PATIO AREA CISTERN 6"ST (182 GPM) 4"ST (152 GPM) 8"ST (335 GPM) 6"ST(235 GPM) 10"ST (570 GPM) 10"ST (580 GPM) 6"ST (150 GPM) CISTERN OVERFLOW 12"ST TO SITE STORM WATER DRAINAGE SYSTEM. SEE CIVIL FOR CONT. FF-2 STORM WATER PRE-FILTER FF-2 STORM WATER PRE-FILTER PUMP ROOM 0011 PARKING GARAGE 6"ST 10"ST 10"ST LOWER PARKING AREA TYPICAL CALMING INLET 8"ST 10"ST 6"ST 6"ST (260 GPM) RD-1 (140 GPM) RD-1 (120 GPM) (520 GPM) (260 GPM) (260 GPM) (260 GPM) (780 GPM) (580 GPM) PD-1 PD-1 4"ST 4"ST 4"ST AD-1 PLANTER DRAIN AT LOWER LEVEL AREA DRAINS AT LOWER LEVEL AREA DRAIN ON WALKWAY ON MAIN LEVEL PD-1 LOWER PARKING AREA PD-1 PLANTER DRAIN 6"ST 4"ST 4" ST TO SITE STORM. SEE CIVIL FOR CONT. 3"ST 4"ST 3"ST 3"ST 3"ST 4"ST 4"ST 4"ST 4"ST 3"ST GDB-1 GDB-1 GDB-1 GDB-1 GDB-1 SEE CIVIL FOR CONT. SEE CIVIL FOR CONT. SEE CIVIL FOR CONT. SEE CIVIL FOR CONT. SEE CIVIL FOR CONT. GDB-1 PARKING LOT - MAIN LEVEL REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER P401 4/6/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING RISER DIAGRAM - STORM 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1 RISER DIAGRAM - STORM REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER P402 4/6/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING RISER DIAGRAM - SANITARY 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1 PLUMBING RISER DIAGRAM - SANITARY REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER P403 4/6/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING RISER DIAGRAM - SERVICE PIPING 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1 RISER DIAGRAM - WATER PIPE TO MOP SINK 1 1/2" HIGH GALVANIZED VACUUM RELIEF VALVE THERMOSTAT EWH TANK DRAIN VALVE THERMAL EXPANSION TANK EQUAL TO AMTROL ST-12 THERMOMETER STEEL DRAIN PAN AMSE TEMP. AND PRESSURE RELIEF VALVE, ROUTE PIPING FULL SIZE TO FLOOR DRAIN. TO 90°F. EQUAL TO POWERS THERMOSTATIC MIXING 1/2" TW 3/4" WATER HEATER STAND EQUAL TO OATEY 34057 VALVE (TMV) SET DISCHARGE TIME CLOCK/ MOTOR STARTER BY ELECTRIC RECIRCULATION PUMP (RP-1) MODEL LM491-1 1/2" CALIBRATED BALANCING VALVE W/POSITIVE SHUT-OFF, ARMSTRONG OR EQUAL. 3/4" 1/2" 1/2" 1/2" TO MOP SINK 2" 2" 1/2"TWR CEILING COUNTERTOP FLOOR 1/2" HW SUPPLY 1/2" CW SUPPLY 1/2" CW IN WALL COFFEE MACHINE (BY OTHERS) OUTLET BOX VALVE (TYP) DUAL CHECK BACKFLOW PREVENTER WATER FILTER PIPE FLOOR PENETRATION DETAIL NO SCALE INSULATION (WHERE REQUIRED) FIRESTOP (TYP.) WATER STOP & ANCHOR COLLAR CONTINUOUSLY WELDED ALL AROUND SLEEVE MINIMUM 1'' (TYP.) METAL DECK PIPE SLEEVE (TYP.) ESCUTCHEON PLATE ON ONE OR BOTH SIDES WHERE PIPING IS EXPOSED (TYP.) WATERPROOF CAULT 2'' ABOVE FLOOR, CURB OR PAD NEW CONCRETE SLAB (TYP.) PIPE SLEEVE PIPE EXTERIOR WALLS INTERIOR WALLS STANDART WEIGHT STEEL PIPE SLEEVE OF SIZE TO PASS PIPE AND INSULATION FINISHED ESCUTCHEON PLATE FLUSH AGAINST WALL AND OF SIZE TO COMPLETELY COVER OPENING FINISHED WALL SURFACE TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES SEAL OR CAULK SLEEVES THRU FIRE WALLS IN A SMOKE TIGHT MANNER PIPE AND INSULATION TO BE CENTERED IN A SLEEVE - DO NOT SUPPORT PIPE FROM SLEEVE SEALING AND ANCHORING COLLAR CENTER PIPE IN SLEEVE STANDARD WEIGHT STEEL PIPE POURED IN PLACE SEAL SLEEVE WITH TIGHTLY PACKED OAKUM AND POURED LEAD COAT EXTERIOR SURFACES WITH TAR COMPOUND NOTES: 1. NO STRUCTUAL STRAIN SHOULD BE TRANSMITTED FROM ANY WALL TO THE PIPING SYSTEM. THE SLEEVING, RELIEVING ARCH, OR STRUCTURAL BEAM SUPPORT METHODS PROTECT THE PIPING FROM SUPERIMPOSED LOADS. THE ''PACKING'' MATERIAL AROUND THE PIPE IS FLEXIBLE ENOUGH TO RESPOND TO SETTLING IN THE STRUCTURE OR PIPING. BRANCH LINE RULE 1 RULE 2 RULE 1: BRANCH LINES OF 20 FEET OR LESS. THE HAMMER ARRESTOR TO BE PLACED AT THE END OF THE BRANCH LINE BETWEEN THE LAST TWO FIXTURES. RULE 2: BRANCH LINES OVER 20 FEET AN ADDITIONAL HAMMER ARRESTOR (Y) TO BE PLACED AS SHOWN (BELOW). THE ADDITIONAL UNIT PLACED AT THE MIDPOINT OF THE RUN LONGER THAN 20 FEET. THE SUM OF THE FIXTURE UNIT RATINGS OF (X) AND (Y) COMBINED, SHOULD BE EQUAL TO OR GREATER THAN THE DEMAND OF ALL BRANCHES. INSTALL IN A ACCESSIBLE AREA HAMMER ARRESTOR HAMMER ARRESTOR HAMMER ARRESTOR MAIN LINE UNDER 20 FEET OVER 20 FEET MAIN LINE SHOCK ARRESTOR SCHEDULE 1. NOTES: PISTON OPERATED, TYPE "K" COPPER BARREL WITH BRASS THREADED ADAPTOR, ALL JOINTS SHALL BE MADE WITH 95-5 LEAD FREE SOLDER. THE PISTON SHALL BE EQUIPPED WITH TWO (2) "O" RINGS TO PROVIDE A PERMANENT MECHANICAL BARRIER BETWEEN FLUID AND PRE-LOAD AIR CHARGE. ARRESTORS MAY BE INSTALLED IN VERTICAL AND HORIZONTAL POSITION. THE ARRESTOR SHALL BE FULLY GUARANTEED FOR ENTIRE SYSTEM LIFE. Y X PRECISION PLUMBING PRODUCTS SC-500A 1/2" 1-11 PRECISION PLUMBING PRODUCTS SC-750B 3/4" 12-32 PRECISION PLUMBING PRODUCTS SC-1000C 1" 33-60 PRECISION PLUMBING PRODUCTS SC-1250D 1" 61-113 PRECISION PLUMBING PRODUCTS SC-1500E 1" 114-154 PRECISION PLUMBING PRODUCTS SC-2000F 1" 155-330 MANUFACTURER MODEL N.P.T. FIXTURE UNITS SA-A SA-B SA-C SA-D SA-E SA-F MARK FINISHED FLOOR TRAP PRIMER VALVE (MAXIMUM OF 8 DRAINS) PRECISION PLUMBING PRODUCTS DISTRIBUTION UNIT REQUIRED WHEN USED FOR MORE THAN ONE FLOOR DRAIN 1/2" TYPE "K" SOFT SEAMLESS COPPER WITH NO JOINTS BELOW FLOOR SLAB. SLOPE AT 1/8" PER FOOT MINIMUM TO FLOOR DRAIN CONNECTION. P-TRAP FLOOR DRAIN REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER P501 4/6/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING DETAILS 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date No Scale ELECTRIC WATER HEATER 1 No Scale SINK AND OUTLET BOX DETAIL 2 No Scale PIPE FLOOR PENETRATION DETAIL 4 No Scale PIPE WALL PENETRATION DETAIL 5 No Scale SHOCK ARRESTOR 6 No Scale TRAP PRIMER 3 MIN. 6" ROLL LEAD FLASHING 1" DOWN INTO PIPE MIN. 12" ABOVE DECK SANITARY VENT SHEET LEAD MINIMUM OF 2 1/2 POUNDS PER SQUARE FOOT. SET LEAD FLANGE IN MASTIC -PRIME FLANGE BEFORE STRIPPING FLASH-IN PLIES ADHERED TO LEAD AND ROOF MEMBRANE WITH APPROPRIATE ADHESIVE - OVERLAP EDGES SEAL EDGE OF FLASHING WITH LAP EDGE SEALANT. COORDINATE REQUIREMENTS WITH ROOFING CONTRACTOR BEAD OF SEALANT ROOF ASSEMBLY; SEE ARCHITECTURAL DRAWINGS CONCENTRIC INCREASER AS REQUIRED SANITARY VENT SEE PLANS FOR SIZE 3'-0" MAX. 9" MIN. SLOPE DOWN NOTE: PROVIDE CLEANOUT AT BASE OF ALL DOWNSPOUTS FOR WALL CONSTRUCTION SEE ARCHITECTURAL DRAWINGS WALL PLATE WITH SCREW T/SLAB CLEANOUT TEE LONG RADIUS ELBOW 4" CONCRETE SUPPORT PAD OR COLUMN FOOTING TEST TEE THREADED CLEANOUT PLUG ACCESS COVER AND FRAME FINISHED WALL SURFACE SUPPORT STRUCTURE HOSE & BRAID SEISMIC SUPORT (TYPICAL) SUPPORT BRACKET AIR RELEASE METRAFLEX METRALOOP NOTE: METRALOOP SHALL BE INSTALLED HORIZONTALLY CL SEISMIC JOINT SEE PLANS FOR SIZE UNION PLUG-IN CORD CONCRETE SUMP PIT (BY STRUCTURAL) CHECK VALVE GATE VALVE REMOVABLE CAST IRON GRATE SUMP PUMP PROVIDE SUMP PUMP SYSTEM WITH OIL SMART PUMP SWITCH AND OIL SMART ALARM PANEL WITH EXTRA LONG PIGGYBACK ELECTRICAL POWER CORD. SYSTEM TO INCLUDE SIMPLEX CONTROL PANEL WITH ALARM BEACON LIGHT, ALARM HORN, PUMP RUN LIGHT AND DRY AUXILIARY ALARM CONTACTS. PRESET ON/OFF POINTS DIFFERENTIATE OIL OR WATER TO ALERT MAINTENANCE OF OIL OR WATER DETECTED. PUMP TO BE 4/10 HP(8.5 AMPS) 115/1/60. BASIS OF DESIGN ZOELLER PACKAGED SYSTEM: 940-0006 INCLUDES PUMP (N152), ALARM PANEL (10-1526), & PUMP SWITCH (10-1528) . . SUMP PUMP LIQUID/OIL SENSING PUMP SWITCH LIQUID/OIL SENSING ALARM SWITCH GFCI OUTLET (SEE ELEC.) GFCI OUTLET (SEE ELEC.) REMOTE ALARM PANEL TO STORM CONDUIT (SEE ELEC) PLUG-IN CORD ALARM SWITCH WIRING (FORCE MAIN) NOTCH END OF FORCE MAIN PIPE AT A 45° ANGLE ELEVATOR SHAFT HIGH WATER LEVEL PUMP ON LEVEL PUMP OFF LEVEL WATER TIGHT SEALS (TYP) REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER P502 4/6/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING DETAILS 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date No Scale SANITARY VENT THRU ROOF DETAIL 1 No Scale SANITARY / STORM RISER BASE DETAIL 2 No Scale WALL CLEANOUT 3 No Scale EXPANSION JOINT/SEISMIC CONNECTOR DETAIL 4 No Scale SUMP PUMP - OIL SENSING - SIMPLEX SYSTEM 5 TAG DESCRIPTION BASIS OF DESIGN MANUFACTURER & MODEL NUMBER FAUCET / FLUSH VALVE CARRIER / SUPPORT TRIM COLOR CW ROUGH-IN HW SAN VENT CW FIXTURE UNITS HW SAN REMARKS PLUMBING FIXTURE SCHEDULE WC1 WATER CLOSET AMERICAN STANDARD - MADERA # 3043.001 FLOOR TOILET SEAT BEMIS # 1055SSC WHITE 1" - 4" 2" 5.0 - 6 CHICAGO FAUCETS - # 786-GN8AE36ABCP 1/2" 1/2" 1 1/2" 1 1/2" 1.1 1.1 2 SK1 SINK (DROP-IN) - ELECTRIC WATER COOLER EWC1 ELKAY - # LZWS-LRPBM28K - - - STAINLESS 1/2" - - - 0.25 - - SLOAN - ROYAL # 111-1.6 NOTES: 1. SUPPLY MCGUIRE STOPS, P-TRAP, GRID & TAILPIECE WITH PRO-WRAP AS REQUIRED. 2. MOUNT ALL FIXTURES IN CONFORMANCE WITH ANSI & ADA REQUIREMENTS. 3. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS. ELKAY - LUSTERTONE # LRAD221965 COUNTERTOP ELKAY - LK99 DRAIN FITTING - - STAINLESS STEEL MOP RECEPTOR MR1 FIAT - # TSBC1612 TERRAZZO 1/2" 1/2" 3" 2" 2.3 3 S.S. WALL GUARD PROVIDE FIAT HANGER # 889CC / HOSE W/BRACKET # 832AA CHICAGO FAUCETS - # 897-CCP FLOOR 2.3 J.R. SMITH - # 0700 - WHITE 1/2" 1/2" 1 1/2" 1 1/2" 0.8 0.8 1 L1 LAVATORY (WALL HUNG) AMERICAN STANDARD - LUCERNE # 0356.015 CHICAGO FAUCETS - # 786-E36ABCP - WC2 WATER CLOSET (REAR OUTLET) AMERICAN STANDARD - PRIOLO # 3695.001 J.R. SMITH - #0688 WHITE 1" - 4" 2" 5.0 - 6 - SLOAN - ECOS # 111-1.28-HW 1/2" 1/2" 1 1/2" 1 1/2" 1.1 1.1 2 SK2 COUNTERTOP - STAINLESS STEEL - SINK (SOLID SURFACE) SOLID SURFACE WITH INTERGAL SINK (BY OTHERS) CHICAGO FAUCETS - # 786-E36ABCP EYE WASH 1/2" 1/2" - - - EW1 - - POLISHED CHROME PROVIDE THERMOSTATIC MIXING VALVE CONFORMING WITH ANSI Z358.1 REQUIREMENTS GUARDIAN - # G5022BP - - GUARDIAN - # G6020 THERMOSTATIC MIXING VALVE TOILET SEAT BEMIS # 1055SSC WC3 WATER CLOSET (WALL HUNG) AMERICAN STANDARD - AFWALL # 2257.101 J.R. SMITH - # 0140 WHITE 1" - 4" 2" 5.0 - 6 - SLOAN - WES # 111-1.6/1.1 TOILET SEAT BEMIS # 1055SSC CS1 CLINICAL SINK AMERICAN STANDARD - # 9504.999.020 FLOOR CHICAGO FAUCETS - # 814-VBCP WHITE 1" - 4" 2" 5.0 2.3 6 PROVIDE PEDESTAL BASE AND RIM GUARD. SLOAN - ROYAL # 117-6.5 CS2 CLINICAL SINK (WALL HUNG) AMERICAN STANDARD - # 9512.999.020 J.R. SMITH - #0923 CHICAGO FAUCETS - # 814-VBCP WHITE 1" - 4" 2" 5.0 2.3 6 - SLOAN - ROYAL # 117-6.5 TAG DESCRIPTION BASIS OF DESIGN MANUFACTURER & MODEL NUMBER FAUCET / FLUSH VALVE CARRIER / SUPPORT TRIM COLOR CW ROUGH-IN HW SAN VENT CW FIXTURE UNITS HW SAN REMARKS PLUMBING FIXTURE SCHEDULE WC1 WATER CLOSET AMERICAN STANDARD - MADERA # 3043.001 FLOOR TOILET SEAT BEMIS # 1055SSC WHITE 1" - 4" 2" 5.0 - 6 CHICAGO FAUCETS - # 786-GN8AE36ABCP 1/2" 1/2" 1 1/2" 1 1/2" 1.1 1.1 2 SK1 SINK (DROP-IN) - ELECTRIC WATER COOLER EWC1 ELKAY - # LZWS-LRPBM28K - - - STAINLESS 1/2" - - - 0.25 - - SLOAN - ROYAL # 111-1.6 NOTES: 1. SUPPLY MCGUIRE STOPS, P-TRAP, GRID & TAILPIECE WITH PRO-WRAP AS REQUIRED. 2. MOUNT ALL FIXTURES IN CONFORMANCE WITH ANSI & ADA REQUIREMENTS. 3. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS. TAG BASIS OF DESIGN MANUFACTURER & MODEL NUMBER TYPE REMARKS PLUMBING DRAINAGE SCHEDULE DESCRIPTION STRAINER RECEPTOR FLOOR DRAIN - TLT RMS J.R. SMITH - # 2005Y LIGHT DUTY FLOOR DRAIN WITH 5" ROUND STRAINER OUTLET SIZE SHALL BE THE SAME AS PIPE SIZE INDICATED ON PLANS & RISERS INSTALL STRAINER FLUSH WITH FLOOR. NICKEL BRONZE DUCO CAST IRON TAG BASIS OF DESIGN MANUFACTURER & MODEL NUMBER TYPE REMARKS PLUMBING SPECIALTY SCHEDULE DESCRIPTION MATERIAL TP - BRASS BODY ELECTRONIC TRAP PRIMER VALVE PRECISION PLUMBING PRODUCTS # SMP-500 - MV LEAD-FREE BRASS THERMOSTATIC MIXING VALVE POWERS - # LFG480 DOMESTIC WATER MIXING VALVE ELKAY - LUSTERTONE # LRAD221965 COUNTERTOP ELKAY - LK99 DRAIN FITTING - - STAINLESS STEEL MOP RECEPTOR MR1 FIAT - # TSBC1612 TERRAZZO 1/2" 1/2" 3" 2" 2.3 3 S.S. WALL GUARD PROVIDE FIAT HANGER # 889CC / HOSE W/BRACKET # 832AA CHICAGO FAUCETS - # 897-CCP FLOOR 2.3 MOUNT ALL DEVICES IN CONFORMANCE WITH ANSI & ADA REQUIREMENTS BFP BACKFLOW PREVENTER WATTS - # LF7R BRASS BODY (LEAD FREE) DUAL CHECK VALVE REFER TO PLANS FOR SIZE. - OB ABS FRAME, NO-LEAD BRASS VALVE BODY OUTLET BOX SIOUX CHIEF - # 696-G1000MF ICE MAKER OUTLET BOX COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL ELEVATIONS. WF - WATER FILTER CULLIGAN - # PREFERRED SERIES 350 MAX CONTAMINATE CHEMICAL REDUCTION DRINKING WATER SYSTEM - HB HOSE BIBB WATTS - # HY-440 LOOSE KEY, ANTI-SIPHON, NARROW WALL HYDRANT - POLISHED CHROME WH WALL HYDRANT (EXTERIOR) WATTS - # HY-725 NON-FREEZE WALL HYDRANT (RECESSED) - NICKEL BRONZE - J.R. SMITH - # 0700 - WHITE 1/2" 1/2" 1 1/2" 1 1/2" 0.8 0.8 1 L1 LAVATORY (WALL HUNG) AMERICAN STANDARD - LUCERNE # 0356.015 CHICAGO FAUCETS - # 786-E36ABCP - WC2 WATER CLOSET (REAR OUTLET) AMERICAN STANDARD - PRIOLO # 3695.001 J.R. SMITH - #0688 WHITE 1" - 4" 2" 5.0 - 6 - SLOAN - ECOS # 111-1.28-HW 1/2" 1/2" 1 1/2" 1 1/2" 1.1 1.1 2 SK2 COUNTERTOP - STAINLESS STEEL - SINK (SOLID SURFACE) SOLID SURFACE WITH INTERGAL SINK (BY OTHERS) CHICAGO FAUCETS - # 786-E36ABCP EYE WASH 1/2" 1/2" - - - EW1 - - POLISHED CHROME PROVIDE THERMOSTATIC MIXING VALVE CONFORMING WITH ANSI Z358.1 REQUIREMENTS GUARDIAN - # G5022BP - - FLOOR DRAIN - MECH RMS J.R. SMITH - # 3101Y-12 ACID RESISTANT COATED FLOOR DRAIN WITH 8 1/2" SQUARE TOP & 1/2 GRATE OUTLET SIZE SHALL BE THE SAME AS PIPE SIZE INDICATED ON PLANS & RISERS INSTALL STRAINER FLUSH WITH FLOOR. NICKEL BRONZE ACID RESISTANT COATED CAST IRON PRIMARY ROOF DRAIN J.R. SMITH - # 1800Y-CID PRIMARY ROOF DRAIN AND OVERFLOW DRAIN OUTLET SIZE SHALL BE THE SAME AS PIPE SIZE INDICATED ON PLANS CAST IRON DOME DUCO CAST IRON GUARDIAN - # G6020 THERMOSTATIC MIXING VALVE TOILET SEAT BEMIS # 1055SSC WC3 WATER CLOSET (WALL HUNG) AMERICAN STANDARD - AFWALL # 2257.101 J.R. SMITH - # 0140 WHITE 1" - 4" 2" 5.0 - 6 - SLOAN - WES # 111-1.6/1.1 TOILET SEAT BEMIS # 1055SSC CS1 CLINICAL SINK AMERICAN STANDARD - # 9504.999.020 FLOOR CHICAGO FAUCETS - # 814-VBCP WHITE 1" - 4" 2" 5.0 2.3 6 PROVIDE PEDESTAL BASE AND RIM GUARD. SLOAN - ROYAL # 117-6.5 CS2 CLINICAL SINK (WALL HUNG) AMERICAN STANDARD - # 9512.999.020 J.R. SMITH - #0923 CHICAGO FAUCETS - # 814-VBCP WHITE 1" - 4" 2" 5.0 2.3 6 - SLOAN - ROYAL # 117-6.5 DS DOWNSPOUT NOZZLE JR SMITH - # 1770Y - - CAST BRONZE FCO FLOOR CLEANOUT JR SMITH - # 4020 - - DUCO CAST IRON WITH NICKLE BRONZE TOP TAG LOCATION MANUFACTURER & MODEL NUMBER STORAGE (GAL) RECOVERY (GPH) ELECTRICAL REMARKS ELECTRIC WATER HEATER SCHEDULE - - PROVIDE AMTROL - # ST-5-C THERMAL EXPANSION TANK EWH1 - - TEMP RISE (DEG F) 100 AMPS KW - - VOLTAGE - SYSTEM DESIGN CRITERIA NOTES: 1.COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS FD-1 FD-2 RD-1 OVERFLOW ROOF DRAIN J.R. SMITH - # 1800Y-CID PRIMARY ROOF DRAIN AND OVERFLOW DRAIN OUTLET SIZE SHALL BE THE SAME AS PIPE SIZE INDICATED ON PLANS CAST IRON DOME DUCO CAST IRON RD-2 REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER P601 4/6/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING SCHEDULES 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 12" = 1'-0" 1 Schedules 1. 2. 3. 4. 5. 6. 7. WATER CLOSET HARDWARE: TOILET SEAT - BEMIS No. 1655SS, EXTRA HEAVY SOLID PLASTIC WITH STAINLESS STEEL SELF SUSTAINING CHECK HINGE, OPEN FRONT WITHOUT COVER. FIXTURE CARRIER - WATTS ISCA-102-L/R, EXTRA-HEAVY DUTY (1,000 lbs) BARIATRIC CARRIER COMPLIANT WITH ASME A112.6.1M, SINGLE VERTICAL THIN WALL WATER CLOSET CARRIER WITH EPOXY COATED CAST IRON FITTING, NO HUB WASTE (3"), AND VENT (2") CONNECTIONS, EPOXY COATED CAST IRON PATENTED COMPRESSION SEAL FACE PLATE ASSEMBLY, EPOXY COATED CAST IRON FOOT SUPPORTS ADJUSTABLE FOR STANDARD AND WHEELCHAIR HEIGHT, ADJUSTABLE ABS NIPPLE WITH INTEGRAL TEST CAP AND NEOPRANE BOWL GASKET, PLATED HARDWARE AND CHROME CAP NUTS. URINAL HARDWARE: FIXTURE CARRIER - WATTS No. CA-321, FULLY ADJUSTABLE URINAL CARRIER WITH HEAVY GAUGE STEEL OFFSET UPRIGHTS, ADJUSTED TO ACCESSIBLE HEIGHT. LAVATORY HARDWARE: STRAINER/TRAP - McGUIRE No. 155A/8902, CHROME PLATED STRAINER, CAST GRID STRAINER WITH 1-1/4" TAILPIECE, PLATED 17 GAUGE 1-1/4" X 1-1/2" BRASS P-TRAP WITH CLEANOUT. (ADA DEPTH SINKS SHALL HAVE OFFSET TAILPIECES McGUIRE No. 155WC/8902). SUPPLIES - McGUIRE No. 2165CC, 1/2" COMPRESSION X 3/8" COMPRESSION CHROME PLATED ANGLE SUPPLY STOPS WITH CHROME PLATED 12" FLEXIBLE RISERS AND ESCUTCHEONS. INSULATION KIT - EXPOSED SUPPLIES AND TRAPS ARE TO BE PROTECTED WITH INSULATION KITS EQUAL TO PLUMBEREX No. 4333. FIXTURE CARRIER - WATTS No. WCA-411, CONCEALED ARMS FLOOR MOUNTED CARRIER COATED STEEL UPRIGHTS WITH WELDED FEET, CAST IRON ADJUSTABLE HEADERS, STEEL SLEEVES, ALIGNMENT TRUSS AND FASTENERS. SINK HARDWARE: TRAP - McGUIRE No. 8912, CHROME PLATED 17 GAUGE 1-1/2" X 1-1/2" BRASS P-TRAP WITH CLEANOUT. (ADA DEPTH SINKS SHALL HAVE OFFSET TAILPIECES McGUIRE No. 155WC/8902). SUPPLIES - McGUIRE No. 2165CC, 1/2" COMPRESSION X 3/8" COMPRESSION CHROME PLATED ANGLE SUPPLY STOPS WITH CHROME PLATED 12" FLEXIBLE RISERS AND ESCUTCHEONS. MOP SINK HARDWARE: HOSE AND WALL HOOK - STERN WILLIAMS No. T-35, 36" LONG HOSE AND STAINLESS STEEL WALL BRACKET. SHOWER HARDWARE: DRAIN - WATTS No. FD-1100-L, EPOXY COATED CAST IRON SHOWER DRAIN WITH ANCHOR FLANGE, REVERSIBLE CLAMPING COLLAR WITH PRIMARY AND SECONDARY WEEPHOLES, ADJUSTABLE HEAVY DUTY SQUARE HEEL PROOF STAINLESS STEEL STRAINER. ELECTRIC WATER COOLER / DRINKING FOUNTAIN HARDWARE: FIXTURE CARRIER - WATTS No. CA-431-1, FLOOR MOUNTED BI-LEVEL WATER COOLER CARRIER WITH HEAVY GAUGE STEEL UPRIGHTS WITH INTEGRAL WELDED FEET, UNIVERSAL STEEL HANGER SUPPORT PLATE, AND PLATED HARDWARE. NOTES: NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT BD P M TS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION 200 A RHC-1-1 AHU-1 VTU-1-1 -PACKAGED TERMINAL AIR CONDITIONER (PTAC) -HYDRONIC REHEAT COIL -NEW FLAT OVAL DUCT -ELECTRIC DUCT HEATER (W/ PANEL CLEARANCE) -FLEXIBLE CONNECTION -ACCESS DOORS, VERTICAL OR HORIZONTAL -INLINE CENTRIFUGAL FAN -STAINLESS STEEL DUCTWORK -DOOR GRILLE -UNDERCUT DOOR -SPIN-IN TAKE-OFF -DUCT ELBOW UP THROUGH ROOF OR SLAB ABOVE -RECTANGLE-TO-ROUND TAKE-OFF DN UP -TRANSITION, SQUARE TO ROUND UP W/IN FLOOR DOWN -CEILING EXHAUST -CEILING RETURN 24x12 -STANDARD BRANCH TAKE-OFF -RADIUS ELBOW -TRANSITION, ECCENTRIC -FLEXIBLE DUCT -CHANGE OF ELEVATION -DUCT ELBOW, NEGATIVE PRESSURE, RETURN -DUCT ELBOW, EXHAUST DIMENSION INDICATES SIDE TO WHICH ARROW IS POINTING -DUCT ELBOW, POSITIVE PRESSURE (SUPPLY), FIRST -NEW DUCTWORK, FIRST DIMENSION IS SIDE SHOWN -TRANSITION, CONCENTRIC -SQUARE THROAT ELBOW W/TURNING VANES -RECTANGULAR/ROUND BRANCH TAKE-OFF OR ROUND/ROUND BRANCH TAKE-OFF -SQUARE THROAT TEE -RADIUS TEE -ROUND DIFFUSER -SUPPLY REGISTER OR GRILLE -RETURN/EXHAUST REGISTER OR GRILLE (VERTICAL MOUNT, SIDEWALL) (VERTICAL MOUNT, SIDEWALL) -EXISTING DUCTWORK TO REMAIN -EXISTING DUCTWORK TO BE REMOVED (CEILING DIFFUSERS ARE 4-WAY THROW UNO) -CEILING DIFFUSER, ROUND NECK -CEILING DIFFUSER, RECTANGULAR OR SQUARE NECK (CEILING DIFFUSERS ARE 4-WAY THROW UNO) 1 M-1 1 -TEMPERATURE SENSOR -MOTORIZED CONTROL DAMPER -HUMIDISTAT/HUMIDITY SENSOR -THERMOSTAT/TEMPERATURE SENSOR -REVISION REFERENCE -DETAIL REFERENCE: TOP-DETAIL#, BOTTOM-DRAWING# SHOWN ON -PRESSURE SENSOR -DUCT SMOKE DETECTOR -CONNECT TO EXISTING -DEMOLISH TO POINT INDICATED FF -FINAL FILTERS DDC -DIRECT DIGITAL CONTROLS PRS -PRESSURE REDUCING STATION SP -STATIC PRESSURE -CFM (CUBIC FEET PER MINUTE) P -CHANGE IN PRESSURE CV -CONSTANT AIR VOLUME -ROOFTOP AIR HANDLING UNIT RTU RS/L -REFRIGERANT SUCTION & LIQUID LINES CL -OUTSIDE AIR LOUVER OAL -VARIABLE AIR VOLUME VAV -SUPPLY AIR SA -ROOFTOP HEAT PUMP RHP -REHEAT COIL RHC -REVOLUTIONS PER MINUTE RPM -RETURN AIR RA -POLYVINYL CHLORIDE PIPE PVC -PSI GAUGE PSIG -POUNDS PER SQUARE INCH PSI -PRESSURE REDUCING VALVE PRV -OUTSIDE AIR OA -NOT TO SCALE NTS -NORMALLY OPEN NO -NORMALLY CLOSED NC -LINEAR DIFFUSER LD -LEAVING WATER TEMPERATURE LWT -LEAVING AIR TEMPERATURE LAT -GALLONS PER MINUTE GPM -FEET PER MINUTE -FIRE DAMPER -FAN COIL UNIT -ENTERING WATER TEMPERATURE -ENTERING AIR TEMPERATURE -DOWN -CONDENSING UNIT -CUBIC FEET PER MINUTE -CHANGE IN TEMPERATURE -COOLING TOWER -CEILING DIFFUSER -CENTER LINE -BRITISH THERMAL UNIT -BRAKE HORSEPOWER -BOTTOM OF PIPE -ACCESS PANEL -ABOVE FINISHED FLOOR FPM FD FCU EWT EAT DN CU CFM T CT CD BTU BOP BHP AP AFF -AIR HANDLING UNIT AHU MBH -THOUSAND BTUs PER HOUR AFD -ADJUSTABLE FREQUENCY DRIVE ESP -EXTERNAL STATIC PRESSURE KW -KILOWATT MCA -MINIMUM CIRCUIT AMPS MOCP -MAXIMUM OVER CURRENT PROTECTION UNO TSP -TOTAL STATIC PRESSURE -VOLTS/PHASE V/PH VFD -VARIABLE FREQUENCY DRIVE -UNLESS NOTED OTHERWISE FLA -FULL LOAD AMPS -CONTROL VALVE -45° PIPE RISE (R) / DROP (D) -CONDENSER WATER SUPPLY -CONDENSER WATER RETURN -CHILLED WATER SUPPLY -CHILLED WATER RETURN -CONDENSATE -HOT WATER RETURN -HOT WATER SUPPLY -REFRIGERANT LIQUID -REFRIGERANT SUCTION -VALVE ON RISER -CAP -CONNECTION, BOTTOM -CONNECTION, TOP -COUPLING -ELBOW, 90° -ELBOW, 45° -ELBOW, TURNED DOWN -ELBOW, TURNED UP -TEE, OUTLET DOWN -TEE, OUTLET UP CWS CWR CHWS CHWR RL RS -FLOW SWITCH -CHECK VALVE -PSI REG. -SOLENOID VALVE -STRAINER -GAS COCK -BUTTERFLY VALVE -CALIBRATING BALANCING VALVE -BALL VALVE -GATE VALVE -UNION PC -PUMPED CONDENSATE D D -HIGH PRESSURE STEAM SUPPLY -LOW PRESSURE STEAM SUPPLY -MEDIUM PRESSURE STEAM SUPPLY CR -CONDENSATE RETURN -SLOPE DIRECTION (DOWN) -FLEX CONNECTION -O.S.&Y. GATE VALVE -THREE-WAY CONTROL VALVE -THERMOMETER - P-TRAP -TWO-WAY CHECK VALVE EQUIP. -MANUAL VENT -PRESSURE GAUGE -RELIEF VALVE -FLOW METER -WATER METER -INLINE PUMP -INLINE PUMP CTU - CONSTANT TERMINAL UNIT VARIABLE/CONSTANT AIR VOLUME TERMINAL UNITS VTU - VARIABLE TERMINAL UNIT PTU - PARALLEL TERMINAL UNIT STU - SERIES TERMINAL UNIT -AIR HANDLING UNIT -REHEAT COIL -AIR DISTRIBUTION DEVICE -NEGATIVE RELATIVE PRESSURE -POSITIVE RELATIVE PRESSURE -NEUTRAL RELATIVE PRESSURE -HIGH PRESSURE STEAM RETURN -LOW PRESSURE STEAM RETURN -MEDIUM PRESSURE STEAM RETURN -BACKDRAFT DAMPER MOD -MOTOR OPERATED CONTROL DAMPER (MOD) -PACKAGED TERMINAL AIR CONDITIONER PTAC -PIPE ANCHORS -CONCENTRIC REDUCER -ECCENTRIC REDUCER -STEAM TRAP -FLOW DIRECTION -SHEET NOTE CALLOUT -SHEET NOTE CALLOUT -SHEET NOTE CALLOUT -EXHAUST DUCT UP THROUGH SLAB W/ -EXHAUST FAN ON ROOF W/ DUCT DOWN THROUGH ROOF -CEILING MOUNTED ACCESS DOOR -RECTANGULAR DUCT SECTION UP, EXHAUST -RECTANGULAR DUCT SECTION UP, -RECTANGULAR DUCT SECTION UP, POSITIVE PRESSURE, -ROUND DUCT SECTION UP -FLAT OVAL DUCT SECTION UP SUPPLY OR OUTSIDE AIR NEGATIVE PRESSURE, RETURN FAN ON ROOF ABOVE -ABOVE FINISHED ROOF AFR -TERMINAL UNIT, VARIABLE/CONSTANT AIR VOLUME WITH ELECTRIC HEAT -TERMINAL UNIT, VARIABLE/CONSTANT AIR -TERMINAL UNIT, VARIABLE/CONSTANT AIR VOLUME, FAN POWERED VOLUME, FAN POWERED, WITH ELECTRIC HEAT -TERMINAL UNIT, VARIABLE/CONSTANT AIR 12 / 8 HVAC GENERAL NOTES HVAC ABBREVIATIONS HVAC SYMBOL LEGEND HVAC EQUIPMENT TAGS HVAC PIPING SYMBOL LEGEND 8" 10x8 24x12 12x8 HPS MPS LPS CD HWR HWS HPR MPR LPR 1 1 1 _ + 0 H VOLUME WITH ELECTRIC HEAT 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED. DIMENSIONS SHALL BE FIELD-VERIFIED AND COORDINATED PRIOR TO PROCUREMENT OR FABRICATION. COORDINATE THE WORK WITH OTHER TRADES INVOLVED. FIELD MODIFICATIONS SUCH AS OFFSETS IN PIPING OR DUCTWORK (INCLUDING DIVIDED DUCTWORK) NEEDED DUE TO OBSTRUCTIONS OR INTERFERENCES SHALL BE PROVIDED AT NO ADDITIONAL COST. FOR PROJECTS INVOLVING RENOVATION, COORDINATE NEW WORK WITH EXISTING ELEMENTS SUCH AS THE BUILDING STRUCTURE AND ARCHITECTURAL FEATURES, SPRINKLER PIPING, LIGHTS, PLUMBING, AND ELECTRICAL CONDUIT. DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARD. SEE SPECIFICATIONS FOR GAUGES, THICKNESS, BRACING, REQUIREMENTS, ETC., OF DUCTWORK. PROVIDE AIR TURNING VANES IN ALL 90 DEGREE RECTANGULAR DUCT ELBOWS. DUCT SIZES AND ALL OPENINGS THROUGH BUILDING CONSTRUCTION SHALL SUIT EQUIPMENT FURNISHED. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. LOCATE THERMOSTATS, TEMPERATURE SENSORS, HUMIDISTATS, AND HUMIDITY SENSORS AT 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. COORDINATE LOCATIONS WITH OTHER EQUIPMENT, FURNITURE, AND DOOR SWINGS. ALL EQUIPMENT, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED AND/OR SPECIFIED. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION-FREE, RIGID INSTALLATION. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. DAMPERS AND INSIDES OF DUCTS VISIBLE THROUGH GRILLES, REGISTERS AND DIFFUSERS SHALL BE PAINTED FLAT BLACK. REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF EQUIPMENT. TRAPPED CONDENSATE DRAINS FROM ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED FOR PROPER DRAINAGE TO SUIT EQUIPMENT FURNISHED. ACCESS PANELS IN DUCTWORK AND CEILINGS SHALL BE PROVIDED WHERE REQUIRED FOR OPERATION, BALANCING OR MAINTENANCE OF ALL MECHANICAL EQUIPMENT. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, TURNING VANES, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. PROVIDE CONCRETE HOUSEKEEPING PAD UNDER ALL FLOOR-MOUNTED EQUIPMENT. REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. VERIFY FINISH WITH ARCHITECT PRIOR TO PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTWORK CONNECTING TO EACH FAN, AIR HANDLING UNITS, AND FAN COIL UNITS. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE CONNECTED. INTERRUPTIONS TO EXISTING SERVICES SHALL BE SCHEDULED FOR TIMES OTHER THAN NORMAL OPERATING HOURS (SUCH AS NIGHTS AND WEEKENDS). SUCH INTERRUPTIONS TO SERVICES SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF THE OWNER'S REPRESENTATIVE AND PROPER COORDINATION WITH OTHER TRADES. PRE-WORK SHALL BE PERFORMED TO MAKE THE SHUTDOWN PERIOD AS BRIEF AS POSSIBLE. ALL EQUIPMENT, DUCTWORK, ETC., TO BE REMOVED SHALL REMAIN PROPERTY OF THE OWNER OR DISPOSED OF LEGALLY, AS DIRECTED BY OWNER. MAINTAIN CLEARANCE OF A MINIMUM OF 6" BETWEEN DUCTWORK, PIPING, EQUIPMENT, ETC., AND ALL FIRE RATED AND FIRE/SMOKE RATED PARTITIONS, TO ALLOW FOR INSPECTIONS OF RATED WALLS. LOCATE ALL OUTSIDE AIR INTAKES A MINIMUM OF 10' CLEAR FROM ALL PLUMBING VENTS AND EXHAUST AIR DISCHARGE LOCATIONS. DUCT RUNOUTS TO DIFFUSERS SHALL MATCH THE SIZE OF THE DIFFUSER NECK. WATER PRESSURE DROPS THROUGH COIL CONTROL VALVES SHALL NOT EXCEED 5 PSI. UNLESS OTHERWISE NOTED, ALL EQUIPMENT AND VALVE DRAINS SHALL BE INDEPENDENTLY PIPED FULL SIZE TO THE NEAREST PLUMBING DRAIN. SLEEVE AND SEAL ALL PIPING PENETRATIONS THROUGH BUILDING PARTITIONS. PROVIDE MANUAL AIR VENTS AT ALL HIGH POINTS IN CHILLED WATER AND HOT WATER PIPING. PIPING, DUCTWORK, LEAK PROTECTION APPARATUS, OR OTHER EQUIPMENT FOREIGN TO ELECTRICAL SWITCHBOARDS, PANELBOARDS, DISTRIBUTION BOARDS, OR MOTOR CONTROL CENTERS SHALL NOT BE INSTALLED WITHIN THE REQUIRED SPACE FOR WORKING CLEARANCES OR DEDICATED SPACES OF THE ELECTRICAL EQUIPMENT, EXTENDING IN FRONT OF AND FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEC-110.26. 24x12 24x12 S MV FM M T UC TAG CFM AHU NUMBER AHU NUMBER COIL NUMBER AHU NUMBER TERMINAL NUMBER TERMINAL UNIT TYPE CFM M FM -MANUAL BALANCING DAMPER -AIR FLOW MEASURING STATION -MOTOR OPERATED CONTROL DAMPER (MOD) -COMBINATION FIRE & SMOKE DAMPER (WITH ACCESS PANEL) -FIRE DAMPER (WITH ACCESS PANEL) SA-1 -SOUND ATTENUATOR -SMOKE DAMPER (WITH ACCESS PANEL) STATE AND NATIONAL CODE REQUIREMENTS: CONFIRM IN STRICT COMPLIANCE TO THE LATEST ENFORCED EDITION OF THE STATE OF FLORIDA DEPARTMENT OF PROFESSIONAL REGULATION, AND THE FOLLOWING CODES: INTERNATIONAL FIRE CODE, 8TH EDITION (2018) INTERNATIONAL BUILDING CODE, 8TH EDITION (2018) INTERNATIONAL PLUMBING CODE, 8TH EDITION (2018) INTERNATIONAL MECHANICAL CODE, 8TH EDITION (2018) INTERNATIONAL ENERGY CONSERVATION CODE, 8TH EDITION (2018) NFPA 70, 2020 EDITION, NATIONAL ELECTRICAL CODE. NFPA 72, 2019 EDITION, NATIONAL FIRE ALARM AND SIGNALING CODE. NFPA 90A, 2021 EDITION, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS. NFPA 90B, 2021 EDITION, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITIONING SYSTEMS. NFPA 101, 2021 EDITION, LIFE SAFETY CODE. ASHRAE STANDARD 15, 2019 EDITION ASHRAE STANDARD 34, 2019 EDITION ASHRAE STANDARD 62.1, 2019 EDITION SMACNA HVAC DUCT CONSTRUCTION STANDARDS, 2020 EDITION. ASME/ANSI A17.1-2019, SAFETY CODE FOR ELEVATORS AND ESCALATORS. ASME BOILER & PRESSURE VESSEL CODE, 2019 EDITION ASME CSD-1, 2021 EDITION PRODUCTS SHALL BE LISTED BY UNDERWRITERS LABORATORY, OR OTHER INDUSTRY-APPROVED TESTING AGENCY. APPLICABLE CODES AND STANDARDS REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER M001 4/2/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 MECHANICAL SYMBOLS, LEGEND, NOTES AND INDEX 30% CDS SLA 470-23-49 101918 04-03-2026 MECHANICAL DRAWING INDEX SHEET DESCRIPTION M001 MECHANICAL SYMBOLS, LEGEND, NOTES AND INDEX M100 MECHANICAL SITE PLAN M101 MECHANICAL LOWER FLOOR PLAN M102 MECHANICAL MAIN FLOOR PLAN M103 MECHANICAL SECOND FLOOR PLAN M104 MECHANICAL THIRD FLOOR PLAN M105 MECHANICAL ROOF PLAN M601 MECHANICAL DETAILS M701 MECHANICAL SCHEDULES No. Description Date SEE M101 FOR CONTINUATION 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A G.D G.C G.B G.A A B C D E A.1 A.2 D.2 3 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E B.1 D.1 3.1 6.1 G.2 G.3 G.4 G.5 G.6 CH-1 CH-2 6"CHWS 6"CHWR 6"CHWR 6"CHWS REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER M100 4/2/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 MECHANICAL SITE PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/16" = 1'-0" 1 MAIN LEVEL - DUCTWORK SITE PLAN SEE M100 FOR CONTINUATION 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A VAV-0-21 VAV-0-12 VAV-0-15 VAV-0-13 VAV-0-11 VAV-0-3 VAV-0-9 VAV-0-8 VAV-0-2 VAV-0-1 VAV-0-4 VAV-0-4 VAV-0-5 VAV-0-5 VAV-0-6 VAV-0-7 VAV-0-10 VAV-0-14 VAV-0-16 VAV-0-16 VAV-0-17 VAV-0-18 VAV-0-19 VAV-0-20 VAV-0-23 VAV-0-22 P-1 P-2 P-3 AHU-0 36x18 SA 26x18 SA VAV-0-10 VAV-0-8 VAV-0-7 VAV-0-9 VAV-0-11 VAV-0-14 VAV-0-13 VAV-0-12 VAV-0-15 VAV-0-16/17 VAV-0-18 VAV-0-19 VAV-0-21 8ø SA 10x10 SA 10x10 SA 10x10 SA 10ø SA VAV-0-5 VAV-0-3 VAV-0-6 VAV-0-4 VAV-0-20 VAV-0-23 VAV-0-22 VAV-0-1 VAV-0-2 8ø SA 10x10 SA 8ø SA 14x16 SA 8ø SA 24x18 SA 30x18 SA 38x26 RA 22x12 OA 16x18 SA EF-1 6"CHWR 6"CHWS FCU-1 EF-0 NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER M101 4/2/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 MECHANICAL LOWER FLOOR PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 1/8" = 1'-0" M101 LOWER LEVEL - DUCTWORK 1 No. Description Date NORTH 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A VAV-1-1 VAV-1-2 VAV-1-3 VAV-1-4 VAV-1-4 VAV-1-5 VAV-1-6 VAV-1-7 VAV-1-8 VAV-1-9 VAV-1-9 VAV-1-10 VAV-1-11 VAV-1-12 VAV-1-13 VAV-1-14 VAV-1-15 VAV-1-16 VAV-1-16 VAV-1-17 VAV-2-1 VAV-2-2 VAV-2-3 VAV-2-4A VAV-2-5 VAV-2-6 VAV-2-7 VAV-2-8 VAV-2-9 VAV-2-10 VAV-2-11 VAV-2-12 VAV-2-13 VAV-2-14 VAV-2-15 VAV-2-16 VAV-2-17 A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 AHU-1 AHU-2 VAV-2-4A VAV-2-4B VAV-2-2 VAV-2-1 VAV-1-1 VAV-1-4 VAV-1-2 VAV-1-3 VAV-1-5 VAV-1-6 VAV-1-8 VAV-1-10 VAV-1-15 VAV-1-7 VAV-1-12 VAV-1-14 VAV-1-17 VAV-1-16 VAV-2-13 VAV-2-12 VAV-2-14 VAV-2-9 VAV-2-8 VAV-2-7 VAV-2-6 VAV-2-5 VAV-2-3 40x16 SA 38x14 SA 38x12 SA 36x12 SA 24x12 SA 18x12 SA 10ø SA 8ø SA 10x10 SA 12x10 SA 16x12 SA 26x12 SA 48x12 OA 26x14 SA 26x16 SA 30x16 SA 32x16 SA 44x16 RA 54x16 RA 18x12 SA 14x12 SA 10x10 SA 8ø SA 8ø SA 6ø SA 10ø SA 12ø SA 8ø SA 8ø SA 8ø SA 10x10 SA VAV-1-11 8x10 SA VAV-2-4B EF-2 REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER M102 4/2/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 MECHANICAL MAIN FLOOR PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 1/8" = 1'-0" M102 MAIN LEVEL - DUCTWORK 1 No. Description Date DN DN NORTH 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A VAV-3-1 VAV-3-2 VAV-3-3 VAV-3-4 VAV-3-5/9 VAV-3-6 VAV-3-7 VAV-3-8 VAV-4-1 VAV-4-2 VAV-4-3 VAV-4-4 VAV-4-5 VAV-4-6 VAV-4-7 VAV-4-8 VAV-4-9 VAV-4-10 VAV-4-11 VAV-4-12 VAV-4-13 VAV-4-14 VAV-4-15 VAV-4-15 VAV-4-16 VAV-4-17 VAV-4-19 VAV-4-20 A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 VAV-4-4 VAV-4-5 VAV-4-1 VAV-4-3 VAV-4-2 VAV-4-9 VAV-4-6 VAV-4-7 VAV-4-8 VAV-4-10 VAV-4-11 VAV-4-12 VAV-4-13 VAV-4-14 VAV-4-15 VAV-4-16 VAV-4-17 VAV-3-7 VAV-3-8 VAV-3-9 VAV-3-5 VAV-3-4 VAV-3-1 VAV-3-3 VAV-3-2 40x18 RA 44x18 RA 18x12 OA 38x16 SA 38x12 SA 34x12 SA 22x12 SA 12x12 SA 12x10 SA 10ø SA 12x12 SA 8ø SA 8ø SA 50x12 SA 44x12 SA 40x12 SA 30x12 SA 24x12 SA 16x12 SA 14x12 SA 6ø SA 10ø SA VAV-3-6 AHU-3 AHU-4 10ø SA 10ø SA 16x12 SA 12ø SA 12ø SA 8ø SA 8ø SA 10ø SA 10ø SA 8ø SA 12ø SA 14x12 SA 10ø SA 10ø SA 6ø SA 6ø SA 6ø SA VAV-4-19 VAV-4-20 EF-3 REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER M103 4/2/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 MECHANICAL SECOND FLOOR PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" M103 SECOND FLOOR - DUCTWORK 2 DN DN NORTH 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A VAV-6-1 VAV-6-2 VAV-6-3 VAV-6-4 VAV-6-5 VAV-6-6 VAV-6-7 VAV-6-8 VAV-6-9 VAV-6-10 VAV-6-11 VAV-6-12 VAV-6-13 VAV-6-14 VAV-6-15 VAV-6-16 VAV-7-1 VAV-7-2 VAV-7-2 VAV-7-3 VAV-7-4 VAV-7-5 VAV-7-6 VAV-7-7 VAV-7-8 VAV-7-9 VAV-7-10 VAV-7-11 VAV-7-12 VAV-7-13 VAV-7-14 VAV-7-15 VAV-7-16 VAV-7-17 VAV-7-18 VAV-7-19 VAV-7-20 VAV-7-21 VAV-7-22 VAV-7-23 A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 8ø SA 8x10 SA VAV-7-4 VAV-7-5 VAV-7-2 VAV-7-21 VAV-7-3 VAV-7-8 VAV-7-6 VAV-7-12 VAV-7-11 VAV-7-9 VAV-7-7 VAV-7-10 VAV-7-13 VAV-7-15 VAV-7-22 VAV-7-23 AHU-7 AHU-6 VAV-7-16 VAV-7-17 VAV-7-19 VAV-7-18 VAV-6-14 VAV-6-16 VAV-6-13 VAV-6-15 VAV-6-12 VAV-6-10 VAV-6-9 VAV-6-8 VAV-6-7 VAV-6-6 VAV-6-5 VAV-6-4 VAV-7-1 28x12 RA 18x12 RA 18x12 SA 24x12 SA 26x12 SA 26x12 SA 24x20 SA 22x12 SA 20x12 SA 12x12 SA 10ø SA 26x20 SA 28x20 SA 18x18 SA 16x18 SA 12x14 SA 38x20 SA 26x20 SA 22x20 SA 20x20 SA 18x18 SA 18x16 SA VAV-6-2 16x16 SA 18x16 RA 40x20 RA 32x20 RA VAV-6-1 26x20 RA 20x20 RA 12x14 RA 32x12 RA 26x12 RA 16x12 RA 12x10 RA 10x10 RA 10x8 RA 10x6 RA 8x8 RA 8x8 RA 12x12 RA 16x12 RA 20x12 RA 22x12 RA 26x20 RA 30x20 RA 34x20 RA 20x12 RA 10x10 RA 12x10 RA 12x12 RA 16x12 RA 18x12 RA 20x12 RA EF-5 EF-6 EF-7 EF-8 AC-2 AC-1 6' - 1 5/8" REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER M104 4/2/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 MECHANICAL THIRD FLOOR PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 1/8" = 1'-0" M104 THIRD LEVEL - DUCTWORK 1 No. Description Date NORTH 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER M105 4/2/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 MECHANICAL ROOF PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 1/8" = 1'-0" M105 FOURTH LEVEL - DUCTWORK 1 No. Description Date CHWS PRESSURE GAUGE (TYP.) CHWR BUTTERFLY VALVE (TYP.) TEMPERATURE TRANSMITTER (TYP.) THERMOMTE(TYP.) FLOW SWITCH FLEX CONNECTION (TYP.) 6" MIN. ALL FOUR SIDES CONCRETE HOUSEKEEPING PAD CONTROL PANEL NEC CLEARANCE 4'-0" M HOUSEKEEPING PAD DRAIN W/VALVE CONNECT TO SIDE OF MAIN PIPE BLOWDOWN VALVE PIPE TO FLOOR DRAIN TANGENTIAL TYPE AIR SEPARATOR SUPPORT FROM STRUCTURE RETURN WATER FULL SIZE BYPASS CHECK VALVE BALL VALVE (TYP.) WATER METER B.F.P. DRAIN TO FLOOR DRAIN STRAINER EXTEND TO MAKE-UP WATER PIPING UNION (TYP.) REDUCED PRESSURE BACKFLOW PREVENTER AUTOMATIC HIGH CAPACITY AIR VENT PRESSURE REDUCING VALVE AUTOMATIC AIR VENT PRESSURE GAUGE DRAIN LINE TO FLOOR DRAIN DIAPHRAGM TYPE PRESSURIZED EXPANSION TANK BUTTERFLYVALVE (TYP.) TO PUMP SUCTION AIR FLOW 1. 2. 3. NOTES: PROVIDE (4 x DIA.) OF STRAIGHT PIPE ON BOTH SIDES OF BALANCING VALVE. ALL COMPONENTS FULL LINE SIZE UNLESS NOTED OTHERWISE. LOCATE UNIONS TO ALLOW FOR COIL PULL. SUPPLY RETURN PRESSURE GAUGE & COCK (TYP.) MANUAL AIR VENT W/AUTO SHUT-OFF COCK COIL FLEX. CONNECTION (TYP.) THERMOMETER W/SEPARABLE WELL (TYP.) UNION (TYP.) STRAINER W / BLOWDOWN P/T TEST PORTS SHUT-OFF VALVE (TYP.) TWO WAY CONTROL VALVE AUTOMATIC FLOW CONTROL DEVICE PRESET BY MANUF. W/ P & T TEST PORTS, STRAINER, AND DRAIN. (PRE-MANUF. SINGLE ASSEMBLY ACCEPTABLE) SLOPE TO DRAIN COOLING COIL UNION DRAIN PAN CASING SLEEVE THREADED CAP, HAND TIGHTENED THREADED CAP WITH 1/4" DIA. HOLE DRILLED IN TOP, HAND TIGHTENED. OPTIMIZED FOR DRAW-THRU UNITS. VERIFY ADEQUATE DEPTH IF USING BLOW-THRU UNITS. FOR ALL EQUIPMENT!! CONDENSATE DRAIN PIPING DIMENSIONS: A = FULL SIZE OF UNIT DRAIN CONNECTION B > 1-1/2" TIMES FAN SUCTION STATIC PRESSURE C > FAN DISCHARGE STATIC PRESSURE PLUS 1/2" INCH COORDINATE MOUNTING/CURB HEIGHT AS REQUIRED TO PROVIDE PROPER CONDENSATE DRAINAGE. C B A LIGHT SPIN-IN FITTING W/VOLUME CONTROL DAMPER (INSUL. PER SPEC.) EXTENDED OPERATOR ON BALANCE DAMPER DRAW BAND FLEXIBLE DUCT MAX. 8'-0" IN LENGTH FULLY EXTENDED. DRAW BAND CEILING TEE BLANK-OFF PLATES WHERE REQUIRED INSULATE BACK-PAN PER SCHEDULE INTERIOR WALL WALL MOUNTED AIR HANDLING UNIT. MOUNT UNIT PER MANUFACTURER'S RECOMMENDATIONS. CONDENSATE DRAIN TRAP CONCRETE PAD CONDENSING UNIT REFRIGERANT LINES. SIZE AND INSULATE PER MANUFACTURER'S RECOMMENDATIONS. UNIT SUPPORT (TYP. 4). ANCHOR UNIT TO CONCRETE TYP. 4 PLACES. REFRIGERANT LINES. SIZE AND INSULATE PER MANUFACTURER'S RECOMMENDATIONS. SECTION A-A A A 1 3 2 (Ref UL System #C-AJ-1027, 1997) Notes: Floor or Wall Assembly-Min 4-1/2 in. thick lightweight (100-150 pcf) concrete. Wall assembly may also be constructed of any UL Classified Concrete Blocks*. Max dia.of circular through-opening is 12-1/4 in. *See Concrete Block (Cazt) category in fire resistance Directory for names of manufacturers. Steel Pipe or Conduit-Nom 10 in. dia. (or smaller) Schedule 10S (or heavier) steel pipe, nominal 6 in. dia. (or smaller) rigid steel conduit or nom 4 in. dia. (or smaller) steel EMT. Max. one steel pipe per through-opening. Max. annular space between pipe or conduit and edge of through-opening not to exceed 3/4 in. Pipe or conduit to be rigidly supported on both sides of floor or wall assembly. Fill, Void or Cavity Material*-Putty-Moldable putty material kneaded by hand and packed tightly into annular space, flush with top surface of floor. In wall assemblies, required putty thickness to be installed symmetrically on both sides of wall. The min. putty thickness and maximum through-opening sizes for the 2 and 3 Hr. Fire-Rated are specified in the following table: Max. Through - Min. Fill Fire Opening Sizes Material Thickness Rating 6-1/4" in. 1/2" in. 2 hr. 12-1/4" in. 1" in. 3 hr. 1 2 3 MULTI-DUCT HANGER HANGER RODS NUTS ANGLES 1x1x1/8 1.5x1.5x1/4 1.5x1.5x1/8 --- 2.5x2.5x3/16 2.5x2.5x1/8 1x1x16 GAUGE HANGER STRAPS TRAPEZE HANGER ANGLES MINIMUM RECTANGULAR DUCT HANGER SIZES --- STRAP HANGER 1-1/2"x16 GAUGE 1"x16 GAUGE 1"x18 GAUGE --- 1-1/2"x16 GAUGE 1-1/2"x16 GAUGE --- --- --- --- --- --- 3/8" --- 1/2" 1/2" 1/2" 3/8" 10'-0" 10'-0" 10'-0" 10'-0" 58 134 96 77 --- 8'-0" 155 154 24 10'-0" 10 GAUGE 1"x22 GAUGE 3 SHEETMETAL SCREWS PER DUCT HANGER (MIN.) SCREWS MAY BE ELIMINATED IF HANGER LOOPS. MAXIMUM DUCT WIDTH MAXIMUM SPACING WIRE SIZE ROD SIZE STRAP SIZE TRAPEZE SIZE 1. 2. 3. NOTES: STRAPS ARE GALVANIZED STEEL; RODS ARE UNCOATED OR GALVANIZED STEEL; WIRE IS BLACK ANNEALED, BRIGHT BASIC OR GALVANIZED STEEL. ALL ARE ALTERNATIVES. TABLE ALLOWS FOR CONVENTIONAL WALL THICKNESS, AND JOINT SYSTEMS PLUS ONE LB/SF OF INSULATION WEIGHT. IF HEAVIER DUCTS ARE TO BE INSTALLED, ADJUST HANGER SIZES TO BE WITHIN THEIR LOAD LIMITS. WHEN STRAP HANGERS ARE LAP JOINED USE THESE MINIMUM FASTENERS: 1" x 18, 20, 22 GAUGE 2 - #10 OR 1-1/4" BOLT 1" x 16 GAUGE 2 - 1/4" BOLTS 1" x 14 GAUGE 2 - 3/8" BOLTS 4. REFER TO SMACNA HVAC CONSTRUCTION STANDARDS FOR ADDITIONAL INFORMATION. TYPICAL ALL-THREAD CONTINUOUS, ONE PIECE HANGER ROD. COUPLING OF RODS IS NOT PERMITTED TYPICAL DOUBLE NUT WITH SINGLE WASHER. TYPICAL BOTH SIDES OF STRUT TYPICAL 12 GAUGE CHANNEL STRUT WITH SLOTS TYPICAL GALVANIZED SHEET METAL SADDLE. REFER TO SPECIFICATIONS TYPICAL PIPING INSULATION. DO NOT CRUSH TYPICAL STRUT MOUNTED PIPE STRAP NOTE LENGTH AS REQUIRED BY NUMBER OF PIPES AND SIZES REQUIRED NOTE: 1. REFER TO SPECIFICATIONS AND FLOOR PLANS FOR MATERIAL AND SIZES 2. SPECIFIED HANGER ROD, STRUT, NUTS, WASHER, AND PIPE STRAPS SHALL BE OF GALVANIZED PLATED MATERIALS SUPPORT FROM STRUCTURE ABOVE ABOVE SUPPORT FROM STRUCTURE SPACING. RIGID DUCT 10'-0" MAXIMUM SUPPORT STRAP 1" WIDE 18 GA. 2" WIDE SUPPORT STRAP 3'-0" MAXIMUM SPACING FLEXIBLE DUCT CONSTRUCTION STANDARDS. SECTION IV SMACNA HVAC DUCT SHALL COMPLY WITH REQUIREMENTS OF NESS) AND MAXIMUM HANGER SPACING NOTE: STRAP HANGER SIZE (WIDTH x THICK- 60" MAX HANGER STRAPS SUPPORT FROM STRUCTURE ABOVE (TYP) SCREWS SCREWS MAY BE OMITTED IF HANGER LOOPS 1" MIN STRAP HANGER - ROUND DUCT TAP, TYPICAL 45 DEGREE BOOT PROVIDE MANUAL BALANCING DAMPER AT ALL BRANCH TAKE-OFFS R = 1.5W WHERE MITERED ELBOWS ARE USED IN LIEU OF RADIUS, TURNING VANES SHALL BE PROVIDED ROCK FREE BACKFILL PITTWRAP JACKETING FOAMGLASS INSULATION SAND BACKFILL PIPE GRAVEL 6". 6" MIN. 6" MIN. 1'-0" MIN. 6". REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER M601 4/2/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 MECHANICAL DETAILS 30% CDS SLA 470-23-49 101918 04-03-2026 No Scale AIR COOLED CHILLER PIPING 1 No Scale AIR SEPARATOR/ELIMIN. & EXPANSION TANK PIPING 2 No Scale 2-WAY COIL PIPING DIAGRAM 3 No Scale AHU CONDENSATE DRAIN TRAP 4 No Scale DIFFUSER MOUNTING 5 No Scale DUCTLESS DX SPLIT SYSTEMS 6 No Scale FIRE RATED FLOOR / WALL PENETRATION 7 No Scale RECTANGULAR DUCT SUPPORT DETAIL 8 No Scale TRAPEZE HANGER 9 No Scale TYPICAL DUCT SUPPORT 10 No Scale TYPICAL LOW PRESSURE DUCTWORK 11 No Scale UNDERGROUND PIPING INSTALLATION 12 No. Description Date REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER M701 4/2/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 MECHANICAL SCHEDULES 30% CDS SLA 470-23-49 101918 04-03-2026 AIR COOLED CHILLER SCHEDULE MARK LOCATION MANUFACTURER MODEL NO. TYPE ARRANGEMENT EVAPORATOR COOLING HEAT EXCHANGER AUXILIARY FAN COMPRESSOR SUMMER AMBIENT DBT WINTER AMBIENT DBT EER IPLV NPLV SOUND PRESS LEVEL SEACOAST PROT UNIT WEIGHT ELECTRICAL REMARKS NAME NO. COOLING CAP LOAD: CHILLED WATER MOTOR REFRIGERANT UNLOAD STEPS MOTOR LOW AMBIENT KIT FLA MCA MOCP VOLT PH FLOW EWT LWT PD QTY POWER ECM TYPE CHARGE QTY RLA DESIGN MIN CH-1 TRANE ACSA SCROLL 172.2 ton 343 GPM 272 GPM 42 °F 54 °F 10.47 Feet 10 2000 W Yes R-454B 126 lbf 6 6 69 A Yes 95 °F 40 °F 9.7 17.89 16.14 0 Yes 9577 lbf 379 A 401 A 500 A 460 V 3 CH-2 TRANE ACSA SCROLL 172.2 ton 343 GPM 272 GPM 42 °F 54 °F 10.47 Feet 10 2000 W Yes R-454B 126 lbf 6 6 69 A Yes 95 °F 40 °F 9.7 17.89 16.14 0 Yes 9577 lbf 379 A 401 A 500 A 460 V 3 PUMP SCHEDULE MARK LOCATION BASIS OF DESIGN SYSTEM PUMP MOTOR ELECTRICAL UNIT WEIGHT REMARKS NAME NO. MANUFACTURER MODEL NO. TYPE FLOW HEAD DRIVE TYPE HP RPM EFF ECM VOLTS PH HZ P-1 PUMP ROOM 0010 Taco 2513D CHILLED WATER END SUCTION 343 GPM 140 FT DIRECT 20 hp 1760 0.67 Yes 460 V 3 60 Hz 856 lbf P-2 PUMP ROOM 0010 Taco 2513D CHILLED WATER END SUCTION 343 GPM 140 FT DIRECT 20 hp 1760 0.67 Yes 460 V 3 60 Hz 856 lbf P-3 PUMP ROOM 0010 Taco 2513D CHILLED WATER END SUCTION 343 GPM 140 FT DIRECT 20 hp 1760 0.67 Yes 460 V 3 60 Hz 856 lbf FAN SCHEDULE MARK LOCATION SERVES MANUFACTURER MODEL NO. TYPE FAN SOUND PRESS LEVEL (dBA) UNIT WEIGHT ELECTRICAL INTERLOCK REMARKS NAME NO. AIRFLOW PRESS DRIVE TYPE MOTOR FLA MCA MOCP VOLTS PH ID DESIGN MIN ESP POWER ECM EF-0 GREENHECK GJX-41-160-0623-M30 AXIAL TRANSFER 6011 CFM 6011 CFM 0.55 in-wg DIRECT 3 hp Yes 77 216.00 lb 0 A 0 A 0 A 208 V 3 EF-1 GREENHECK SQ-90-VG INLINE 300 CFM 300 CFM 0.50 in-wg DIRECT 0.1 hp Yes 45 34.00 lb 2 A 2 A 15 A 120 V 1 EF-2 GREENHECK SQ-90-VG INLINE 550 CFM 550 CFM 0.50 in-wg DIRECT 0.1 hp Yes 45 34.00 lb 2 A 2 A 15 A 120 V 1 EF-3 GREENHECK SQ-90-VG INLINE 450 CFM 450 CFM 0.50 in-wg DIRECT 0.1 hp Yes 45 34.00 lb 2 A 2 A 15 A 120 V 1 EF-5 PRIVATE WC 3508A GREENHECK SP-A90 CEILING 50 CFM 50 CFM 0.30 in-wg DIRECT 0.02 hp Yes 30 12.00 lb 1 A 1 A 15 A 120 V 1 EF-6 GREENHECK SP-A90 CEILING 50 CFM 50 CFM 0.30 in-wg DIRECT 0.02 hp Yes 30 12.00 lb 1 A 1 A 15 A 120 V 1 EF-7 PRIVATE WC 3613A GREENHECK SP-A90 CEILING 50 CFM 50 CFM 0.30 in-wg DIRECT 0.02 hp Yes 30 12.00 lb 1 A 1 A 15 A 120 V 1 EF-8 ADA TOILET 3612 GREENHECK SP-A90 CEILING 50 CFM 50 CFM 0.30 in-wg DIRECT 0.02 hp Yes 30 12.00 lb 1 A 1 A 15 A 120 V 1 VARIABLE AIR VOLUME TERMINAL UNIT SCHEDULE - ELECTRIC HEATER MARK LOCATION MANUFACTURER MODEL NO. NECK SIZE PRIMARY AIRFLOW HEATING COIL HEATING ELEMENT NC UNIT WEIGHT ELECTRICAL REMARKS NAME NO. MAX MIN CAP AIRSIDE QTY POWER SCR STAGES VOLT PH DESIGN FLOW EAT(db) LAT(db) VAV-0-1 LOBBY 0001 TITUS DESV 7 480 CFM 145 CFM 3909.1 Btu/h 145 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 480 V 3 VAV-0-2 CORRIDOR 0002 TITUS DESV 7 425 CFM 130 CFM 3504.7 Btu/h 130 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 480 V 3 VAV-0-3 TITUS DESV 7 530 CFM 160 CFM 4313.5 Btu/h 160 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 480 V 3 VAV-0-4 CORRIDOR 0300 TITUS DESV 7 470 CFM 145 CFM 3909.1 Btu/h 145 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 480 V 3 VAV-0-5 TITUS DESV 6 260 CFM 80 CFM 2156.7 Btu/h 80 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 480 V 3 VAV-0-6 TITUS DESV 5 200 CFM 60 CFM 1617.6 Btu/h 60 CFM 55 °F 80 °F 1 0.5 kW Yes 0 65.00 lbf 480 V 3 VAV-0-7 TITUS DESV 7 425 CFM 130 CFM 3504.7 Btu/h 130 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 480 V 3 VAV-0-8 TITUS DESV 6 370 CFM 115 CFM 3100.3 Btu/h 115 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 480 V 3 VAV-0-9 CONF. ROOM 0009 TITUS DESV 6 330 CFM 100 CFM 2695.9 Btu/h 100 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 480 V 3 VAV-0-10 TITUS DESV 6 300 CFM 90 CFM 2426.3 Btu/h 90 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 480 V 3 VAV-0-11 TITUS DESV 6 390 CFM 120 CFM 3235.1 Btu/h 120 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 480 V 3 VAV-0-12 TITUS DESV 8 660 CFM 200 CFM 5391.9 Btu/h 200 CFM 55 °F 80 °F 1 2.0 kW Yes 0 68.00 lbf 480 V 3 VAV-0-13 TITUS DESV 6 285 CFM 90 CFM 2426.3 Btu/h 90 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 480 V 3 VAV-0-14 TITUS DESV 6 285 CFM 90 CFM 2426.3 Btu/h 90 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 480 V 3 VAV-0-15 TITUS DESV 5 215 CFM 65 CFM 1752.4 Btu/h 65 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 480 V 3 VAV-0-16/17 TITUS DESV 7 515 CFM 155 CFM 4178.7 Btu/h 155 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 480 V 3 VAV-0-18 DRIVERS' LOUNGE 0109 TITUS DESV 8 635 CFM 195 CFM 5257.1 Btu/h 195 CFM 55 °F 80 °F 1 2.0 kW Yes 0 68.00 lbf 480 V 3 VAV-0-19 TITUS DESV 6 350 CFM 105 CFM 2830.7 Btu/h 105 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 480 V 3 VAV-0-20 TITUS DESV 8 555 CFM 170 CFM 4583.1 Btu/h 170 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 480 V 3 VAV-0-21 TITUS DESV 5 190 CFM 60 CFM 1617.6 Btu/h 60 CFM 55 °F 80 °F 1 0.5 kW Yes 0 65.00 lbf 480 V 3 VAV-1-1 COUNSELOR 1110 TITUS DESV 6 295 CFM 90 CFM 2426.3 Btu/h 90 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-1-2 MULTIP. 1112 TITUS DESV 6 305 CFM 95 CFM 2561.1 Btu/h 95 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-1-3 WAITING AREA 1101 TITUS DESV 9 755 CFM 230 CFM 6200.6 Btu/h 230 CFM 55 °F 80 °F 1 2.0 kW Yes 0 81.00 lbf 208 V 1 VAV-1-4 EXEC ASST. 1102 TITUS DESV 6 325 CFM 100 CFM 2695.9 Btu/h 100 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-1-5 LOBBY 1001 TITUS DESV 7 525 CFM 160 CFM 4313.5 Btu/h 160 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-1-6 LOBBY 1001 TITUS DESV 6 280 CFM 85 CFM 2291.5 Btu/h 85 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-1-7 CORRIDOR 1001C TITUS DESV 6 255 CFM 80 CFM 2156.7 Btu/h 80 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-1-8 CORRIDOR 1300 TITUS DESV 7 405 CFM 125 CFM 3369.9 Btu/h 125 CFM 55 °F 80 °F 1 1.0 kW Yes 0 68.00 lbf 208 V 1 VAV-1-9 DIRECTOR CERT. 1304 TITUS DESV 6 275 CFM 85 CFM 2291.5 Btu/h 85 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-1-10 CC CASE WRK 1301 TITUS DESV 4 105 CFM 35 CFM 943.6 Btu/h 35 CFM 55 °F 80 °F 1 0.5 kW Yes 0 65.00 lbf 208 V 1 VAV-1-11 SHARED LOBBY 1020 TITUS DESV 9 775 CFM 235 CFM 6335.4 Btu/h 235 CFM 55 °F 80 °F 1 2.0 kW Yes 0 81.00 lbf 208 V 1 VAV-1-12 CORRIDOR 1500 TITUS DESV 12 1245 CFM 375 CFM 10109.7 Btu/h 375 CFM 55 °F 80 °F 1 3.0 kW Yes 0 92.00 lbf 208 V 1 VAV-1-13 ELIG. SUPER 1502 TITUS DESV 5 195 CFM 60 CFM 1617.6 Btu/h 60 CFM 55 °F 80 °F 1 0.5 kW Yes 0 65.00 lbf 208 V 1 VAV-1-14 ELIG. SUPER 1505 TITUS DESV 5 210 CFM 65 CFM 1752.4 Btu/h 65 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-1-15 CORRIDOR 1600 TITUS DESV 9 845 CFM 255 CFM 6874.6 Btu/h 255 CFM 55 °F 80 °F 1 2.5 kW Yes 0 81.00 lbf 208 V 1 VAV-1-16 CORRIDOR 1500 TITUS DESV 6 255 CFM 80 CFM 2156.7 Btu/h 80 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-1-17 CORRIDOR 1500 TITUS DESV 6 350 CFM 105 CFM 2830.7 Btu/h 105 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-2-1 SHARED OFFICE (5) 1211 TITUS DESV 7 465 CFM 140 CFM 3774.3 Btu/h 140 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-2-2 DIRECTOR 1212 TITUS DESV 5 155 CFM 50 CFM 1348.0 Btu/h 50 CFM 55 °F 80 °F 1 0.5 kW Yes 0 65.00 lbf 208 V 1 VAV-2-3 NURSE 1209 TITUS DESV 4 100 CFM 30 CFM 808.8 Btu/h 30 CFM 55 °F 80 °F 1 0.5 kW Yes 0 65.00 lbf 208 V 1 VAV-2-4A CONGREGATE ROOM 1206 TITUS DESV 7 525 CFM 160 CFM 4313.5 Btu/h 160 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-2-4B CONGREGATE ROOM 1206 TITUS DESV 8 700 CFM 210 CFM 5661.5 Btu/h 210 CFM 55 °F 80 °F 1 2.0 kW Yes 0 68.00 lbf 208 V 1 VAV-2-5 CONGREGATE ROOM 1206 TITUS DESV 9 765 CFM 230 CFM 6200.6 Btu/h 230 CFM 55 °F 80 °F 1 2.0 kW Yes 0 81.00 lbf 208 V 1 VAV-2-6 COMP. LAB 1203 TITUS DESV 7 490 CFM 150 CFM 4043.9 Btu/h 150 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-2-7 KITCHEN 1205 TITUS DESV 6 370 CFM 115 CFM 3100.3 Btu/h 115 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-2-8 CONFERENCE 1012 TITUS DESV 6 380 CFM 115 CFM 3100.3 Btu/h 115 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-2-9 BREAKROOM 1013 TITUS DESV 6 310 CFM 95 CFM 2561.1 Btu/h 95 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-2-10/11 CORRIDOR 1008 TITUS DESV 7 460 CFM 140 CFM 3774.3 Btu/h 140 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-2-12 DIRECTOR SUPPORT 1406 TITUS DESV 6 260 CFM 80 CFM 2156.7 Btu/h 80 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-2-13 SYSTEMS ANALYSTS (3) 1408 TITUS DESV 6 280 CFM 85 CFM 2291.5 Btu/h 85 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-2-14 ISSUANCE RECORDS 1403 TITUS DESV 8 665 CFM 200 CFM 5391.9 Btu/h 200 CFM 55 °F 80 °F 1 2.0 kW Yes 0 68.00 lbf 208 V 1 VAV-3-1 LOBBY 2000 TITUS DESV 7 470 CFM 145 CFM 3909.1 Btu/h 145 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-3-2 TITUS DESV 7 455 CFM 140 CFM 3774.3 Btu/h 140 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-3-3 LOBBY 2000 TITUS DESV 7 490 CFM 150 CFM 4043.9 Btu/h 150 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-3-4 CORRIDOR 2100 TITUS DESV 12 1270 CFM 385 CFM 10379.3 Btu/h 385 CFM 55 °F 80 °F 1 3.5 kW Yes 0 92.00 lbf 208 V 1 VAV-3-5 RECORDS 2107 TITUS DESV 9 705 CFM 215 CFM 5796.3 Btu/h 215 CFM 55 °F 80 °F 1 2.0 kW Yes 0 81.00 lbf 208 V 1 VAV-3-6 EDUCATION SUPERVISOR 2109 TITUS DESV 6 355 CFM 110 CFM 2965.5 Btu/h 110 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 No. Description Date AIR HANDLING UNIT SCHEDULE - CHILLED WATER MARK DESCRIPTION LOCATION SERVES MANUFACTURER MODEL NO. SUPPLY AIRFLOW OUTSIDE AIR FAN COOLING COIL UNIT WEIGHT ELECTRICAL REMARKS NAME NO. FLOW % DCV MIN AIRFLOW PRESS MOTOR CAP AIRSIDE WATERSIDE FLA MCA MOCP VOLT PH DESIGN MIN ESP TSP QTY POWER ECM TOTAL SENSIBLE EAT(db) EAT(wb) LAT(db) LAT(wb) PD FLOW EWT LWT PD AHU-0 TRANE CSAA017 8000 CFM 1710 CFM 21.4 No 1710 CFM 8000 CFM 2675 CFM 2.00 in-wg 3.71 in-wg 2 6 hp Yes 308630 Btu/h 214570 Btu/h 77.4 °F 65.6 °F 53.0 °F 52.7 °F 0.67 in-wg 51 GPM 42 °F 54 °F 5.24 Feet 1895 lbf 13 A 14 A 20 A 460 V 3 AHU-1 MECHANICAL 1004 TRANE CSAA017 7400 CFM 1740 CFM 23.5 No 1740 CFM 7400 CFM 2445 CFM 2.00 in-wg 3.61 in-wg 2 6 hp Yes 323920 Btu/h 213860 Btu/h 78.0 °F 66.3 °F 51.8 °F 51.6 °F 0.65 in-wg 54 GPM 42 °F 54 °F 5.72 Feet 1847 lbf 14 A 16 A 20 A 460 V 3 AHU-2 MECHANICAL 1004 TRANE CSAA012 6000 CFM 2370 CFM 39.5 Yes 2370 CFM 6000 CFM 3050 CFM 2.00 in-wg 3.86 in-wg 2 6 hp Yes 260580 Btu/h 165910 Btu/h 80.0 °F 68.4 °F 55.0 °F 54.6 °F 0.68 in-wg 43 GPM 42 °F 54 °F 5.08 Feet 1539 lbf 14 A 16 A 20 A 460 V 3 AHU-3 MECHANICAL 2003 TRANE CSAA012 5400 CFM 860 CFM 15.9 No 860 CFM 5400 CFM 1670 CFM 2.00 in-wg 3.64 in-wg 1 10 hp Yes 204320 Btu/h 143800 Btu/h 77.2 °F 65.4 °F 53.0 °F 52.7 °F 0.59 in-wg 34 GPM 42 °F 54 °F 3.27 Feet 1534 lbf 11 A 13 A 20 A 460 V 3 AHU-4 MECHANICAL 2003 TRANE CSAA014 7000 CFM 1500 CFM 21.4 No 1500 CFM 7000 CFM 2425 CFM 2.00 in-wg 3.93 in-wg 2 6 hp Yes 280740 Btu/h 191000 Btu/h 77.9 °F 66.1 °F 53.1 °F 52.8 °F 0.77 in-wg 47 GPM 42 °F 54 °F 6.19 Feet 1630 lbf 14 A 16 A 20 A 460 V 3 AHU-6 MECHANICAL 3004 TRANE CSAA021 9400 CFM 2120 CFM 22.6 Yes 2120 CFM 9400 CFM 3340 CFM 2.00 in-wg 3.52 in-wg 2 6 hp Yes 348180 Btu/h 238500 Btu/h 78.0 °F 66.3 °F 55.0 °F 54.2 °F 0.52 in-wg 58 GPM 42 °F 54 °F 6.10 Feet 2162 lbf 13 A 14 A 20 A 460 V 3 AHU-7 MECHANICAL 3004 TRANE CSAA021 10000 CFM 2020 CFM 20.2 No 2020 CFM 10000 CFM 3285 CFM 2.00 in-wg 3.64 in-wg 2 6 hp Yes 352600 Btu/h 248100 Btu/h 77.5 °F 65.8 °F 55.0 °F 54.2 °F 0.57 in-wg 59 GPM 42 °F 54 °F 6.24 Feet 2164 lbf 13 A 14 A 20 A 460 V 3 VARIABLE AIR VOLUME TERMINAL UNIT SCHEDULE - ELECTRIC HEATER MARK LOCATION MANUFACTURER MODEL NO. NECK SIZE PRIMARY AIRFLOW HEATING COIL HEATING ELEMENT NC UNIT WEIGHT ELECTRICAL REMARKS NAME NO. MAX MIN CAP AIRSIDE QTY POWER SCR STAGES VOLT PH DESIGN FLOW EAT(db) LAT(db) VAV-3-7 CORRIDOR 2100 TITUS DESV 7 530 CFM 160 CFM 4313.5 Btu/h 160 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-3-8 RECORDS 2110 TITUS DESV 4 150 CFM 45 CFM 1213.2 Btu/h 45 CFM 55 °F 80 °F 1 0.5 kW Yes 0 65.00 lbf 208 V 1 VAV-3-9 CORRIDOR 2100 TITUS DESV 10 940 CFM 285 CFM 7683.4 Btu/h 285 CFM 55 °F 80 °F 1 2.5 kW Yes 0 81.00 lbf 208 V 1 VAV-4-1 RECORDS 2209 TITUS DESV 4 120 CFM 40 CFM 1078.4 Btu/h 40 CFM 55 °F 80 °F 1 0.5 kW Yes 0 65.00 lbf 208 V 1 VAV-4-2 INTERVIEW 1 2202 TITUS DESV 4 125 CFM 40 CFM 1078.4 Btu/h 40 CFM 55 °F 80 °F 1 0.5 kW Yes 0 65.00 lbf 208 V 1 VAV-4-3 INTERVIEW 2 2203 TITUS DESV 4 125 CFM 40 CFM 1078.4 Btu/h 40 CFM 55 °F 80 °F 1 0.5 kW Yes 0 65.00 lbf 208 V 1 VAV-4-4 CORRIDOR 2200 TITUS DESV 8 695 CFM 210 CFM 5661.5 Btu/h 210 CFM 55 °F 80 °F 1 2.0 kW Yes 0 68.00 lbf 208 V 1 VAV-4-5 DISTRICT MANAGER 2206 TITUS DESV 6 280 CFM 85 CFM 2291.5 Btu/h 85 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-4-6 BREAKROOM 2009 TITUS DESV 7 405 CFM 125 CFM 3369.9 Btu/h 125 CFM 55 °F 80 °F 1 1.0 kW Yes 0 68.00 lbf 208 V 1 VAV-4-7 CONFERENCE 2010 TITUS DESV 8 620 CFM 190 CFM 5122.3 Btu/h 190 CFM 55 °F 80 °F 1 2.0 kW Yes 0 68.00 lbf 208 V 1 VAV-4-8 CORRIDOR 2000B TITUS DESV 5 245 CFM 75 CFM 2021.9 Btu/h 75 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-4-9 FLEX WORKSTATIONS 2007 TITUS DESV 4 150 CFM 45 CFM 1213.2 Btu/h 45 CFM 55 °F 80 °F 1 0.5 kW Yes 0 65.00 lbf 208 V 1 VAV-4-10 VISITATION ROOM 2303 TITUS DESV 6 285 CFM 90 CFM 2426.3 Btu/h 90 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-4-11 CORRIDOR 2300 TITUS DESV 7 520 CFM 160 CFM 4313.5 Btu/h 160 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-4-12 CORRIDOR 2300 TITUS DESV 9 800 CFM 240 CFM 6470.2 Btu/h 240 CFM 55 °F 80 °F 1 2.0 kW Yes 0 81.00 lbf 208 V 1 VAV-4-13 DONATION STORAGE 2310 TITUS DESV 5 160 CFM 50 CFM 1348.0 Btu/h 50 CFM 55 °F 80 °F 1 0.5 kW Yes 0 65.00 lbf 208 V 1 VAV-4-14 WAITING AREA 2409 TITUS DESV 12 1320 CFM 400 CFM 10783.7 Btu/h 400 CFM 55 °F 80 °F 1 3.5 kW Yes 0 92.00 lbf 208 V 1 VAV-4-15 INFANTS & TODDLER SPECIALIST 2403 TITUS DESV 5 165 CFM 50 CFM 1348.0 Btu/h 50 CFM 55 °F 80 °F 1 0.5 kW Yes 0 65.00 lbf 208 V 1 VAV-4-16 ADMINISTRATOR 2405 TITUS DESV 6 380 CFM 115 CFM 3100.3 Btu/h 115 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-4-17 DIRECTOR 2407 TITUS DESV 7 415 CFM 125 CFM 3369.9 Btu/h 125 CFM 55 °F 80 °F 1 1.0 kW Yes 0 68.00 lbf 208 V 1 VAV-6-1 TITUS DESV 9 815 CFM 245 CFM 6605.0 Btu/h 245 CFM 55 °F 80 °F 1 2.0 kW Yes 0 81.00 lbf 208 V 1 VAV-6-2 TITUS DESV 16 2290 CFM 690 CFM 18601.9 Btu/h 690 CFM 55 °F 80 °F 1 5.5 kW Yes 0 115.00 lbf 208 V 1 VAV-6-3 CORRIDOR-1 3000-1 TITUS DESV 8 660 CFM 200 CFM 5391.9 Btu/h 200 CFM 55 °F 80 °F 1 2.0 kW Yes 0 68.00 lbf 208 V 1 VAV-6-4 STX DC OFFICE 3105 TITUS DESV 6 370 CFM 115 CFM 3100.3 Btu/h 115 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-6-5 CORRIDOR 3100 TITUS DESV 6 380 CFM 115 CFM 3100.3 Btu/h 115 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-6-6 CORRIDOR 3700 TITUS DESV 7 425 CFM 130 CFM 3504.7 Btu/h 130 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-6-7 CORRIDOR 3700 TITUS DESV 7 535 CFM 165 CFM 4448.3 Btu/h 165 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-6-8 CONTRACT ADMIN 3606 TITUS DESV 9 795 CFM 240 CFM 6470.2 Btu/h 240 CFM 55 °F 80 °F 1 2.0 kW Yes 0 81.00 lbf 208 V 1 VAV-6-9 TITUS DESV 6 290 CFM 90 CFM 2426.3 Btu/h 90 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-6-10 INTERNAL WORKROOM 3601 TITUS DESV 5 205 CFM 65 CFM 1752.4 Btu/h 65 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-6-11 INTERNAL BREAKROOM 3611 TITUS DESV 6 385 CFM 120 CFM 3235.1 Btu/h 120 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-6-12 STT/STJ AC 3613 TITUS DESV 7 525 CFM 160 CFM 4313.5 Btu/h 160 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-6-13 CONFERENCE 3615 TITUS DESV 8 660 CFM 200 CFM 5391.9 Btu/h 200 CFM 55 °F 80 °F 1 2.0 kW Yes 0 68.00 lbf 208 V 1 VAV-6-14 COMMISSIONER 3616 TITUS DESV 8 590 CFM 180 CFM 4852.7 Btu/h 180 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-6-15 CORRIDOR 3600 TITUS DESV 6 390 CFM 120 CFM 3235.1 Btu/h 120 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-6-16 OFFICE ASST. 3618B TITUS DESV 4 90 CFM 30 CFM 808.8 Btu/h 30 CFM 55 °F 80 °F 1 0.5 kW Yes 0 65.00 lbf 208 V 1 VAV-7-1 WAITING 3022 TITUS DESV 6 330 CFM 100 CFM 2695.9 Btu/h 100 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-7-2 FRAUD INVESTIG. 3201 TITUS DESV 6 315 CFM 95 CFM 2561.1 Btu/h 95 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-7-3 PI DIRECTOR 3211 TITUS DESV 8 690 CFM 210 CFM 5661.5 Btu/h 210 CFM 55 °F 80 °F 1 2.0 kW Yes 0 68.00 lbf 208 V 1 VAV-7-4 IT MANAGER 3210A TITUS DESV 5 235 CFM 75 CFM 2021.9 Btu/h 75 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-7-5 EMPLOYMENT TRAINING OFFICER 3226 TITUS DESV 5 215 CFM 65 CFM 1752.4 Btu/h 65 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-7-6 CORRIDOR 3200 TITUS DESV 12 1360 CFM 410 CFM 11053.3 Btu/h 410 CFM 55 °F 80 °F 1 3.5 kW Yes 0 92.00 lbf 208 V 1 VAV-7-7 MANAGEMENT EVAL 3222 TITUS DESV 7 450 CFM 135 CFM 3639.5 Btu/h 135 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-7-8 FRAUD INVESTIG. 3225 TITUS DESV 7 450 CFM 135 CFM 3639.5 Btu/h 135 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-7-9 JOBS LAB 3021 TITUS DESV 6 390 CFM 120 CFM 3235.1 Btu/h 120 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-7-10 CORRIDOR 3300 TITUS DESV 7 425 CFM 130 CFM 3504.7 Btu/h 130 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-7-11 HR ASST 3304A TITUS DESV 7 425 CFM 130 CFM 3504.7 Btu/h 130 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-7-12 CONFERENCE 3307 TITUS DESV 5 190 CFM 60 CFM 1617.6 Btu/h 60 CFM 55 °F 80 °F 1 0.5 kW Yes 0 65.00 lbf 208 V 1 VAV-7-13 COMP SETUP 3403 TITUS DESV 6 390 CFM 120 CFM 3235.1 Btu/h 120 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-7-14 SYSTEMS ANALYST 3403D TITUS DESV 8 570 CFM 175 CFM 4717.9 Btu/h 175 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-7-15 SHARED BREAKROOM 3010 TITUS DESV 6 355 CFM 110 CFM 2965.5 Btu/h 110 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-7-16 CORRIDOR 3000A TITUS DESV 6 260 CFM 80 CFM 2156.7 Btu/h 80 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-7-17 AP SPECIALIST 3501D TITUS DESV 12 1300 CFM 390 CFM 10514.1 Btu/h 390 CFM 55 °F 80 °F 1 3.5 kW Yes 0 92.00 lbf 208 V 1 VAV-7-18 AUDIT DIRECTOR 3505 TITUS DESV 7 550 CFM 165 CFM 4448.3 Btu/h 165 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-7-19 CORRIDOR 3500 TITUS DESV 7 525 CFM 160 CFM 4313.5 Btu/h 160 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-7-20 CONFERENCE 3512 TITUS DESV 5 180 CFM 55 CFM 1482.8 Btu/h 55 CFM 55 °F 80 °F 1 0.5 kW Yes 0 65.00 lbf 208 V 1 VAV-7-21 MAP DIRECTOR 3206 TITUS DESV 7 425 CFM 130 CFM 3504.7 Btu/h 130 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VARIABLE AIR VOLUME TERMINAL UNIT SCHEDULE MARK LOCATION MANUFACTURER MODEL NO. NECK SIZE PRIMARY AIRFLOW NC UNIT WEIGHT ELECTRICAL REMARKS NAME NO. MAX MIN VOLT PH VAV-0-22 TITUS DESV 6 400 CFM 120 CFM 0 37.00 lbf 120 V 1 VAV-0-23 TITUS DESV 6 400 CFM 120 CFM 0 37.00 lbf 120 V 1 VAV-2-15 MECHANICAL 1004 TITUS DESV 6 400 CFM 120 CFM 0 37.00 lbf 120 V 1 VAV-2-17 TELECOM 1003 TITUS DESV 6 400 CFM 120 CFM 0 37.00 lbf 120 V 1 VAV-2-17 ELECTRICAL 1003A TITUS DESV 6 400 CFM 120 CFM 0 37.00 lbf 120 V 1 VAV-4-19 MECHANICAL 2003 TITUS DESV 6 400 CFM 120 CFM 0 37.00 lbf 120 V 1 VAV-4-20 TELE/ELEC 2002 TITUS DESV 6 400 CFM 120 CFM 0 37.00 lbf 120 V 1 VAV-7-22 MECHANICAL 3004 TITUS DESV 4 0 CFM 0 CFM 0 37.00 lbf 120 V 1 VAV-7-23 ELECTRICAL/ TELECOM 3003 TITUS DESV 4 0 CFM 0 CFM 0 37.00 lbf 120 V 1 FAN COIL UNIT SCHEDULE - CHILLED WATER MARK LOCATION MANUFACTURER MODEL NO. AIR SIDE FAN COOLING COIL UNIT WEIGHT ELECTRICAL INTERLOCK REMARKS NAME NO. SUPPLY AIR OUTSIDE AIR PRESS MOTOR CAP AIRSIDE WATERSIDE FLA MCA MOCP VOLTS PH ID FLOW FLOW ESP QTY POWER ECM TOTAL EAT(db) EAT(wb) LAT(db) LAT(wb) FLOW EWT LWT PD AC-1 SERVER CENTER 3401 MULTIAQUA MHQWW-36-H-1 850 CFM 0 CFM 0.00 in-wg 1 0.08 hp Yes 33331.0 Btu/h 80 °F 67 °F 55 °F 54 °F 8 GPM 42 °F 54 °F 17.90 Feet 51 lbf 0 A 1 A 15 A 208 V 1 AC-2 SERVER CENTER 3401 MULTIAQUA MHQWW-36-H-1 850 CFM 0 CFM 0.00 in-wg 1 0.08 hp Yes 33331.0 Btu/h 80 °F 67 °F 55 °F 54 °F 8 GPM 42 °F 54 °F 17.90 Feet 51 lbf 0 A 1 A 15 A 208 V 1 FCU-1 TRANE BCVE060 1600 CFM 0 CFM 0.50 in-wg 1 1.00 hp Yes 61730.0 Btu/h 80 °F 67 °F 55 °F 54 °F 10 GPM 42 °F 54 °F 3.65 Feet 313 lbf 8 A 10 A 15 A REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER M801 4/2/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 MECHANICAL CONTROLS 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER M802 4/2/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 MECHANICAL CONTROLS 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date DN UP NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. SYMBOL DESCRIPTION H H FS FS TS F RT R F DDC VFD G CII CI A 2 ELECTRICAL SYMBOL LEGEND DN THRU-ROOF CONDUCTOR COUNTERPOISE CONDUCTOR BONDING CONDUCTOR GROUND TERMINAL AIR TERMINAL; PROVIDE PARAPET TYPE BASE WHERE MOUNTED ON PARAPET; PROVIDE FLAT BASE FOR MECHANICAL EQUIPMENT OR ROOF PERIMETER WITH NO PARAPET; PROVIDE BLUNT TIP WHERE MOUNTED ON INTERIOR OF ROOF, UNLESS OTHERWISE NOTED ON LIGHTNING PROTECTION PLANS BONDING PLATE TEE SPLICE CLASS II MAIN CONDUCTOR CABLE CLASS I MAIN CONDUCTOR CABLE FIRE ALARM ANNUNCIATOR PANEL - FLUSH MOUNTED FIRE ALARM TERMINAL CABINET FIRE ALARM CONTROL PANEL FACP HEAT DETECTOR 135°F FIXED TEMPERATURE, UNLESS OTHERWISE NOTED, CEILING MOUNTED ELECTROMAGNETIC DOOR HOLD OPEN DEVICE SPRINKLER WATERFLOW SWITCH CONNECTION P SPRINKLER TAMPER SWITCH CONNECTION FIREMAN'S PHONE JACK STROBE, WALL MOUNTED, 75CD UNLESS OTHERWISE NOTED CD = CANDELA RATING COMBINATION HORN/STROBE, CEILING MOUNTED, 75CD UNLESS OTHERWISE NOTED HORN ONLY, WALL MOUNTED DUCT SMOKE DETECTOR REMOTE TEST SWITCH WITH INDICATING LAMP, WALL MOUNTED AT 48" AFF, UNLESS OTHERWISE NOTED SUPERVISED ADDRESSABLE FIRE ALARM CONTROL RELAY S = SUPPLY R = RETURN DUCT SMOKE DETECTOR E = ELEVATOR WITH RECALL CONTACTS I = IONIZATION CEILING SMOKE DETECTOR, PHOTOELECTRIC TYPE UNLESS OTHERWISE NOTED MANUAL PULL STATION AUTOMATIC TRANSFER SWITCH TRANSFORMER T DIRECT DIGITAL CONTROL PANEL VARIABLE FREQUENCY DRIVE MOTOR CONNECTION EMERGENCY TWIN-HEAD LIGHT WITH INTEGRAL BATTERY PACK, WALL MOUNTED TRACK WITH TRACK LIGHT FIXTURE (TRIANGLES INDICATE QUANTITY OF TRACK HEADS) EXTERIOR POLE-MOUNTED AREA LIGHT FIXTURE, ARMS AS INDICATED ON DRAWINGS EXIT LIGHT, WALL MOUNTED EXIT LIGHT, CEILING OR PENDANT MOUNTED; DIRECTIONAL ARROWS AS INDICATED; SHADED QUADRANT INDICATES FACE(S) OF FIXTURE CEILING WALLWASHER, ACCENT LIGHT, LANDSCAPING TREE ACCENT LIGHT, FACADE LIGHT RECESSED, PENDANT OR SURFACE CEILING FIXTURE RECESSED, PENDANT OR SURFACE CEILING DIAGONAL HALF SHADING INDICATE FIXTURE CONNECTED TO CRITICAL CIRCUIT OR PROVIDED WITH INTEGRAL EMERGENCY BATTERY PACK; "E" AFTER FIXTURE TYPE TAG INDICATES INTEGRAL BATTERY PACK UNLESS OTHERWISE NOTED ON LIGHT FIXTURE SCHEDULE (TYPICAL FOR ALL LIGHT FIXTURE SYMBOLS) FULL SHADING INDICATE FIXTURE CONNECTED TO LIFE SAFETY CIRCUIT. FIXTURE, RECESSED, PENDANT OR SURFACE CEILING STRIP FIXTURE NEW (HEAVY, SOLID LINE) EXISTING TO REMAIN (LIGHT, SOLID LINE) EXISTING TO BE REMOVED (HEAVY, DASHED LINE) FLEXIBLE CONDUIT CONDUIT CONTINUED CONDUIT STUBBED OUT OR UP CONDUIT TURNING DOWN CONDUIT TURNING UP GROUND OR GROUND ROD AS NOTED CONDUIT EXPOSED CONDUIT CONCEALED IN SLAB, UNDERGROUND OR UNDER FLOOR CONDUIT CONCEALED ABOVE CEILING OR IN WALL BRANCH CIRCUIT PANELBOARD, OVER 240 VOLTS, SURFACE MOUNTED MULTI-SERVICE RACEWAY WITH 5-20R RECEPTACLES, 18" O.C. UNLESS OTHERWISE NOTED SPECIAL PURPOSE RECEPTACLE, NEMA CONFIGURATION AS NOTED NOTE: DIAGONAL MARKS INDICATED ON ANY DEVICE REPRESENTS DEVICE CONNECTED TO EMERGENCY CIRCUIT (RED DEVICE FOR RECEPTACLE); TYPICAL FOR ANY DEVICE IN LEGEND TWO DUPLEX RECEPTACLES (QUAD) WITH COMMON COVER MOUNTED ABOVE COUNTER TWO DUPLEX RECEPTACLES (QUAD) WITH COMMON COVERPLATE GFCI RECEPTACLE; "WP" INDICATES CAST METAL "IN-USE" WEATHERPROOF COVER, WEATHER-RESISTANT LISTED DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER MULTI-SERVICE FLOOR BOX WITH DUPLEX RECEPTACLE, VOICE/DATA/AV DEVICES (REFER TO TECHNOLOGY DRAWINGS OR OWNER'S VENDOR DRAWINGS FOR LOW VOLTAGE REQUIREMENTS) FLOOR BOX WITH DUPLEX RECEPTACLE WITH APPROPRIATE FLANGE M F LV OS 4 3 a 30AR 20AF PEDESTAL MOUNTED DUPLEX RECEPTACLE DUPLEX RECEPTACLE DIMMER SWITCH, LINE VOLTAGE MOTOR RATED SWITCH FAN SWITCH LOW VOLTAGE SWITCH WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH FOUR-WAY SWITCH THREE-WAY SWITCH NF 30AR NON-FUSED DISCONNECT SWITCH, RATING AS NOTED SINGLE POLE SWITCH (SUBSCRIPT INDICATES ITEM CONTROLLED) NF = NON-FUSED AR = AMPERE RATING OF SWITCH 4X SS = NEMA 4X STAINLESS STEEL ENCLOSURE COMBINATION MAGNETIC MOTOR STARTER, SIZE AS NOTED, 3-POLE UNLESS OTHERWISE NOTED 30/3 0 3R MCP AMPERE RATING # OF POLES NEMA STARTER SIZE SINGLE RECEPTACLE FUSED DISCONNECT D FIXTURE, WALL MOUNTED FIXTURE TYPE LOWER CASE LETTER INDICATES CONTROLLING SWITCH a CIRCUIT NUMBER LIGHTING LIGHTNING PROTECTION SYSTEM FIRE ALARM / DETECTION SYSTEM BASIC MATERIALS S S S S S S S S F XXCD CD = CANDELA RATING COMBINATION HORN/STROBE, WALL MOUNTED, 75CD UNLESS OTHERWISE NOTED CD = CANDELA RATING STROBE, CEILING MOUNTED, 75 CD UNLESS OTHERWISE NOTED SS SPEAKER ONLY, CEILING MOUNTED PS PRESSURE SWITCH CONNECTION MOTORIZED DAMPER CONNECTION MD K SINGLE POLE KEY SWITCH S CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR OSab WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH, DUAL RELAY S DL DAYLIGHT SENSOR CEILING MOUNTED DL DAYLIGHT SENSOR WALL MOUNTED RECEPTACLE CONTROLLED PER ASHRAE 90.1 (2010); PROVIDE POWER PACK FOR RECEPTACLE CIRCUIT, TO BE CONTROLLED THROUGH LOCAL ROOM OCCUPANCY SENSOR(S); PROVIDE DEVICE WITH BLUE DOT OR UNIVERSAL POWER SYMBOL RECEPTACLE MOUNTED ADJACENT TO TV OUTLET, COORDINATE HEIGHT W/ ARCHITECT XXCD FLOOR BOX, TWO DUPLEX RECEPTACLES (QUAD) WITH APPROPRIATE FLANGE WALL MOUNTED LINEAR RECESSED, PENDANT OR SURFACE CEILING DUPLEX RECEPTACLE WITH (2) USB PORTS DOUBLE DUPLEX RECEPTACLE WITH DEDICATED CIRCUIT FOR AV RACK OR CART D,OS WALL MOUNTED DUAL TECHNOLOGY DIMMING/OCCUPANCY SENSOR SWITCH S LVO LOW VOLTAGE OVERRIDE SWITCH S ZX-X LIGHTING CONTROL ZONE NUMBER VS WALL MOUNTED DUAL TECHNOLOGY VACANCY SENSOR SWITCH S OS C TV U AV HOSPITAL GRADE H TAMPER RESISTANT TR ISOLATED GROUND (ORANGE DEVICE) IG WEATHERPROOF WP OS DEVICE ABBREVIATION TAGS: DUPLEX RECEPTACLE, CEILING MOUNTED TWO DUPLEX RECEPTACLES (QUAD) WITH COMMON COVERPLATE, CEILING MOUNTED J FOUR-GANG FLOOR BOX 4G SIX-GANG FLOOR BOX 6G EIGHT-GANG FLOOR BOX 8G MULTI-SERVICE FLOOR BOX WITH TWO DUPLEX RECEPTACLES (QUAD) , VOICE/DATA/AV DEVICES (REFER TO TECHNOLOGY DRAWINGS OR OWNER'S VENDOR DRAWINGS FOR LOW VOLTAGE REQUIREMENTS) GFCI RECEPTACLE MOUNTED ABOVE COUNTER DUPLEX RECEPTACLE; EACH RECEPTACLE ON SEPARATE CIRCUIT (PROVIDE BREAKER WITH 2-POLE COMMON TRIP HANDLE) SPLIT-WIRED CONTROLLED DUPLEX RECEPTACLE TWO GFCI DUPLEX RECEPTACLES (QUAD) WITH COMMON COVERPLATE MULTI-SERVICE POWER & DATA FLOOR BOX WITH FURNITURE FEED CONNECTION (REFER TO TECHNOLOGY DRAWINGS OR OWNER'S VENDOR DRAWINGS FOR LOW VOLTAGE REQUIREMENTS) J JUNCTION BOX WALL MOUNTED J JUNCTION BOX MOUNTED IN OR ABOVE CEILING OR IN STRUCTURE J WALL MOUNTED FURNITURE FEED POWER CONNECTION P MULTI-SERVICE POKE-THRU WITH TWO INTEGRAL DUPLEX RECEPTACLES AND VOICE/DATA/AV DEVICES (REFER TO TECHNOLOGY DRAWINGS OR OWNER'S VENDOR DRAWINGS FOR LOW VOLTAGE REQUIREMENTS), OR FURNITURE FEED CONNECTION; REFER TO POKE-THRU DETAILS PP POWER POLE WITH POWER & DATA FURNITURE FEED POWER CONNECTIONS POKE-THRU WITH 6" CORE DRILL 6C POKE-THRU WITH 8" CORE DRILL 8C PC PHOTOCELL, MOUNTED ON ROOF FACING NORTH C CLOCK RECEPTACLE, WALL MOUNTED GROUND BUS BAR, COPPER GND CONDUIT SEAL-OFF FITTING SPD SURGE PROTECTIVE DEVICE ST SHUNT-TRIP PUSHBUTTON; SEMI-FLUSH WALL MOUNTED UNLESS OTHERWISE NOTED; NEMA 3R FOR EXTERIOR LOCATIONS OVERHEAD DOOR PUSHBUTTON CONTROL STATION PUSHBUTTON STATION BAS BUILDING AUTOMATION SYSTEM CONTROL PANEL LCP LIGHTING CONTROL PANEL MANHOLE MH SYMBOL DESCRIPTION PULLBOX PB NEMA RATING; NEMA 1 UNLESS OTHERWISE NOTED 3R 3R AF = AMPERE RATING OF FUSE AR = AMPERE RATING OF SWITCH 4X SS = NEMA 4X STAINLESS STEEL ENCLOSURE BRANCH CIRCUIT PANELBOARD, OVER 240 VOLTS, FLUSH MOUNTED BRANCH CIRCUIT PANELBOARD, UNDER 240 VOLTS, SURFACE MOUNTED BRANCH CIRCUIT PANELBOARD, UNDER 240 VOLTS, FLUSH MOUNTED CONDUIT HOMERUN TO ELECTRICAL PANEL EXISTING TO REMAIN ETR EXTERIOR PEDESTRIAN SIDEWALK BOLLARD OR POST-TOP LIGHT FIXTURE B R BEAM SMOKE DETECTOR BT OR T = BEAM DETECTOR TRANSMITTER BR OR R = BEAM DETECTOR RECEIVER F XXCD SPEAKER ONLY, WALL MOUNTED SS FATC FAA VOICE EVACUATION PANEL EVAC MASS NOTIFICATION SYSTEM PANEL MNS FOUR-WAY SPLICE VOICE AND DATA RACEWAY SYSTEM SYMBOL DESCRIPTION SYMBOL DESCRIPTION ACCESS CONTROL / CCTV RACEWAY SYSTEM AREA OF RESCUE ASSISTANCE CALL STATION, WALL, FLUSH MOUNTED AOR AOR AOR CS R PS AREA OF RESCUE ASSISTANCE RECEIVER, WALL, FLUSH MOUNTED AREA OF RESCUE ASSISTANCE POWER SUPPLY AREA OF RESCUE ASSISTANCE SYSTEM SINGLE-GANG 2-1/8"D ELECTRICAL BOX WITH BLANK COVER FOR VOICE/DATA OUTLET WITH 1" CONDUIT STUBBED UP AND INTO NEAREST ACCESSIBLE CEILING UNLESS OTHERWISE NOTED; PROVIDE WITH NYLON PULL STRING & SMOOTH BUSHING SINGLE-GANG 2-1/8"D ELECTRICAL BOX WITH BLANK COVER FOR TELEPHONE WALL OUTLET WITH 1" CONDUIT STUBBED UP AND INTO NEAREST ACCESSIBLE CEILING UNLESS OTHERWISE NOTED; PROVIDE WITH NYLON PULL STRING & SMOOTH BUSHING C = ABOVE COUNTER W = WALL MOUNTED AT 52" AFF FOR HOUSE PHONE W, ADA =WALL MOUNTED AT 44" AFF FOR ADA ACCESSIBLE PAY PHONE ELV = WALL MOUNTED @ 52" AFF FOR TELEPHONE IN ELEVATOR MACHINE ROOM WIRELESS ACCESS POINT OUTLET, CEILING MOUNTED; ACTUAL QUANTITY AND LOCATIONS SHALL BE BASED ON SIGNAL SURVEY BY OWNER'S WLAN VENDOR WAP MULTI-SERVICE FLOOR BOX WITH RECEPTACLE AND TECHNOLOGY DEVICES (REFER TO OWNER'S VENDOR DRAWINGS FOR DEVICES); PROVIDE RACEWAY(S) AS INDICATED ON FLOOR PLANS MULTI-SERVICE FLOOR BOX WITH FURNITURE FEED CONNECTION; PROVIDE RACEWAY(S) AS INDICATED ON FLOOR PLANS 2-GANG 2-1/8"D ELECTRICAL BOX WITH BLANK COVER FOR WALL MOUNTED FURNITURE FEED DATA CONNECTION; PROVIDE RACEWAY(S) AS INDICATED ON FLOOR PLANS P MULTI-SERVICE POKE-THRU WITH RECEPTACLES AND TECHNOLOGY DEVICES (REFER TO TECHNOLOGY DRAWINGS OR OWNER'S VENDOR DRAWINGS FOR LOW VOLTAGE REQUIREMENTS), OR FURNITURE FEED CONNECTION; REFER TO POKE-THRU DETAILS AND FLOOR PLANS FOR RACEWAY INFORMATION 3/4"THICK X 8' HIGH A/C PLYWOOD BACKBOARD MOUNTED 6" AFF FROM BOTTOM, PAINTED WITH GRAY FIRE-RETARDANT PAINT, WIDTH AS INDICATED ON FLOOR PLAN CABLE TRAY FOR HORIZONTAL LOW VOLTAGE CABLE, 12"W X 4" HIGH UNLESS OTHERWISE NOTED; LADDER TYPE IN IDF/MDF/IT ROOMS, BASKET/MESH TYPE IN OTHER AREAS, UNLESS OTHERWISE NOTED 2-POST DATA RACK 4-POST DATA RACK AUDIO/VIDEO RACEWAY SYSTEM TV TELEVISION SIGNAL WALL OUTLET, MOUNTED ADJACENT TO DUPLEX RECEPTACLE IDENTIFIED WITH "TV" ADJACENT TO DEVICE; REFER TO ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT S CEILING MOUNTED SPEAKER S WALL MOUNTED SPEAKER X = ZONE TO BE CONTROLLED X VC WALL-MOUNTED VOLUME CONTROL; PROVIDE 3/4" C. STUBBED UP ABOVE CEILING AND SINGLE STANDARD ELECTRICAL BOX AT 48" AFF MC WALL-MOUNTED MASTER VOLUME CONTROL; PROVIDE 3/4" C. STUBBED UP ABOVE CEILING AND SINGLE STANDARD ELECTRICAL BOX AT 48" AFF X X = ZONE TO BE CONTROLLED RCA WALL-MOUNTED DUAL RCA JACKS FOR MP3 CONNECTION AV AUDIO/VISUAL CABINET OR RACK ACP ACCESS CONTROL SYSTEM PANEL CCTV CAMERA; PROVIDE FACEPLATE & DOUBLE GANG JUNCTION BOX, (1) 1"C. WITH CAT6A CABLE TO NEAREST IDF/MDF/IT ROOM, UNLESS NOTED OTHERWISE DPS DOOR POSITION SWITCH CR CARD READER, WALL MOUNTED, MOUNTED AT 48" AFF ELECTRIC STRIKE EM ML MAGNETIC LOCK DE DELAYED EGRESS REMOTE DOOR RELEASE BUTTON X ASSOCIATED DOOR DETAIL REFERENCE RELOCATED RL PP POWER POLE WITH POWER & DATA OUTLETS HANDHOLE HH ATS NEMA RATING; NEMA 1 UNLESS OTHERWISE NOTED NEMA RATING; NEMA 1 UNLESS OTHERWISE NOTED 4X SS = NEMA 4X STAINLESS STEEL ENCLOSURE SWITCHBOARD/ SWITCHGEAR/ DISTRIBUTION PANEL POWER POLE WITH POWER & DATA FURNITURE FEED POWER CONNECTIONS (REFER TO TECHNOLOGY DRAWINGS OR OWNER'S VENDOR DRAWINGS FOR LOW VOLTAGE REQUIREMENTS); REFER TO FLOOR PLANS FOR RACEWAY INFORMATION PP AREA OF RESCUE ASSISTANCE ILLUMINATED SIGNAGE AOR EPO EMERGENCY POWER OFF SHUNT-TRIP PUSHBUTTON, RED MUSHROOM HEAD, CLEAR LEXAN PROTECTIVE COVER W KP KEY PAD, WALL MOUNTED, MOUNTED AT 48" AFF CK COMBINED CARD READER/KEY PAD, WALL MOUNTED, MOUNTED AT 48" AFF EL ELECTRIC MORTISE/TRIM LOCK ES ELECTRIC LATCH FIX = FIXED CCTV CAMERA PAN = PAN/TIL/ZOON CCTV CAMERA FIX IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS IES ILLUMINATING ENGINEERING SOCIETY IMC INTERMEDIATE METAL CONDUIT IN INCHES IPCEA INSULATED POWER CABLE ENGINEERS ASSOCIATION IT INSTANTANEOUS TRIP JB OR J-BOX JUNCTION BOX KCMIL ONE THOUSAND CIRCULAR MILS KV KILOVOLT KVA KILOVOLT AMPERES KW KILOWATT KWH KILOWATT HOURS LBS POUNDS LED LIGHT EMITTING DIODE LP LIGHTNING PROTECTION LT LIGHT LTG LIGHTING LSIG LONG TIME, SHORT TIME, INSTANTANEOUS, GROUND LSIA LONG TIME, SHORT TIME, INSTANTANEOUS, ALARM LSI LONG TIME, SHORT TIME, INSTANTANEOUS MAX MAXIMUM MCA MINIMUM CIRCUIT AMPS MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MDP MAIN SERVICE DISTRIBUTION PANEL MIC MICROPHONE MIN MINIMUM MLO MAIN LUGS ONLY MOCP MAXIMUM OVERCURRENT PROTECTION MSB MAIN SERVICE SWITCHBOARD MTD MOUNTED MTG MOUNTING MTR MOTOR MTS MANUAL TRANSFER SWITCH MUX MULTIPLEX (TRANSPONDER) PANEL MVA MEGA VOLT AMPS N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NF NON-FUSED NL NON-LINEAR NO NORMALLY OPEN OR NUMBER OL OVERLOAD OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION P POLE PB PULLBOX PF POWER FACTOR PIV POST INDICATOR VALVE PNL PANEL PR PAIR PRI PRIMARY PT POTENTIAL TRANSFORMER PVC POLYVINYLCHLORIDE PWR POWER REC, RECEPT RECEPTACLE REF REFRIGERATOR RGS, GRC RIGID GALVANIZED STEEL CONDUIT RLA RUNNING LOAD AMPERES RMS ROOT-MEAN-SQUARE RPM REVOLUTIONS PER MINUTE RTU ROOF TOP UNIT SCA SHORT CIRCUIT AMPERES SD SMOKE DETECTOR SEC SECONDARY S/N SOLID NEUTRAL SPD SURGE PROTECTIVE DEVICE SPKR SPEAKER SPST SINGLE POLE SINGLE THROW SS STAINLESS STEEL SST SOLID STATE TRIP STD SHORT TIME TRIP SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR TEL TELEPHONE TTB TELEPHONE TERMINAL BOARD TTC TELEPHONE TERMINAL CABINET TVEC TELEVISION EQUIPMENT CABINET TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED UL UNDERWRITERS LABORATORIES UTIL UTILITY V VOLT VA VOLTAMPERE VAR VOLT AMPERE REACTIVE VAV VARIABLE AIR VOLUME VFD VARIABLE FREQUENCY DRIVE W WIRE WP WEATHER PROOF XFMR TRANSFORMER XFR TRANSFER ABBREVIATIONS (CONT.) NFPA / LEGACY F S S BR S H DH XXCD F H XXCD C S C S VS WS PS FACP FATC FAA EVAC MNS R WALL MOUNTED DATA RACK MASS NOTIFICATION SYSTEM PANEL DACT DACT T DIGITAL TIMER SWITCH W/ 5 MIN. WARNING FLASH S LVD LOW VOLTAGE OVERRIDE SWITCH WITH DIMMING S VS VACANCY SENSOR CEILING MOUNTED VS VACANCY SENSOR WALL MOUNTED A/C AIR CONDITIONING AC ALTERNATING CURRENT ABV CLG ABOVE CEILING ADA AMERICANS WITH DISABILITIES ACT AF AMPERE FRAME AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT AIC AMPERE INTERRUPTING CAPACITY AL ALUMINUM AMP AMPERE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ASA AMERICAN STANDARDS ASSOCIATION AT AMPERE TRIP ATS AUTOMATIC TRANSFER SWITCH AUX AUXILIARY AWG AMERICAN WIRE GAUGE BC BARE COPPER BIL BASIC IMPULSE LEVEL BAS BUILDING AUTOMATION SYSTEM BMS BUILDING MANAGEMENT SYSTEM BRKR OR BKR BREAKER C CONDUIT OR RACEWAY CAB CABINET CKT CIRCUIT CB CIRCUIT BREAKER CBM CERTIFIED BALLAST MANUFACTURERS CATV CABLE TELEVISION CCTV CLOSED CIRCUIT TELEVISION CLEC CLOCK EQUIPMENT CABINET CLG CEILING CO CONDUIT OR RACEWAY ONLY COAX COAXIAL CABLE COND CONDUCTOR CONN CONNECTION CPU CENTRAL PROCESSING UNIT CRT CATHODE RAY TERMINAL (VIDEO DISPLAY TERMINAL) CT CURRENT TRANSFORMER CU COPPER CW COLD WATER DC DIRECT CURRENT DDC DIRECT DIGITAL CONTROL DEG DEGREE DF DEMAND FACTOR DISC DISCONNECT DISC SW DISCONNECT SWITCH DO DRAW OUT DN DOWN DPST DOUBLE POLE SINGLE THROW EDH ELECTRIC DUCT HEATER EMT ELECTRIC METALLIC TUBING EO ELECTRICALLY OPERATED EOL END OF LINE EOR ENGINEER OF RECORD ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER FA FIRE ALARM FAAP FIRE ALARM ANNUNCIATOR PANEL FATC FIRE ALARM TERMINAL CABINET FCU FAN COIL UNIT FLA FULL LOAD AMPERES FM FACTORY MUTUAL FPU FAN POWERED UNIT FT FEET GF GROUND FAULT GFA GROUND FAULT ALARM GFCI GROUND FAULT CIRCUIT INTERRUPTER GFR GROUND FAULT RELAY GND, G GROUND HP HORSEPOWER HOA HAND-OFF-AUTOMATIC HORIZ HORIZONTAL IBC INTERNATIONAL BUILDING CODE IC INTERCOM ICU INTENSIVE CARE UNIT IECC INTERNATIONAL ENERGY CONSERVATION CODE ABBREVIATIONS DN DN FLAT ROOF MOUNTED OR MECHANICAL F P PARAPET MOUNTED AIR TERMINAL DOWN CONDUCTOR PIPE CLAMP FOR PLUMBING VENT THRU ROOF. INTERCOM SYSTEM IC ADMINISTRATIVE PHONE ICEC INTERCOM EQUIPMENT CABINET IC HANDSET IC CALL STATION SX CEILING MOUNTED SPEAKER "X" INDICATES TYPE "Y" INDICATES ZONE Y SX WALL MOUNTED SPEAKER Y "X" INDICATES TYPE "Y" INDICATES ZONE NO ZONE INDICATES LOCAL AUDIO/VIDEO SYSTEM INTERCOM MASTER STATION IC M CS AP HS REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER E001 4/2/2026 Checker KYLE MORMAN 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 ELECTRICAL SYMBOLS, LEGEND, NOTES AND INDEX 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date ELECTRICAL DRAWING INDEX SHEET DESCRIPTION E001 ELECTRICAL SYMBOLS, LEGEND, NOTES AND INDEX E002 ELECTRICAL GENERAL NOTES E100 ELECTRICAL SITE PLAN E101 POWER LOWER FLOOR PLAN E102 POWER MAIN FLOOR PLAN E103 POWER SECOND FLOOR PLAN E104 POWER THIRD FLOOR PLAN E105 POWER ROOF PLAN E121 LIGHTING LOWER LEVEL RCP E122 LIGHTING MAIN FLOOR RCP E123 LIGHTING SECOND FLOOR RCP E124 LIGHTING THIRD FLOOR RCP E601 ELECTRICAL ONE-LINE DIAGRAM E651 ENLARGED ELECTRICAL PLANS E651A ENLARGED ELECTRICAL PLANS E801 LIGHTNING PROTECTION ROOF PLAN XE100 ELECTRICAL SITE DEMO PLAN ELECTRICAL GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. ELECTRICAL DEVICES OUTLET BOXES, JUNCTION BOXES LIGHT SWITCHES SHALL BE MOUNTED 48 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS NOTED OTHERWISE. RECEPTACLES, VOICE/DATA OUTLETS AND WALL FURNITURE FEEDS SHALL BE MOUNTED 18 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS NOTED OTHERWISE. ABOVE COUNTER RECEPTACLES SHALL BE MOUNTED 6" ABOVE BACK SPLASH TO CENTERLINE OF DEVICE, UNLESS NOTED OTHERWISE. IT IS THE INTENT THAT ALL DEVICE OUTLET BOXES (POWER AND SYSTEMS) BE FLUSH MOUNTED IN WALLS, CEILINGS OR FLOORS, AND JUNCTION BOXES FLUSH MOUNTED IN WALLS, CEILINGS, OR FLOORS, OR CONCEALED ABOVE ACCESSIBLE CEILINGS, AND NOT SURFACE MOUNTED, UNLESS SPECIFICALLY NOTED ON THE CONTRACT DRAWINGS, OR UNLESS THE ARCHITECT/ENGINEER GRANTS WRITTEN PERMISSION. ALL COMPONENTS OF THE ELECTRICAL SYSTEM (INCLUDE RACEWAYS, ELECTRICAL EQUIPMENT, OUTLET BOXES, JUNCTION BOXES, ETC.) LOCATED IN A HAZARDOUS (CLASSIFIED) LOCATION SHALL BE APPROVED FOR USE IN SAID LOCATION, AS DEFINED BY THE NEC, WHETHER INDICATED ON THE CONTRACT DOCUMENTS OR NOT. ALL DEVICES SHALL BE MOUNTED VERTICALLY, UNLESS NOTED OTHERWISE. ALL RECEPTACLES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS MOUNTED UP. WHERE DEVICES ARE SHOWN IN WALLS BACK-TO-BACK ON OPPOSITE SIDES, INSTALL SO THAT THEY ARE SEPARATED BY AT LEAST 12". RECEPTACLES OR JUNCTION BOXES FOR ELECTRIC WATER COOLERS AND VENDING MACHINES SHALL BE LOCATED DIRECTLY BEHIND SAID APPLIANCE, CONCEALED FROM DIRECT VIEW. RECEPTACLES AND/OR HARD WIRED EQUIPMENT CONNECTIONS SHALL BE PROTECTED BY A READILY ACCESSIBLE GFCI FEED-THRU DEVICE LOCATED IMMEDIATELY ADJACENT TO THE APPLIANCE OR BE PROTECTED BY GFCI BREAKER IN THE PANELBOARD. ALL GFCI DEVICES MUST BE READILY ACCESSIBLE PER THE NEC. ALL EXTERIOR RECEPTACLES OR RECEPTACLES LOCATED IN AREAS SUBJECT TO MOISTURE (PARKING GARAGE, WASHDOWN AREAS IN KITCHEN, ETC) SHALL BE GFCI TYPE. ALL EXTERIOR RECEPTACLES SHALL WE PROVIDED WITH CAST METAL, IN-USE COVER UNLESS NOTED OTHERWISE. ALL RECEPTACLES LOCATED IN KITCHENS, BATHROOMS, MECHANICAL ROOMS, JANITOR CLOSETS, ELEVATOR SHAFTS, ELEVATOR EQUIPMENT ROOMS, FOR ELEVATOR SUMP PUMP(S) OR INSTALLED WITHIN 6' OF THE INSIDE FACE OF A SINK, SHALL BE GFCI TYPE OR GFCI PROTECTED. NOT USED. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE-RESISTIVE ASSEMBLIES, THEY SHALL BE INSTALLED WITHOUT AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS SHALL BE MET: A. ALL ELECTRICAL BOXES SHALL BE METALLIC. B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL). E. PROVIDE A WALL AROUND OUTLETS LARGER THAN 16 SQUARE INCHES. THE INTEGRITY OF THE WALL RATING SHALL BE MAINTAINED. F. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET. G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE RESISTIVE ASSEMBLIES SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. H. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. I. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED 1/8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. ELECTRICAL EQUIPMENT EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. ALL COMPONENTS OF THE ELECTRICAL SYSTEM LOCATED OUTDOORS OR INDOORS WHERE EXPOSED TO SIGNIFICANT MOISTURE SHALL BE WEATHERPROOF, NEMA 3R, AS A MINIMUM, WHETHER INDICATED ON THE CONTRACT DRAWINGS OR NOT. TERMINATION PROVISIONS FOR ALL ELECTRICAL EQUIPMENT (PANELBOARDS, SWITCHBOARD, TRANSFORMERS, DISCONNECT SWITCHES, MOTOR CONTROLLERS, AUTOMATIC TRANSFER SWITCHES, ENCLOSED CIRCUIT BREAKERS, BUSWAYS, ETC.) SHALL BE LISTED AND IDENTIFIED FOR USE WITH MINIMUM 75 DEG. F CONDUCTORS IN ACCORDANCE WITH NEC. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC. THE ELECTRICAL DEDICATED EQUIPMENT SPACE EXTENDING FROM FLOOR TO 6' ABOVE ELECTRICAL EQUIPMENT OR TO THE STRUCTURAL CEILING, WHICHEVER DISTANCE IS LOWER, WITH A WIDTH AND DEPTH OF THE PANELBOARD OR SWITCHBOARD MUST BE CLEAR OF ALL PIPING, DUCTS, ARCHITECTURAL APPURTENANCES AND OTHER EQUIPMENT FOREIGN TO THE ELECTRICAL INSTALLATION IN ACCORDANCE WITH NEC. PROVIDE A REINFORCED CONCRETE PAD, SIZED 4" LARGER IN ALL DIRECTIONS THAN THE FOOTPRINT OF THE EQUIPMENT, AND 4" HIGH, FOR ALL FREESTANDING, FLOOR-MOUNTED ELECTRICAL EQUIPMENT. PROVIDE VIBRATION ISOLATORS AND/OR ANCHORS PER MANUFACTURER'S INSTRUCTIONS. PROVIDE HACR RATED CIRCUIT BREAKER FOR ALL HVAC EQUIPMENT. ALL PANELBOARDS OR DISCONNECT SWITCHES LOCATED IN KITCHEN AREAS SHALL BE STAINLESS STEEL (COVER AND DOOR WHERE PANEL IS FLUSH MOUNTED; PANEL BOX, COVER & DOOR WHERE SURFACE MOUNTED). PROVIDE SURGE PROTECTION DEVICE FOR ALL MAIN SERVICE EQUIPMENT, PANELBOARDS SERVING SENSITIVE ELECTRONIC EQUIPMENT (DATA RACKS) OR COMPUTERS, EMERGENCY SWITCHBOARDS AND PANELBOARDS, LIGHTING PANELS SERVING EXTERIOR LIGHTING, POWER CIRCUITS OR LOW VOLTAGE (FIRE ALARM, TELECOMMUNICATIONS) EXITING THE BUILDING. PROVIDE MINIMUM 30A/3P BREAKER IN BRANCH CIRCUIT PANELBOARDS AND 60A/3P IN DISTRIBUTION PANELBOARDS OR SWITCHBOARDS, UNLESS NOTED OTHERWISE, OR PER THE SPD MANUFACTURER'S RECOMMENDATIONS FOR SURGE PROTECTION DEVICE. PROVIDE ARC ENERGY REDUCING MAINTENANCE SWITCH FOR ANY BREAKER RATED (OR ABLE TO BE ADJUSTED TO) 1200A OR HIGHER UNLESS OTHER ARC ENERGY REDUCTION MEANS MEETING NEC 240.87 IS INDICATED ON DRAWINGS/SPECIFICATIONS OR OTHERWISE PROVIDED. FOR ANY PROJECT THAT INCLUDES MULTIPLE ELEVATORS OR THE INSTALLATION/MODIFICATION OF EMERGENCY POWER DISTRIBUTION SYSTEMS (INCLUDING LEGALLY REQUIRED STANDBY SYSTEMS) THE OVERCURRENT PROTECTION DEVICES ASSOCIATED WITH THOSE SYSTEMS SHALL BE SELECTIVELY COORDINATED AS REQUIRED BY THE NEC. PROVIDE DOCUMENTATION TO DEMONSTRATE THE SELECTIVE COORDINATION OF THE DISTRIBUTION SYSTEM TO THE ENGINEER/AHJ. AN OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY SHALL BE SUBMITTED AT THE SAME TIME AS THE SUBMITTALS FOR ANY EQUIPMENT CONTAINING OVERCURRENT PROTECTION DEVICES. CONTRACTOR SHALL SUBMIT OVERCURRENT PROTECTIVE DEVICE SETTINGS FOR ALL ADJUSTABLE BREAKERS AND SHALL ENSURE ALL DEVICES ARE ADJUSTED TO MATCH APPROVED SETTINGS. 1. 2. CONDUCTORS ALL WIRE SHALL BE SIZED AS SHOWN ON THE DRAWINGS. IF NO WIRE SIZE IS SHOWN, THEN WIRE SHALL BE #12 AWG. BRANCH CIRCUITS SHALL BE INCREASED IN SIZE AS REQUIRED TO COMPENSATE FOR VOLTAGE DROP FROM LENGTH OF CIRCUIT DUE TO FIELD ROUTING. FINAL INSTALLATION SHALL NOT EXCEED A MAXIMUM OF 3% VOLTAGE DROP FOR BRANCH CIRCUITS. REFER TO VOLTAGE DROP TABLE BELOW FOR CONDUCTOR SIZES FOR BRANCH CIRCUITS AS FOLLOWS: A. 120V, 20A CIRCUITS SHALL BE: i. #12 FROM 0-70 FT ii. #10 FROM 71-115FT iii. #8 FROM 116-180FT B. 277V, 20A CIRCUITS SHALL BE: i. #12 FROM 0-140FT ii. #10 FROM 141-220FT iii. #8 FROM 221-350FT ANYTHING LONGER THAN THE ABOVE SHALL BE SUBMITTED TO THE ENGINEER WITH CALCULATIONS FOR APPROVAL. 3. ALL CONDUCTORS IN CABINETS MUST BE CAREFULLY FORMED AND HARNESSED SO THAT EACH CONDUCTOR DROPS OFF DIRECTLY OPPOSITE TO TERMINAL. 4. ALL WIRE SIZES ARE BASED ON AMPACITIES FOR 60 DEG F TEMPERATURE RATING FROM 0-100A AND 75 DEG. F TEMPERATURE RATING LISTED IN NEC FOR 100A AND ABOVE. 5. ALL CONDUCTORS SHALL BE COPPER, THHN/THWN; SOLID FOR #10 AWG AND SMALLER; STRANDED FOR #8 AWG AND LARGER. 6. CONDUCTORS USED IN WET LOCATIONS, INCLUDING BUT NOT LIMITED TO UNDERGROUND CONDUITS/ DUCTBANKS AND EXTERIOR CONDUITS SHALL COMPLY WITH NEC 310.10 AND BE LISTED FOR USE IN WET LOCATIONS. 7. ALL POWER CIRCUITS HAVE BEEN DESIGNED TO MEET 2% OR LESS VOLTAGE DROP FOR FEEDERS, AND 3% OR LESS VOLTAGE DROP FOR BRANCH CIRCUITS. 1. 2. 3. 4. GROUNDING FIRE PROTECTION PIPING SHALL NOT BE USED FOR GROUNDING. ALL FEEDERS AND BRANCH CIRCUITS SHALL INCLUDE AN EQUIPMENT GROUND CONDUCTOR. METAL RACEWAYS SHALL NOT BE USED AS THE SOLE EQUIPMENT GROUND. WHERE A PHASE CONDUCTOR IS INCREASED IN SIZE DUE TO VOLTAGE DROP, THE EQUIPMENT GROUND CONDUCTOR SHALL BE INCREASED IN SIZE PROPORTIONATELY. PROVIDE A GROUND BUS BAR IN EACH ELECTRICAL ROOM AND TELECOMMUNICATIONS / IDF/ MDF ROOM FOR ALL NEW CONSTRUCTION AND NEW ROOMS IN EXISTING CONSTRUCTION, AND IN EXISTING CONSTRUCTION WHERE THERE IS NONE INSTALLED WITHIN AN EXISTING ROOM. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. IDENTIFICATION PROVIDE TYPED PANEL DIRECTORIES FOR ALL NEW PANELBOARDS, AND EXISTING PANELBOARDS AFFECTED BY THIS PROJECT. DIRECTORIES SHALL REFLECT PROJECT AS- BUILT CONDITIONS FOR ALL BRANCH CIRCUITS. DIRECTORIES SHALL INCLUDE WHERE EACH PANEL IS FED FROM. ADDITIONALLY, EACH BRANCH CIRCUIT LOAD DESCRIPTION SHALL INCLUDE THE ROOM NUMBER(S) FOR EACH LOAD (I.E., RECEPTACLES-RMS 501,503). ROOM NUMBERS SHALL BE BASED ON ACTUAL ROOM SIGNAGE INSTALLED IN FIELD. COORDINATE EXACT ROOM NUMBERS WITH ARCHITECT/ENGINEER AND OWNER PRIOR TO COMPLETION OF PANELDIRECTORIES. PROVIDE ENGRAVED PLASTIC LAMINATE NAME TAGS ON EACH SWITCHBOARD, SWITCHGEAR, DISTRIBUTION PANEL, PANELBOARD, MOTOR CONTROL CENTER, SAFETY SWITCH, ENCLOSED CIRCUIT BREAKER, CABINET, STEP-DOWN TRANSFORMER, TRANSFER SWITCH, ETC., AND ANY OTHER MAJOR COMPONENT OF THE ELECTRICAL SYSTEM. PROVIDE ENGRAVED PLASTIC LAMINATE NAME TAGS FOR EACH DISTRIBUTION BREAKER OR BRANCH CIRCUIT BREAKER IN SWITCHGEAR, SWITCHBOARDS, MOTOR CONTROL CENTERS AND OTHER DISTRIBUTION EQUIPMENT. NAME TAG SHALL INCLUDE LOAD DESCRIPTION AND ROOM NUMBER FOR EACH LOAD. ARC FLASH DANGER/WARNING LABELS SHALL BE APPLIED TO SWITCHBOARD, PANELBOARDS, AND EQUIPMENT CONTROLLERS PER NEC. PROVIDE LABELS ON THE INSIDE OF EACH DEVICE COVERPLATE, IDENTIFYING THE PANEL(S)/ CIRCUIT NUMBER(S) DEVICE IS CONNECTED TO. PROVIDE NEATLY, HANDWRITTEN IDENTIFICATION ON THE EXTERIOR COVER OF ALL JUNCTION BOXES, PULLBOXES AND WIREWAYS, IDENTIFYING THE PANEL(S)/ CIRCUIT NUMBER(S) CONTAINED WITHIN. PROVIDE A PERMANENT SIGN ON THE MAIN ELECTRICAL ROOM DOOR TO THE BUILDING STATING THAT THE MAIN SERVICE DISCONNECTING MEANS IS LOCATED INSIDE. PROVIDE A PERMANENT LABEL ON ALL PANELBOARDS, SWITCHBOARDS, SWITCHGEAR, MOTOR CONTROL CENTERS AND DISTRIBUTION PANELS STATING "DO NOT WORK ON EQUIPMENT WHILE ENERGIZED. LOCK- OUT TAG-OUT REQUIRED". PROVIDE REQUIRED IDENTIFICATION PER ANSI STANDARDS, NEC REQUIREMENTS, AND OWNER'S PUBLISHED DESIGN STANDARDS WHERE APPLICABLE. PROVIDE ENGRAVED PHENOLIC LABEL ON ALL NEW SERVICE EQUIPMENT TO INDICATE THE MAXIMUM AVAILABLE FAULT CURRENT AND THE DATE THE FAULT CURRENT CALCULATION WAS PERFORMED. PROVIDE LABEL ON ALL EXISTING SERVICE EQUIPMENT WHEN MODIFICATIONS OCCUR THAT AFFECT THE MAXIMUM AVAILABLE FAULT CURRENT AT THE SERVICE. PROVIDE ARC FLASH HAZARD ANALYSIS PER NFPA 70E FOR ANY EQUIPMENT INCLUDED WITHIN THE SCOPE OF WORK. INCIDENT ENERGY VALUES SHALL BE INCLUDED ON THE ARC FLASH WARNING LABELS FOR EACH EQUIPMENT . 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. DEVICES, LIGHT FIXTURES AND EQUIPMENT SHOWN IN DASHED LINE TYPE ARE EXISTING TO BE DEMOLISHED; DEVICES, LIGHT FIXTURES AND EQUIPMENT SHOWN IN LIGHT (SCREENED) SOLID LINE TYPE ARE EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. EXISTING EQUIPMENT, LIGHT FIXTURES AND DEVICES SHOWN ARE BASED ON FIELD SURVEYS AND RECORD DRAWINGS PROVIDED BY THE OWNER AND ARE NOT NECESSARILY INCLUSIVE OF ALL EXISTING ELECTRICAL EQUIPMENT, LIGHT FIXTURES AND DEVICES WITHIN PROJECT AREAS. IT IS THE INTENT THAT THE DEMOLITION PLANS PROVIDE A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. ANY DISCREPANCIES OR CONDITIONS NOT SHOWN ON THE PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED ELECTRICAL DEMOLITION WHETHER INDICATED ON THE PLANS OR NOT. EXISTING CIRCUITING SHOWN IS BASED ON RECORD DRAWINGS AND THE SURVEYED PANEL DIRECTORIES, WHERE THEY WERE AVAILABLE. THE ACTUAL CONDITIONS MAY VARY. ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO BID. THE CONDITIONS SHOWN ARE INTENDED TO SHOW THE LOCATIONS OF EXISTING DEVICES, LIGHT FIXTURES AND EQUIPMENT, WHERE SHOWN ON THE PLAN DRAWINGS, AND IN NO WAY RELIEVES THE CONTRACTOR FROM PROVIDING ANY AND ALL COORDINATION NECESSARY TO COMPLETE THE NEW WORK. FIELD CONDITIONS SHALL GOVERN. WHERE EXISTING DEVICES ARE INDICATED TO REMAIN OR BE RELOCATED, ARE WITHIN THE SCOPE OF THIS PROJECT AND EXISTING CIRCUITING INFORMATION IS UNAVAILABLE, CONTRACTOR IS TO PROVIDE CIRCUIT TRACING TO IDENTIFY PANEL AND CIRCUIT SERVING THE DEVICE TO AND PROVIDE THAT INFORMATION TO THE ARCHITECT/ENGINEER PRIOR TO ROUTING CONDUITS AND WIRING FOR NEW DEVICES AND EQUIPMENT WITHIN THE SCOPE OF THIS PROJECT. WHERE EXISTING DEVICES ARE TO REMAIN, CONTRACTOR MUST EXTEND EXISTING CIRCUITING WHERE NECESSARY TO MAINTAIN CONTINUITY OF CIRCUIT. COORDINATE WITH THE OWNER FOR DISPOSITION OF ELECTRICAL ITEMS TO BE DEMOLISHED. OWNER SHALL HAVE THE OPTION TO RETAIN REUSABLE ITEMS SUCH AS COVERPLATES, RECEPTACLES, LIGHT FIXTURES, PANELBOARDS, TRANSFORMERS, ETC. NOT BEING USED IN THE FINISHED WORK. COORDINATE WITH THE OWNER PRIOR TO START OF DEMOLITION. PROPERLY AND LEGALLY DISPOSE OF ALL EQUIPMENT AND MATERIALS BEING REMOVED. COORDINATE EXACT AREAS, WALLS, CEILINGS, ETC. TO BE DEMOLISHED WITH ARCHITECTURAL, STRUCTURAL, PLUMBING AND MECHANICAL DEMOLITION PLANS. WHERE EXISTING DEVICES, LIGHT FIXTURES AND EQUIPMENT ARE INDICATED TO BE DEMOLISHED, REMOVE ASSOCIATED CONDUIT AND WIRING BACK TO SOURCE PANEL OR TO NEAREST JUNCTION BOX TO MAINTAIN CIRCUIT CONTINUITY OF DEVICES AND EQUIPMENT TO REMAIN. WHERE PANELS ARE TO REMAIN, TURN BREAKER TO "OFF" POSITION AND LABEL THE CIRCUIT AS "SPARE" ON THE PANEL DIRECTORY. ALL AREAS OUTSIDE THE SCOPE OF CONSTRUCTION ARE TO REMAIN ENERGIZED. COORDINATE PHASING WITH CONSTRUCTION MANAGER AND OWNER PRIOR TO DEMOLITION OF ANY ITEM WHICH MAY RESULT IN INTERRUPTION OF POWER. REFER TO ARCHITECTURAL DEMOLITION DRAWINGS FOR EXTENT OF AREA REQUIRING DEMOLITION AND ADDITIONAL INFORMATION ON ELECTRICAL DEMOLITION WITHIN THAT AREA. DISCONNECT ELECTRICAL SERVICE TO ALL EQUIPMENT BEING REMOVED. DEMOLITION SHALL BE PHASED AS REQUIRED BY DIVISION 1 OR DIRECTED BY THE OWNER. REMOVE ALL CONDUIT LEFT EXPOSED BY REMOVAL OF WALLS AND CEILINGS IN REMODELED OR RENOVATED AREA. CAP BOTH ENDS OF REMAINING CONDUIT IN WALL OR FLOOR WHERE CUT. ELECTRICAL DEVICES CONCEALED BY STORAGE SHELVING, CASEWORK, FURNITURE, ETC., AND NOT NOTED ON THE DEMOLITION DRAWINGS ARE TO BE REMOVED AS REQUIRED, UNLESS SHOWN AS EXISTING TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING ALL OPENINGS IN EXISTING CONSTRUCTION AFTER REMOVAL OF EQUIPMENT AND ELECTRICAL DEVICES, UNLESS OTHERWISE NOTED ON ARCHITECTURAL PLANS. REPAIRS ARE TO BE DONE TO LOGICAL EDGES OF SURFACES AFFECTED AND SHALL MATCH IMMEDIATELY ADJACENT AREAS IN CONSTRUCTION, MATERIAL, FIRE RATING, FINISH AND COLOR. PROVIDE BLANK COVERPLATES WHERE DEVICES ARE BEING REMOVED FROM EXISTING WALLS TO REMAIN. MATCH COLOR OF NEW ADJACENT DEVICE COVERPLATES. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK AND OBTAIN CLARIFICATIONS FROM ARCHITECT/ENGINEER IF NECESSARY. COORDINATE ALL POWER INTERRUPTION WITH CONSTRUCTION MANAGER, OWNER, LANDLORD, AND UTILITY COMPANY (WHERE APPLICABLE) AND DO NOT INTERRUPT POWER WITHOUT WRITTEN PERMISSION. PROVIDE A MINIMUM OF ONE WEEK'S WRITTEN NOTIFICATION PRIOR TO WHEN POWER IS DESIRED TO BE INTERRUPTED. CONTRACTOR SHALL INVESTIGATE AND IDENTIFY ALL LOADS TO BE AFFECTED BY THE REQUESTED INTERRUPTION. CONTRACTOR SHALL SUBMIT WRITTEN SEQUENCE OF STEPS FOR EACH SHUTDOWN ALONG WITH THE ESTIMATED INTERRUPTION DURATIONS. MAKE ARRANGEMENTS TO MAINTAIN POWER TO ALL EXISTING NECESSARY LIGHTING, DEVICES AND EQUIPMENT AS NEEDED AND REQUESTED BY THE OWNER PRIOR TO COMMENCEMENT OF WORK. EXERCISE EXTREME CAUTION WHEN REMOVING/ RELOCATING WIRING AND EQUIPMENT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT OTHER WIRING DEVICES, EQUIPMENT AND LIGHT FIXTURES THAT MAY BE CONNECTED TO THE SAME CIRCUIT REMAIN OPERATIONAL AND ACTIVE. INFORMATION INDICATED IN THE DEMOLITION PORTION OF THE CONTRACT DRAWINGS IS DIAGRAMMATIC IN NATURE. FIELD VERIFY ELECTRICAL CIRCUIT HOMERUNS TO ALL ELECTRICAL ITEMS SCHEDULED TO BE DEMOLISHED AND PERFORM THE WORK AS INTENDED AND DEPICTED ON THE DRAWINGS. UPDATE ALL EXISTING ELECTRICAL EQUIPMENT NAMEPLATES AND DIRECTORIES AS NECESSARY TO REFLECT FINAL AS- BUILT CONDITIONS AT THE END OF CONSTRUCTION. STORE ITEMS INDICATED TO BE RETURNED TO THE OWNER IN A DRY, CLEAN AND PROTECTED AREA. NOTIFY OWNER WHEN ITEMS ARE READY TO BE REMOVED. COORDINATE ANY ALTERATION AND CHANGES TO THE ELECTRICAL SERVICE WITH THE LOCAL UTILITY COMPANY AND THE OWNER PRIOR TO COMMENCEMENT OF WORK. PROVIDE ANY NECESSARY REPROGRAMMING OF EXISTING BUILDING FIRE ALARM SYSTEMS TO DISABLE FIRE ALARM DEVICES THAT ARE BEING DISCONNECTED AND REMOVED, AND FOR ANY NEW DEVICES THATARE ADDED, AS PART OF BID PRICE. ALL CONDUITS SERVING OTHER SPACES THAT RUN THROUGH THE PROJECT AREA SHALL REMAIN ACTIVE DURING CONSTRUCTION SO AS NOT TO CAUSE DISRUPTION TO THESE OTHER SPACES. ENSURE THAT ALL CONDUITS, NEW OR EXISTING WITHIN THE PROJECT AREA ARE PROPERLY SUPPORTED IN ACCORDANCE WITH THE NEC. REMOVE ALL ABANDONED WIRING AND CONDUIT THAT IS WITHIN THE PROJECT AREA PRIOR TO THE END OF CONSTRUCTION. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. COORDINATION: VERIFY AND COORDINATE LOCATIONS OF ANY MISCELLANEOUS EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS (I.E., COPIERS, FAX MACHINES, PRINTERS, KITCHEN APPLIANCES, LAUNDRY APPLIANCES, PROJECTION SCREENS, SHOP TOOLS, MACHINE, ELEVATORS, ETC.) WITH APPROVED SHOP DRAWINGS, OWNER-PROVIDED CUT SHEETS, MANUFACTURER'S INSTRUCTIONS, AND EQUIPMENT NAMEPLATE INFORMATION, PRIOR TO ROUGH IN, AND PROVIDE ALL NECESSARY ELECTRICAL REQUIRED. VERIFY AND COORDINATE LOCATIONS AND EXACT ELECTRICAL REQUIREMENTS FOR ALL MECHANICAL, PLUMBING AND FIRE PROTECTION EQUIPMENT PRIOR TO SUBMITTAL OF SHOP DRAWINGS OF ELECTRICAL EQUIPMENT. PROVIDE ALL NECESSARY RACEWAYS, CONDUCTORS, BOXES, EQUIPMENT, ACCESSORIES, ASSOCIATED DISCONNECT SWITCHES, CIRCUIT BREAKERS, CONTROL TRANSFORMERS, FIRE ALARM SHUTDOWN, ETC. REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. COORDINATE WITH APPROPRIATE TRADE'S APPROVED SHOP DRAWINGS, MANUFACTURER'S INSTRUCTIONS, AND EQUIPMENT NAMEPLATE INFORMATION, PRIOR TO ROUGH IN, AND PROVIDE ALL NECESSARY ELECTRICAL REQUIRED, UNLESS NOTED OTHERWISE. THIS PROJECT REQUIRES COORDINATION DRAWINGS BY THE CONTRACTOR. PARTICIPATE IN THE COORDINATION DRAWING PREPARATION PROCESS AND PROVIDE ALL NECESSARY INFORMATION REQUIRED TO COORDINATE ALL TRADE INFORMATION. ALL WORK ON THE ELECTRICAL SYSTEM REQUIRED BY THE CONTRACT DOCUMENTS SHALL BE COORDINATED WITH THE WORK OF ALL OTHER DIVISIONS/TRADES PRIOR TO COMMENCEMENT OF WORK. AVOID INTERFERENCES WITH THE PROGRESS OF OTHER DIVISIONS/TRADES. WHERE WALLS ARE OF TILT-UP OR PRE-CAST CONSTRUCTION, PROVIDE COORDINATION FOR EXACT DIMENSIONS AND OPENINGS REQUIRED FOR ALL ELECTRICAL COMPONENTS INSTALLED WITHIN SUCH WALLSDURING THE SHOP DRAWING REVIEW PROCESS OF THE WALLS, PRIOR TO CONSTRUCTION OF THE WALLS. LOCATIONS OF VFD'S, DISCONNECTS, MOTOR STARTERS, ETC. FOR HVAC EQUIPMENT ARE DIAGRAMMATIC ON THE PLAN DRAWINGS. EXACT LOCATIONS ARE TO BE COORDINATED WITH CONTRACTOR'S COORDINATION DRAWINGS PRIOR TO ROUGH-IN TO ENSURE PROPER NEC CLEARANCES AND APPROPRIATE MOUNTING SURFACE. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, CIVIL, LANDSCAPE, INTERIOR DESIGN, TECHNOLOGY, STRUCTURAL, AND VENDOR EQUIPMENT DRAWINGS FOR RELATED INFORMATION AND ADDITIONAL INSTALLATION REQUIREMENTS TO BE PERFORMED AS PART OF THE WORK. WHERE A DISCREPANCY OR CONFLICT IS FOUND BETWEEN ONE DRAWING AND ANOTHER, OR BETWEEN A DRAWING AND APPLICABLE SPECIFICATIONS, NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY IN WRITTEN FORM. IN GENERAL, THE MOST STRINGENT REQUIREMENT SHALL GOVERN UNLESS THE DISCREPANCY CONFLICTS WITH APPLICABLE CODES OR OWNER'S DESIGN STANDARDS, WHEREIN THE CODE OR OWNER'S DESIGN STANDARDS SHALL GOVERN. CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND/OR SITE AFFECTED BY THIS WORK PRIOR TO SUBMITTING BID PRICE, SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT MAY AFFECT EXECUTION OF THE WORK. SUBMISSION OF A BID PRICE SHALL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT AND/OR MATERIALS REQUIRED DUE TO DIFFICULTIES ENCOUNTERED THAT COULD HAVE BEEN REASONABLY OBSERVED WILL NOT BE RECOGNIZED. COORDINATE ALL PROJECT SCHEDULING AND PHASING REQUIREMENTS WITH ARCHITECT/ENGINEER AND OWNER PRIOR TO SUBMITTING BID PRICE. THIS PROJECT MAY REQUIRE PHASING SEQUENCES AND POTENTIAL PREMIUM TIME WORK AND ALL COSTS FOR SUCH SHALL BE INCLUDED IN THE BID PRICE. PROVIDE ADEQUATE WORK FORCE AND EQUIPMENT, AND INCLUDE PREMIUM TIME AS MAY BE REQUIRED IN ORDER TO ADHERE TO THE PROJECT SCHEDULE. ADDITIONALLY, ENSURE THAT LONG LEAD ITEMS DO NOT IMPACT THE PROJECT'S SCHEDULE OR PHASING. ANY TEMPORARY INTERRUPTION OF POWER REQUIRED FOR THE SYSTEM TIE-IN OR SWITCHOVER FOR ANY PORTION OF THE ELECTRICAL SYSTEM SHALL BE PRE-APPROVED IN WRITING BY THE OWNER AND SCHEDULED IN ADVANCE. COORDINATE EXACT REQUIREMENTS WITH THE LOCAL UTILITY COMPANIES AND PROVIDERS (ELECTRIC, TELEPHONE, CABLE TV, ETC.) AND INCLUDE ALL COSTS FOR PROVIDING TEMPORARY AND PERMANENT SERVICES REQUIRED FOR THIS PROJECT IN THE BID PRICE. BID PRICE SHALL INCLUDE, BUT NOT BE LIMITED TO, EXCAVATION, RACEWAYS, BACKFILL, EQUIPMENT, EQUIPMENT PADS, BACKBOARDS, METERS, GROUNDING, UTILITY ENGINEERING AND IMPACT FEES. CONDUCT WORK OPERATIONS AND DEBRIS REMOVAL IN A MANNER THAT ENSURES MINIMUM INTERFERENCE WITH NORMAL BUSINESS OPERATIONS, TRAFFIC, PARKING, ETC. ONGOING IN ADJACENT OCCUPIED SPACES OR FACILITIES. PROVIDE ALL THAT IS REQUIRED TO EFFECTIVELY PROTECT SURROUNDING OCCUPANTS, EQUIPMENT, FINISHES, FURNITURE, ETC. FROM DAMAGE OR EXCESSIVE NOISE THROUGHOUT THE DURATION OF THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR ANYLOSSES OR ANY DAMAGE RESULTING FROM THE FAILURE TO ADHERE TO THIS REQUIREMENT. RESTORE DAMAGED ELEMENTS TO ORIGINAL CONDITION TO THE SATISFACTION OF THE ARCHITECT/ENGINEER AND OWNER, AT NO ADDITIONAL COSTS. REPORT OF ANY SUCH OCCURRENCE TO THE ARCHITECT/ENGINEER AND OWNER IMMEDIATELY AND AWAIT WRITTEN DIRECTION PRIOR TO PROCEEDING WITH REPAIRS. COORDINATE THE LOCATION OF ALL LIGHT FIXTURES, DEVICES AND BOXES WITH WINDOWS, MIRRORS, MILLWORK, CABINETS, GLASS CURTAIN WALLS, AND GLASS WALLS PRIOR TO INSTALLATION OF CONDUITS OR BOXES. REVIEW ALL CONTRACT DRAWINGS TO ASCERTAIN ANY CONFLICTS PRIOR TO BIDDING. OBTAIN CLARIFICATION FROM THE ARCHITECT/ENGINEER PRIOR TO BID. CONTRACTOR SHALL NOT BE ENTITLED TO ADDITIONAL COMPENSATION FOR WORK REQUIRED TO RELOCATE OUTLET BOXES OR RACEWAYS FOR COORDINATION WITH OTHER TRADE'S WORK. 1. 2. 3. MISCELLANEOUS CIRCUIT INSTALLATION REQUIREMENTS: PROVIDE 120V 20A 5-20R RECEPTACLE AT ALL FAN COIL UNITS FOR CONDENSATE PUMP POWER AND HOT WATER RECIRCULATING PUMPS, WHETHER SHOWN ON PLANS OR NOT. RECEPTACLE IS TO BE CONNECTED TO NEAREST 120V RECEPTACLE CIRCUIT. PROVIDE 120V CONNECTION TO ALL MOTORORIZED DAMPERS INDICATED ON MECHANICAL PLANS, WHETHER SHOWN ON DIVISION 26 DRAWINGS OR NOT. FIRE/SMOKE DAMPER CIRCUITS ARE TO BE PROVIDED AS SHOWN ON FIRE SMOKE DAMPER DETAIL ON THE DETAILS SHEET. COORDINATE RECEPTACLE LOCATIONS WITH TECHNOLOGY DRAWINGS OR OWNER'S VENDOR DRAWINGS SO THAT A 120V 20A 5-20R RECEPTACLE IS LOCATED ADJACENT TO EACH VOICE/DATA OUTLET AND TV OUTLET INDICATED ON PLANS. RECEPTACLE IS TO BE CONNECTED TO NEAREST 120V RECEPTACLE CIRCUIT, UNLESS OTHERWISE NOTED ON PLANS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. GENERAL REQUIREMENTS THE DRAWINGS AND APPLICABLE SPECIFICATIONS SHALL BE CONSIDERED SUPPLEMENTARY, ONE TO THE OTHER AND ARE CONSIDERED THE "CONTRACT DOCUMENTS". ALL WORKMANSHIP, METHODS AND/OR MATERIALS DESCRIBED OR IMPLIED BY ONE AND NOT DESCRIBED OR IMPLIED BY THE OTHER SHALL BE PROVIDED, FURNISHED OR PERFORMED AS IF IT HAD APPEARED IN BOTH SECTIONS. THE TERM "CONTRACT DOCUMENTS" DESCRIBED HEREIN IS NOT LIMITED SOLELY TO THE ELECTRICAL PORTION OF THE DRAWINGS AND SPECIFICATIONS BUT ENCOMPASSES THE DRAWINGS AND SPECIFICATIONS OF ALL DIVISIONS AS A WHOLE. THE DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW EVERY DETAIL OF CONSTRUCTION, METHODS, MATERIALS AND EQUIPMENT, OR EXACT LOCATIONS, ROUTING, ETC. THEY INDICATE THE RESULT TO BE ACHIEVED BY THE ASSEMBLAGE OF SEVERAL SYSTEMS FOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. DO NOT SCALE THE CONTRACT DOCUMENTS. COORDINATE EXACT EQUIPMENT LOCATIONS WITH THE ARCHITECTURAL, CIVIL AND STRUCTURAL CONTRACT DOCUMENTS, AS WELL AS FIELD CONDITIONS, APPROVED SHOP DRAWINGS AND WORK OF ALL OTHER DIVISIONS/TRADES. THE TERM "PROVIDE" USED IN THE CONTRACT DOCUMENTS INDICATES TO FURNISH AND INSTALL MATERIALS REQUIRED FOR CORRECT INSTALLATION OF A COMPLETE SYSTEM, UNLESS SPECIFICALLY NOTED OTHERWISE. UNLESS NOTED AS EXISTING, ALL ELECTRICAL INDICATED ON THE CONTRACT DOCUMENTS SHALL BE NEW, SHALL BE U.L. LISTED, AND SHALL BEAR A U.L. LABEL. WHERE NO U.L. LABEL OR LISTING IS AVAILABLE, THE MATERIAL SHALL BE LISTED WITH AN APPROVED, NATIONALLY RECOGNIZED ELECTRICAL TESTING AGENCY. PROVIDE EXPERIENCED, QUALIFIED AND RESPONSIBLE SUPERVISION FOR ALL WORK REQUIRED BY THE CONTRACT DOCUMENTS. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, TO THE SATISFACTION OF THE ARCHITECT/ENGINEER AND OWNER. CARRY ALL INSURANCE REQUIRED TO PROTECT AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THIS PROJECT. GUARANTEE ALL MATERIALS AND WORKMANSHIP ARE FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE ARCHITECT/ENGINEER AND OWNER, UNLESS NOTED OTHERWISE IN DIVISION 1. AT NO ADDITIONAL COSTS, PROVIDE THE CORRECTION OF ANY DEFECTS INCLUDING REPAIR OR REPLACEMENT. INCLUDE ALL COSTS ASSOCIATED WITH PERMITS, LICENSES, FEES, INSPECTIONS, TESTING AND TEMPORARY POWER IN THE BID PRICE, UNLESS NOTED OTHERWISE. IF HAZARDOUS MATERIALS ARE ENCOUNTERED, COMPLY WITH ALL APPLICABLE RULES, REGULATIONS AND GUIDELINES CONCERNING REMOVAL, HANDLING, DISPOSAL AND PROTECTION AGAINST ENVIRONMENTAL EXPOSURE OR POLLUTION. PROVIDE DOCUMENTATION OF SAID COMPLIANCE. PROVIDE ELECTRONIC SUBMITTALS (PRODUCT DATA & SHOP DRAWINGS) FOR EACH MAJOR COMPONENT OF THE ELECTRICAL SYSTEM FOR REVIEW BY THE ARCHITECT/ENGINEER AND OWNER. MAJOR COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO, RACEWAYS, BOXES, WIRE AND CABLE, EQUIPMENT, DEVICES, LIGHT FIXTURES, SWITCHGEAR, PANELBOARDS, CIRCUIT BREAKERS, SAFETY SWITCHES, FIRE ALARM SYSTEM, ETC. ALL SUBMITTALS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR FOR CONFORMANCE WITH THE PROJECT REQUIREMENTS PRIOR TO SUBMITTING TO THE ARCHITECT/ENGINEER. ALLOW A MINIMUM OF TEN (10) BUSINESS DAYS FOR REVIEW BY ARCHITECT/ENGINEER, UNLESS NOTED OTHERWISE IN DIVISION 1. THE ELECTRICAL PORTION OF THE CONTRACT DOCUMENTS ARE COORDINATED WITH THE DESIGN BASIS EQUIPMENT SPECIFIED BY DIVISION 26 AND OTHER DIVISIONS. WHERE THE CONTRACTOR ELECTS TO SUBSTITUTE A PRODUCT IN LIEU OF PROVIDING THE DESIGN BASIS, AND SAID SUBSTITUTION IS ACCEPTED BY THE ARCHITECT/ENGINEER AND OWNER, THE CONTRACTOR SHALL MAKE ALL CORRECTIONS TO THE ELECTRICAL SYSTEM NECESSARY IN ORDER TO ENSURE A COMPLETE AND OPERATIONAL INSTALLATION OF THE EQUIPMENT AT NO ADDITIONAL COSTS. WHERE THE CONTRACTOR'S DESIGN SUBSTITUTION RESULTS IN THE NEED FOR THE ENGINEER TO REVISE THE CONTRACT DOCUMENTS, THE ENGINEER RESERVES THE RIGHT TO REQUEST COMPENSATION FROM THE CONTRACTOR FOR SAID SERVICES. MAINTAIN A CURRENT AND ACCURATE SET OF PROJECT RECORD DOCUMENTS (AS-BUILTS) AT THE SITE THROUGHOUT THE DURATION OF THE PROJECT. RECORD DRAWINGS SHALL BE UPDATED EACH DAY TO REFLECT THE ACTUAL LOCATIONS, SIZES, ROUTING, ETC. OF EACH PORTION OF THE ELECTRICAL SYSTEM AFFECTED BY THIS WORK. A FINAL SET OF RECORD DOCUMENTS SHALL BE ISSUED TO THE ARCHITECT/ ENGINEER FOR REVIEW AND THEN SUBMITTED TO THE OWNER WITHIN 30 DAYS AFTER THE DATE OF FINAL ACCEPTANCE. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION INCLUDING SINGLE LINE DIAGRAM, POWER RISER DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM, SITE PLANS AND ALL ELECTRICAL FLOORPLANS, DETAILS, PANEL SCHEDULES, ETC. PROVIDE AN OPERATING AND MAINTENANCE MANUAL TO OWNER PRIOR TO THE FINAL ACCEPTANCE. THE MANUAL SHALL INCLUDE, AS A MINIMUM, (1) SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. ALSO PROVIDE TWO OPERATIONS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINEMAINTENANCE ACTIONS AND METHOD OF OPERATION FOR EQUIPMENT SHALL BE CLEARLY IDENTIFIED, AND THE NAME, PHONE NUMBER AND ADDRESS OF AT LEAST ONE QUALIFIED SERVICE AGENCY. INCLUDE ALL COSTS FOR EXCAVATION, SAW CUTTING, DIRECTIONAL BORING, CORE DRILLING, BACKFILLING, SURFACE RESTORATION, REPAIR OF FINISHES, ETC. THAT IS REQUIRED IN ORDER TO MEET THE PROJECT REQUIREMENTS. INCLUDE IN BID ALL COSTS ASSOCIATED WITH TEMPORARY ELECTRICAL SERVICE AS REQUIRED FOR USE BY ALL TRADES DURING CONSTRUCTION. REMOVE TEMPORARY POWER AT THE COMPLETION OF THE PROJECT. OBTAIN AND PAY FOR ALL REQUIRED PERMITS FOR TEMPORARY POWER. ENGINEER OF RECORD SHALL BE PROVIDED WITH ADDITIONAL COMPENSATION FROM THE CONTRACTOR WHERE SIGNED & SEALED DRAWINGS ARE REQUESTED BY THE CONTRACTOR TO THE ENGINEER OF RECORD IF REQUIRED BY THE AHJ FOR THE TEMPORARY POWER. LOCATE, IDENTIFY, PROTECT AND DOCUMENT ALL UTILITY LINES LOCATED WITHIN THE PROJECT BOUNDARY. FOR LOCATING SITE UTILITIES, CONTACT ALL LOCAL MUNICIPALITIES AND UTILITIES AT LEAST 48 HOURS PRIOR TO DIGGING. INCLUDE IN BID THE TRANSPORT AND DISPOSAL OR RECYCLING OF ALL WASTE MATERIALS GENERATED BY THIS PROJECT IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL RULES, REGULATIONS AND GUIDELINES APPLICABLE. COMPLY FULLY WITH ALL APPLICABLE STATUTES REGARDING MERCURY-CONTAINING DEVICES, AND WITH ALL LOCAL, STATE AND FEDERAL APPLICABLE GUIDELINES AT THE TIME OF DISPOSAL. PROVIDE OWNER WITH WRITTEN CERTIFICATION OF ACCEPTED DISPOSAL. PROVIDE A COMPLETE UL LISTED LIGHTNING PROTECTION SYSTEM WITH A MASTER LABEL FOR THE ENTIRE FACILITY PER THE REQUIREMENTS OF NFPA 780, AND THE DIVISION 26 SPECIFICATIONS, UNLESS NOTED OTHERWISE. LIGHTNING PROTECTION SYSTEM SHALL INCLUDE BURIED COUNTERPOISE, UNLESS NOTED OTHERWISE. • • • 1. 2. 3. 4. 5. 6. 7. • • • • • • • • • • • • • APPLICABLE CODES: ALL WORK UNDER THIS DIVISION SHALL BE IN STRICT COMPLIANCE AND IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE FOLLOWING CODES AND STANDARDS INCLUDING THE REGULATIONS OF GOVERNING LOCAL, STATE, COUNTY AND OTHER APPLICABLE CODES. REFER TO SPECIFICATIONS FOR ADDITIONAL CODE REQUIREMENTS: BUILDING CODES: INTERNATIONAL BUILDING CODE (2024) INTERNATIONAL ENERGY CONSERVATION CODE (2024) INTERNATIONAL FIRE CODE (2024) ADDITIONAL CODES, STANDARDS, AND REQUIREMENTS AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE). NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA). REQUIREMENTS OF LOCAL POWER COMPANY. THE AMERICANS WITH DISABILITIES ACT (ADA). OWNER'S PUBLISHED DESIGN STANDARDS. WIND LOAD 180MPH, EXPOSURE D. ALL MATERIALS SHALL BE NEW AND FREE OF DEFECTS, AND SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LAB, AS DEFINED BY OSHA. WHERE NO LABELING OR LISTING SERVICE IS AVAILABLE FOR CERTAIN TYPES OF EQUIPMENT, TEST DATA SHALL BE SUBMITTED TO VALIDATE THAT EQUIPMENT MEETS OF EXCEEDS AVAILABLE STANDARDS. NATIONAL FIRE PROTECTION (NFPA) STANDARDS: NFPA 10, 2022 EDITION, STANDARD FOR PORTABLE FIRE EXTINGUISHERS. NFPA 30, 2024 EDITION, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE. NFPA 37, 2024 EDITION, STANDARD FOR THE INSTALLATION AND USE OF STATIONARY COMBUSTION ENGINES AND GAS TURBINES. NFPA 54, 2024 EDITION, NATIONAL FUEL GAS CODE. NFPA 70, 2023 EDITION, NATIONAL ELECTRICAL CODE®. NFPA 72, 2022 EDITION, NATIONAL FIRE ALARM AND SIGNALING CODE. NFPA 75, 2023 EDITION, STANDARD FOR THE PROTECTION OF INFORMATION TECHNOLOGY EQUIPMENT. NFPA 90A, 2024 EDITION, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS. NFPA 90B, 2024 EDITION, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITIONING SYSTEMS. NFPA 101, 2024 EDITION, LIFE SAFETY CODE®. NFPA 110, 2022 EDITION, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS. NFPA 111, 2022 EDITION, STANDARD ON STORED ELECTRICAL ENERGY EMERGENCY AND STANDBY POWER SYSTEMS. NPFA 780, 2023 EDITION, INSTALLATION OF LIGHTNING PROTECTION SYSTEMS 1. 2. TECHNOLOGY REQUIREMENTS: THE INFRASTRUCTURE FOR THE ACCESS CONTROL/ CCTV OR SECURITY ELECTRONICS SYSTEM (CONDUITS, ELECTRICAL BOXES) SHALL BE INSTALLED BY DIVISION 26. THE ACCESS CONTROL/ CCTV OR SECURITY ELECTRONICS SYSTEM CONTRACTOR SHALL PROVIDE AND INSTALL THE WIRE AND CABLE FOR THE SYSTEM AND ALL REQUIRED EQUIPMENT. INSTALLATION OF THE CONDUITS AND ELECTRICAL BOXES SHALL BE UNDER THE DIRECT SUPERVISION OF THE ACCESS CONTROL/ CCTV SYSTEM CONTRACTOR. COORDINATE EXACT LOCATIONS OF DEVICES, RACEWAY LOCATIONS, SIZES AND QUANTITY, AND CONDUIT STUB-UPS PRIOR TO ROUGH IN. THE INFRASTRUCTURE FOR THE VOICE/DATA TELECOMMUNICATIONS SYSTEM (CONDUITS, ELECTRICAL BOXES) SHALL BE INSTALLED BY DIVISION 26. THE TELECOMMUNICATIONS CONTRACTOR SHALL PROVIDE AND INSTALL THE WIRE AND CABLE FOR THE SYSTEM AND ALL REQUIRED EQUIPMENT AND COMPONENTS. INSTALLATION OF THE CONDUITS AND ELECTRICAL BOXES SHALL BE UNDER THE DIRECT SUPERVISION OF THE TELECOMMUNICATIONS CONTRACTOR. COORDINATE EXACT LOCATIONS OF DEVICES, RACEWAY LOCATIONS, SIZES AND QUANTITY, AND CONDUIT STUB-UPS PRIOR TO ROUGH-IN. APPLICABLE CODES ELECTRICAL DEMOLITION NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. RACEWAYS FLEXIBLE METAL CONDUIT AND LIQUIDTIGHT FLEXIBLE METAL CONDUIT (FMC & LFMC) SHALL NOT BE USED IN LENGTHS THAT EXCEED 6'-0" UNLESS SPECIFICALLY NOTED OTHERWISE, OR UNLESS THE ARCHITECT/ENGINEER GRANTS WRITTEN PERMISSION. ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS, INCLUDING LOW VOLTAGE SYSTEMS, SHALL BE INSTALLED IN A COMPLETE RACEWAY SYSTEM (CONDUIT) UNLESS SPECIFICALLY NOTED OTHERWISE. THE USE OF ELECTRICAL NON-METALLIC TUBING (ENT) AND LIQUIDTIGHT FLEXIBLE NON-METALLIC CONDUIT (LFNC) ARE PERMISSION. CONNECTIONS TO TRANSFORMERS, AHU'S, AND PUMPS SHALL BE WITH LIGUIDTIGHT, FLEXIBLE METAL CONDUIT. NO PVC CONDUIT MAY BE USED INSIDE OF BUILDING UNLESS ROUTED UNDERGROUND, AND UNLESS NOTED OTHERWISE. ALL CONDUIT TERMINATIONS AT TERMINAL BOARDS ARE TO HAVE GROUNDING BUSHINGS AT CONDUIT ENDS. ALL CONDUITS ARE TO BE CONCEALED UNLESS IMPOSSIBLE DUE TO EXISTING CONDITIONS (I.E., EXPOSED CEILINGS, BUILDING EXTERIOR WALL RUNS). CONCEAL ALL CONDUITS ABOVE CEILINGS OR IN WALLS AND MILLWORK. WHERE EXISTING CONDITIONS DICTATE THAT CONDUITS CANNOT BE CONCEALED, NOTIFY ARCHITECT/ENGINEER PRIOR TO INSTALLING CONDUIT FOR RESOLUTION TO ROUTING. SEAL ALL PENETRATIONS AND OPENINGS MADE DURING EXECUTION OF WORK IN FIRE-RATED AND SMOKE-RATED WALLS. WALLS SHALL BE SEALED WITH UL-APPROVED PRODUCT WITH THE SAME OR GREATER RATING OF WALL PENETRATED. PROVIDE ALL PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS AND ROOFS WHERE REQUIRED. COORDINATE LOCATIONS AND SIZES WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS, FIELD CONDITIONS AND WORK OF ALL OTHER DIVISIONS/TRADES. ALL OPENINGS ARE TO BE SEALED WATERTIGHT. ALL RACEWAYS THAT TURN UP THROUGH THE SLAB OR INTO ELECTRICAL EQUIPMENT FROM UNDERGROUND SHALL BE RIGID GALVANIZED STEEL (RGS) WITH BITUMASTIC COATING FOR AT LEAST THE FINAL 18" LENGTH. THE USE OF NON-METALLIC CONDUIT ABOVE GRADE IS PROHIBITED. PANEL SCHEDULES AND FLOOR PLANS MAY INDICATE DEDICATED HOMERUNS FOR EACH BRANCH CIRCUIT. PROVIDE DEDICATED NEUTRALS FOR ALL BRANCH CIRCUITS. BRANCH CIRCUITS MAY BE GROUPED IN A COMMON HOMERUN WHERE THE HOMERUN DOES NOT EXCEED 3 PHASE CONDUCTORS, 3 NEUTRAL CONDUCTORS, AND 1 EQUIPMENT GROUND. THE HOMERUN RACEWAY SIZE AND CONDUCTOR SIZE SHALL BE INCREASED AS NECESSARY TO COMPLY WITH THE NEC FOR 40% MAXIMUM FILL AND DERATING REQUIREMENTS. PROVIDE SEAL OFF FITTINGS, APPROVED FOR SUCH USE, WHERE RACEWAYS PENETRATE BETWEEN A DRY, CONDITIONED ENVIRONMENT AND THE EXTERIOR OR OTHER WET ENVIRONMENTS AND ADDITIONAL AREAS WHERE CONDUITS PASS FROM WARM TO COLD LOCATIONS SUCH AS WALK-IN COOLERS OR FREEZERS, BOILER ROOMS, ETC. PROVIDE POLYOLEFIN JET-LINE #232 (NYLON PULL STRING) IN EACH EMPTY CONDUIT WITH ENGRAVED METAL TAG INDICATING CONDUIT DESIGNATION. ALL HOMERUNS SHALL BE IN 3/4" RACEWAY MINIMUM. 1/2" RACEWAY IS ACCEPTABLE FOR A SINGLE CIRCUIT FROM THE HOMERUN TO REMAINING DEVICES. CONDUIT SHALL USE SET SCREW TYPE FITTINGS OR COMPRESSION FITTINGS. RACEWAYS SHALL NOT BE PERMITTED TO BE INSTALLED WITHIN SLABS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. LIGHTING: LIGHT FIXTURES SUPPORTED BY CEILING GRID SHALL BE SUPPORTED AS FOLLOWS: LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE 12-GAUGE HANGER WIRE CONNECTED FROM THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. LIGHT FIXTURES WEIGHING 10 POUNDS OR MORE SHALL HAVE (2) 12-GAUGE HANGER WIRES ATTACHED AT OPPOSITE CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. COORDINATE EXACT LOCATIONS OF LIGHT FIXTURES IN LAY-IN AND GYPBOARD CEILINGS WITH ARCHITECTURAL REFLECTED CEILING PLANS, AND WALL MOUNTED EXTERIOR AND INTERIOR LIGHT FIXTURES WITH ARCHITECTURAL ELEVATIONS PRIOR TO INSTALLATION. WHERE THE QUANTITY OF LIGHTS DIFFERS BETWEEN THE ARCHITECTURAL RCP AND THE ELECTRICAL LIGHTING PLANS, PROVIDE THE HIGHEST QUANTITY OF FIXTURES IN THE BID PRICE. THE DISCREPANCY IN QUANTITY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. THE HIGHEST QUANTITY SHALL BE CIRCUITED TO THE LOCAL ROOM OR AREA LIGHTING CIRCUITS AND LIGHTING CONTROL DEVICES, UNLESS OTHERWISE DIRECTED IN WRITING BY THE ARCHITECT/ENGINEER. VERIFY ACTUAL CEILING CONSTRUCTION TYPE AS DEFINED ON THE ARCHITECTURAL DRAWINGS AND FURNISH ALL LIGHT FIXTURES WITH THE CORRECT MOUNTING DEVICES WHETHER OR NOT SUCH VARIATIONS ARE INDICATED BY THE LIGHT FIXTURE CATALOG NUMBER. VERIFY THE DEPTH OF ALL RECESSED LIGHT FIXTURES WITH THE ARCHITECTURAL DRAWINGS PRIOR TO ORDERING LIGHT FIXTURES. ANY DISCREPANCIES THAT WOULD CAUSE THE RECESSED LIGHT FIXTURES NOT TO FIT INTO CEILING SHALL BE REPORTED TO ARCHITECT/ENGINEER PRIOR TO ORDERING. LIGHT FIXTURES RECESSED IN FIRE-RATED CEILINGS SHALL BE PROVIDED WITH APPROVED FIRE-RATED ENCLOSURE WITH A FIRE RATING EQUAL TO THAT OF THE CEILING. PROVIDE A MINIMUM OF 3" CLEARANCE FROM SIDES AND TOP OF RECESSED LIGHT FIXTURES. MODIFY ALL LIGHT FIXTURE CATALOG NUMBERS AS REQUIRED TO COORDINATE WITH THE LIGHTING BRANCH CIRCUIT VOLTAGES INDICATED. COORDINATE THE CATALOG NUMBERS WITH THE EXACT FIXTURE MOUNTING AND TRIM REQUIRED BY THE CEILING IN WHICH EACH FIXTURE IS BEING INSTALLED. ALL LIGHT FIXTURES SHALL BE PROVIDED COMPLETE WITH LAMPS, UNLESS OTHERWISE NOTED. ALL EXIT LIGHTS, LIGHT FIXTURES INDICATED WITH UNSWITCHED CIRCUIT (NIGHTLIGHT N/L), EMERGENCY TWIN-HEAD FIXTURES WITH INTEGRAL BATTERY PACKS, AND BATTERY PACKS INTEGRAL TO LIGHT FIXTURES, SHALL BE WIRED AHEAD OF ANY LOCAL SWITCHING OR LIGHTING CONTROLS. PROVIDE UL WET LABEL OR IP67 RATED LIGHT FIXTURES FOR ALL FIXTURES LOCATED OUTSIDE OR IN PARKING GARAGES, IN SHOWERS, OR OPEN STRUCTURES. EXTERIOR LIGHTING BALLASTS/DRIVERS SHALL HAVE A MINIMUM STARTING TEMPERATURE OF -40 DEGREE C, AND A NORMAL AMBIENT OPERATING TEMPERATURE OF 40 DEGREE C. PROVIDE FUSING FOR ALL EXTERIOR LIGHT FIXTURES, OR FIXTURES IN PARKING GARAGES OR OPEN STRUCTURES. PROVIDE ALL TEMPORARY NORMAL LIGHTING, EMERGENCY LIGHTING AND EXIT SIGNS REQUIRED DURING THE PROJECT CONSTRUCTION PHASE. COORDINATE EXACT FOUNDATION AND/OR COMPACTING REQUIREMENTS FOR ALL POLE MOUNTED LIGHT FIXTURES WITH MANUFACTURER'S AND/OR INSTALLER'S STRUCTURAL ENGINEER. POLE BASES SHALL MEET OR EXCEED ALL WIND LOAD RATINGS, GUST FACTORS, IMPORTANCE FACTORS, ETC. REQUIRED BY NATIONAL AND/OR LOCAL CODES. SHOP DRAWINGS SHALL INCLUDE STRUCTURAL DRAWINGS FOR ALL POLE BASES, POLE, ASSEMBLY AND OVERTURN CALCULATIONS REQUIRED IN THIS PROJECT, SIGNED AND SEALED BY A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN THE PROJECT STATE. REFER TO LIGHT FIXTURE SCHEDULE FOR LIGHT FIXTURE TYPES, DESCRIPTIONS, CATALOG NUMBERS AND ADDITIONAL INFORMATION PERTINENT TO THE LIGHT FIXTURE OR INSTALLATION THEREOF. COORDINATE LIGHT FIXTURE TRIM TYPE AND FINISH COLOR WITH ARCHITECT PRIOR TO ORDERING. EACH LIGHTING CIRCUIT SHALL BE PROVIDED WITH A DEDICATED NEUTRAL. PROVIDE LIGHTING CONTROLS TO AUTOMATICALLY SHUTOFF BUILDING FACADE AND LANDSCAPE LIGHTING AS A FUNCTION OF DAWN/DUSK AND OPENING/CLOSING TIME. PROVIDE LIGHTING CONTROLS TO AUTOMATICALLY REDUCE THE CONNECTED LIGHTING POWER OF EXTERIOR SITE/AREA LIGHTING BY NOT LESS THAN 30 PERCENT FROM NOT LATER THAN MIDNIGHT TO 6AM, FROM ONE HOUR AFTER BUSINESS CLOSING TO ONE HOUR BEFORE BUSINESS OPENING OR DURING ANY PERIOD WHEN ACTIVITY HAS BEEN DETECTED FOR A TIME OF LONGER THAN 15 MINUTES. WHERE THERE IS NO EMERGENCY GENERATOR/ LIFE SAFETY DISTRIBUTION BRANCH AVAILABLE, PROVIDE INTEGRAL BATTERY PACKS, RATED FOR A MINIMUM OF 90 MINUTES, FOR FIXTURES SHOWN WITH SOLID SHADING AND/OR WITH "E" AFTER FIXTURE TAG, AND FOR ALL EXIT LIGHTS, OR UNLESS NOTED OTHERWISE. REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER E002 4/2/2026 Checker KYLE MORMAN 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 ELECTRICAL GENERAL NOTES 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date HOSPITAL GROUND ROAD OLD HOSPITAL ROAD HOSPITAL GROUND ROAD DENTON STREET OLD HOSPITAL ROAD HOSPITAL GROUND ROAD DENTON STREET HOSPITAL GROUND ROAD OLD HOSPITAL ROAD OLD HOSPITAL ROAD HOSPITAL GROUND ROAD EXISTING WIC BUILDING EXISTING ELECTRICAL EQUIPMENT (SOUTH) EXISTING ELECTRICAL EQUIPMENT (NORTH) = EXISTING UTILITY POLE = EXISTING INFRASTRUCTURE = EXISTING OVERHEAD LINE = EXISTING ROAD SITE DEMO PLAN LEGEND VIWAPA POLE T-15056 (FEEDER 8A) <REMOVE> 1 2 EXISTING WIC WAPA TRANSFORMER TO BE RELOCATED. EXISTING GENERATOR TO BE REMOVED. EXISTING WAPA EQUIPMENT TO BE DISCONNECTED AND REMOVED. DISCONNECT AND REMOVE EXISTING POLE AND WAPA OVERHEAD PRIMARY AFTER NEW WAPA UNDERGROUND PRIMARY IS OPERATIONAL. SPECIAL NOTES 1 2 3 3 NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER XE100 4/2/2026 Checker KYLE MORMAN 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 ELECTRICAL SITE DEMO PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date T NEW VIWAPA PAD MTD XFMR INTERCEPT EXISTING SERVICE LATERAL. ADD CT CABINET AND METER. D-CH1 400A D-CH2 400A 600KW GENERATOR ELECTRICAL / IT ROOM 102 HOSPITAL GROUND ROAD OLD HOSPITAL ROAD HOSPITAL GROUND ROAD DENTON STREET OLD HOSPITAL ROAD HOSPITAL GROUND ROAD DENTON STREET HOSPITAL GROUND ROAD OLD HOSPITAL ROAD OLD HOSPITAL ROAD HOSPITAL GROUND ROAD EXISTING WIC BUILDING = EXISTING UTILITY POLE = NEW UNDERGROUND CONDUIT = EXISTING OVERHEAD LINE = EXISTING ROAD SITE PLAN LEGEND NEW LOCATION OF VIWAPA PAD MTD XFMR NEW VIWAPA UNDERGROUND PRIMARY. INTERCEPT EXISTING SERVICE LATERAL. ADD CT CABINET AND METER. EXISTING OVERHEAD TO REMAIN EXISTING POLE TO REMAIN EXISTING OVERHEAD TO REMAIN EXISTING POLE TO REMAIN NEW VIWAPA UNDERGROUND PRIMARY NEW VIWAPA UNDERGROUND PRIMARY NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER E100 4/2/2026 Checker KYLE MORMAN 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 ELECTRICAL SITE PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date UP J 8' - 5" 9' - 0" 17' - 10" 6' - 9" 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A ELECTRICAL / IT 0102 MECHANICAL 0101 FIRE PUMP 0012 CUST. 0006 P0B STAIR 2 S02 LOBBY 0001 ELEV. 03 E03 PUBLIC TOILET 0004 PUBLIC TOILET 0005 SOCIAL WORKER 0302 DETAINEE TOILET 0304A STAFF WC 0007 BREAKROOM 0008 WORKROOM 0303A SOCIAL WORKER 0302 RECEPTION 0303 CORRIDOR 0300 SOCIAL WORKER 0309 SOCIAL WORKER 0308 DISTRICT MANAGER 0307 SOCIAL WORKER 0306 RECORDS 0305 HOLDING ROOM 0304 RECORDS 0505 WORKROOM 0504 ADMINISTRATOR 0503 SOCIAL WORKER 0502 ADMIN. COOR. 0501 CONF. ROOM 0009 I&R DIRECTOR 0218 WAITING ROOM 0219 APS CASE WORKER 0202 RECORDS 0201 APS CASE WORKER 0203 WALK-INS 0112 APS CASE WORKER 0204 APS DIR. OFFICE 0224 WORKROOM 0220 I&R ID STAFF 0217 ADMINISTRATOR 0215 ASST. ADMIN 0214 FCP CASE WORKER 0216 APS CASE WORKER 0223 APS CASE WORKER 0222 SNR NUTR. AIDE 0205 DRIVERS' LOUNGE 0109 TLT 0109C CUST. SUPPLY 0110 MAINT. STAFF 0111E TOOLS 0103 PUMP 0011 TOOLS 0104 WORKSHOP 0105 DIRECTOR 0107 TRANSPORT. DIRECTOR 0106 CUSTODIAL OFFICE 0108 NUTR. DIRECTOR 0207 HOME DIRECTOR 0208 FGRS DIRECTOR 0209 SCEP. DIRECTOR 0210 FCP ASST. DIRECTOR 0211 STAIR 3 S03 SCEP ADMIN ASST. 0213A FGRS ADMIN. ASST 0213B OFFICE ADMIN 0213C CORRIDOR 0200 MAINT. STAFF 0111F MAINT. STAFF 0111A MAINT. STAFF 0111B MAINT. STAFF 0111C MAINT. STAFF 0111D P0B ELEVATOR CTRL E03A STORAGE 0003 E651 1 NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER E101 4/2/2026 Checker KYLE MORMAN 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 POWER LOWER FLOOR PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" E101 DHS LOWER - POWER 1 DN UP J 7' - 10" 8' - 5" 9' - 0" 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A ELECTRICAL 1003A MECHANICAL 1004 TELECOM 1003 MAP FILES 1506 P1B SHARED OFFICE (5) 1211 EXIT CORRIDOR 1019 DISTRICT MGR 1109 COUNSELOR 1110 COUNSELOR 1111 MULTIP. 1112 AMBUL. WC 1113 FILES 1114 WAITING AREA 1101 BREAKOUT 1 1208 BREAKOUT 2 1207 NURSE 1209 STAIR 1 S11 ADMINISTRATOR 1108 SUPPLIES 1107 COUNSELOR 1106 COUNSELOR 1105 O/B SPEC. 1104B REHAB AID 1104A TRANS. COOR. 1103 STAIR 2 S12 LOBBY 1001 RESTROOM (M) 1201 RESTROOM (W) 1202 RECEPTION 1002 CC CASE WRK 1301 WORKROOM 1308 ADMIN ASST 1306C ADMIN ASST 1306B CC ADMIN 1306A CC CASE WRK 1303 DIRECTOR CERT. 1304 CC SUPER 1305 MAP SUPPLIES 1302 DFA/MAP CORRIDOR 1300 DFA/MAP LOBBY 1020 INFO CLERK 1501A INFO CLERK 1501B ELIG. SPEC. 1501C ELIG. SUPER 1502 ELIG. SPEC. 1503A ELIG. SPEC. 1503B ELIG. SPEC. 1503C ELIG. SPEC. 1503D INFO CLERK 1501E INFO CLERK 1501D ELIG. SPEC. 1503L ELIG. SPEC. 1503J ELIG. SPEC. 1503I EE CLERK 1601N EE CLERK 1601A EE CASE WORKER 1601B EE CASE WORKER 1601C EE CASE WORKER 1601D EE CASE WORKER 1601E EE CASE WORKER 1601F EE CASE WORKER 1601I EE CASE WORKER 1601J EE CASE WORKER 1601K EE CASE WORKER 1601L EE CASE WORKER 1601M ELIG. SPEC. 1503H ELIG. SPEC. 1503G DFA FILES 1504 ELIG. SUPER 1505 ELIG. SPEC. 1503F ELIG. SPEC. 1503E ELIG. SUPER 1507 DFA CORRIDOR 1500 EE CASE WORKER 1601H EE CASE WORKER 1601G EBT TECH 1404B EBT TECH 1404A CLAIMS TELLERS 1402 ISSUANCE RECORDS 1403 CLAIMS RECORDS 1401 EBT TECH 1404D SS ADMIN ASST 1404C DFA CORRIDOR 1400 SYSTEMS ANALYSTS (3) 1408 EE SUPER 1510 EE CASE WORKER 1509 EE SUPER 1508 STAIR 3 S13 ISSUANCE SUPER 1407 DIRECTOR SUPPORT 1406 BREAKROOM 1013 CONFERENCE 1012 KITCHEN 1205 CONGREGATE ROOM 1206 TABLE STORAGE 1204 LACTATION 1011 FLEX STATION 1010 SECURITY OFFICE 1009 CORRIDOR 1008 DIRECTOR 1212 STORAGE 1210 STRIVE CORRIDOR 1200 CONGREGATE ROOM 1206 CUSTODIAL 1007 LOBBY 1001 STAFF TOILETS (W) 1015 PUBLIC TOILETS (W) 1006 PUBLIC TOILETS (M) 1005 STAFF TOILETS (M) 1014 PANTRY 1205A LOBBY 1001 E651 2 DOH NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER E102 4/2/2026 Checker KYLE MORMAN 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 POWER MAIN FLOOR PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" E102 DHS MAIN - POWER 1 DN J J J J 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 MECHANICAL 2003 TELE/ELEC 2002 STORAGE 2401 FAMILY WAITING 2001 LOBBY 2000 HEAD START RECEPTION 2101 HEALTH COORDINATOR 2102 DISABILITY COORDINATOR 2103 MENTAL HEALTH COORDINATOR 2104 HEAD START CORRIDOR 2100 AIDE STATION 2108D AIDE STATION 2108E AIDE STATION 2108L EDUCATION SUPERVISOR 2109 EDUCATION COORDINATOR 2111 ADMINISTRATOR 2113 PARENT INVOLVEMENT COORDINATOR 2112 HEAD START CORRIDOR 2100 AIDE STATION 2108K AIDE STATION 2108F AIDE STATION 2108C AIDE STATION 2105C AIDE STATION 2105A AIDE STATION 2105E UTILITY 2106 HEAD START CORRIDOR 2100 AIDE STATION 2108B AIDE STATION 2108G AIDE STATION 2108H AIDE STATION 2108A AIDE STATION 2105F AIDE STATION 2108J AIDE STATION 2108I RECORDS 2110 LICENSING 2408B LICENSING 2408A DIRECTOR 2407 QUAL. SPECIALIST 2406D CCR SPECIALIST 2406C CCR SPECIALIST 2406B CCR SPECIALIST 2406A ADMINISTRATOR 2405 INFANTS & TODDLER SPECIALIST 2403 RECORDS 2404 SUPPLIES 2402 OCCRS CORRIDOR 2400 WAITING AREA 2409 HEAD START EQUIPMENT STORAGE 2114 DONATION STORAGE 2310 FAMILY SERVICE SPECIALIST PS 2301E FAMILY SERVICE SPECIALIST FC 2301A PUBLIC TOILETS (M) 2005 PUBLIC TOILETS (W) 2006 LICENSING 2301C FAMILY SERVICE SPECIALIST PS 2301D DCFS CORRIDOR 2300 STORAGE 2309 STAIR 2 S22 HEAD START EQUIPMENT STORAGE 2013 STAIR 1 S21 SOCIAL WORKER 2204D SOCIAL WORKER 2204C SOCIAL WORKER 2204B ADMINISTRATOR 2205 DISTRICT MANAGER 2206 BREAKROOM 2009 WORKROOM 2207 LACTATION 2008 CONFERENCE 2010 VISITATION ROOM 2303 OFFICE MANAGER 2304 DISTRICT MANAGER PROTECTIVE SERVICES 2305 DISTRICT MANAGER FOSTER CARE 2306 ADMINISTRATOR 2307 STAIR 3 S23 CASE WORKER PS 2308D CASE WORKER PS 2308C CASE WORKER FC 2308B CASE WORKER FC 2308A RECORDS 2302 STAFF TOILETS (M) 2011 STAFF TOILETS (W) 2012 CORRIDOR 2000B FLEX WORKSTATIONS 2007 ADMIN. ASST. 2208 INTAKE CORRIDOR 2200 SOCIAL WORKER 2204A INTERVIEW 2 2203 INTERVIEW 1 2202 WAITING ROOM 2201 RECORDS 2209 CUSTODIAL 2004 AIDE STATION 2105D AIDE STATION 2105B E651A 1 E651 3 DOH RECORDS 2107 P2B NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER E103 4/2/2026 Checker KYLE MORMAN 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 POWER SECOND FLOOR PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" E103 DHS SECOND - POWER 1 2' - 6" 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 ELECTRICAL/ TELECOM 3003 MECHANICAL 3004 SERVER CENTER 3401 UTILITY 3016 P4B (2) PREP 3214 (2) QC SUPER & REV. 3213 PI DIRECTOR 3211 QC REVIEWER 3209 PI ANALYST 3207 MAP DIRECTOR 3206 TRAINING ROOM 3001 LOBBY 3000 CORRIDOR 3100 ADMIN ASST 3102 MESSENGER 3701D FLEX STATIONS 3002 DEPUTY COMMISIONER 3101 CPO 3703 ASSET DIRECTOR 3702 INVENTORY CLERK 3701E STORAGE 3103 ASST. DC 3104 STX DC OFFICE 3105 PROCUREMENT 3701C CONTRACT ADMIN 3606 COMMS 3607 LEGAL COUNSEL 3608 STX AC 3609 INTERNAL BREAKROOM 3611 STT/STJ AC 3613 PRIVATE WC 3613A FILES 3620 STRATEGIC ANALYST 3614 ADA TOILET 3612 EXEC. PM 3610 INTERNAL WORKROOM 3601 ? ? ? ? RECEPTION 3602 PROCUREMENT 3701A PROCUREMENT 3701B CAPITAL PROJECTS 3106 OPS CORRIDOR 3700 ASSET STORAGE 3704 CONFERENCE 3615 COMMISSIONER 3616 PRIVATE WC 3616B DIR. COMMUNITY ENGAGE. 3617 OFFICE ASST. 3618B COMM. ASST. 3618A OTC CORRIDOR 3600 AUDIT DIRECTOR 3511 DIRECTOR 3509 SUPPLIES 3515 CORRIDOR 3000 FISCAL CORRIDOR 3500 DIRECTOR 3510 RECORDS 3513 RECEPTION 3502 CONTROL AUDIT 3501G PAYROLL SUPER 3503 ACCT PAYABLE 3507 AP SPECIALIST 3501A AP SPECIALIST 3501B AP SPECIALIST 3501C AP SPECIALIST 3501D PAYROLL CLERK 3501E FED. GRANT COORD. 3504A FIN. ANALYST 3504B FIN. ANALYST 3504C STAFF TOILETS (M) 3014 STAFF TOILETS (W) 3015 PUBLIC TOILETS (W) 3006 PUBLIC TOILETS (M) 3005 CUSTODIAL 3007 CORRIDOR 3000A CONFERENCE 3512 STAIR 3 S33 CFO 3508 SPEC. ASST. 3506 AUDIT DIRECTOR 3505 FED. FIN. ANALYST 3504I FED. FIN. ANALYST 3504E FED. FIN. ANALYST 3504D SHARED BREAKROOM 3010 DIRECTOR 3406 ANALYST 3403C LACTATION 3009 NETWORK ANALYST 3402C HELP DESK 3402B HELP DESK 3402A SYSTEMS ANALYST 3403D COMP SETUP 3403 SUPPLIES 3403B ADMIN ASST 3403A MAP STORAGE 3023 RECORDS 3302 HR ASST 3304A ADMIN ASST 3304B EXEC. ASST 3304C SYSTEMS MANAGER 3405 NETWORK MANAGER 3404 LABOR RELATIONS 3310 GENERALIST 3309 DEPUTY COMMISSIONER 3308 DISTRICT MGR 3223 MANAGEMENT EVAL 3222 ADMINISTRATOR 3221 FRAUD INVESTIG. 3224 FRAUD INVESTIG. 3225 DFA RECORDS 3220 ADMIN ASST 3216F FRONT END INVESTIG. 3216E FRONT END INVESTIG. 3216D SWITCH BOARD 3220B FRONT END INVESTIG. 3216C QC REVIEWER 3216B TRAINING OFFICER 3217 DIRECTOR TANF 3218 DIRECTOR PR 3219 STAIR 1 S31 JOBS LAB 3021 WAITING 3022 QC REVIEWER 3216A OFFICE MANAGER 3215B QC ADMIN ASST 3215A EMPLOYMENT TRAINING OFFICER 3227 EMPLOYMENT TRAINING OFFICER 3226 FRAUD RECORDS 3019 MAP RECORDS 3018 PE SPEC. 3202 FRAUD INVESTIG. 3201 PREP AREA 3001C PE SPEC. 3203 PE SPEC. 3204 PE SPEC 3208 IT MANAGER 3210A EXEC ASST 3210B EMPLOYMENT TRAINING OFFICER 3212 CORRIDOR 3000 DFA/MAP CORRIDOR 3200 SECURE STORAGE 3017 E651 4 NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER E104 4/2/2026 Checker KYLE MORMAN 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 POWER THIRD FLOOR PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" E104 DHS THIRD - POWER 1 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER E105 4/2/2026 Checker KYLE MORMAN 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 POWER ROOF PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" E105 DHS ROOF - POWER 1 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 DOH NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER E121 4/2/2026 Checker KYLE MORMAN 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 LIGHTING LOWER LEVEL RCP 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" 1 DHS LOWER - LIGHTING 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER E122 4/2/2026 Checker KYLE MORMAN 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 LIGHTING MAIN FLOOR RCP 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" 1 DHS MAIN - LIGHTING 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 DOH NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER E123 4/2/2026 Checker KYLE MORMAN 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 LIGHTING SECOND FLOOR RCP 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" E123 DHS SECOND - LIGHTING 1 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER E124 4/2/2026 Checker KYLE MORMAN 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 LIGHTING THIRD FLOOR RCP 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/8" = 1'-0" E124 DHS THIRD - LIGHTING 1 2000 A 120/208V, 3-PHASE, 4 WIRE (65,000 AIC) (##,### SCA) DHS-MDP 600 A 120/208V, 3-PHASE, 4 WIRE (65,000 AIC) (##,### SCA) DOH-MDP DHS-ATS 2000 A (10,000 WSR) (##,### SCA) DOH-ATS 600 A (10,000 WSR) (##,### SCA) G 600kW VIWAPA XFMR 750 kVA 2000 A (10,000 AIC) (##,### SCA) CB1N 600 A (10,000 AIC) (##,### SCA) CB2N 225 P0A (10,000 AIC) (##,### SCA) 100 P0B (10,000 AIC) (##,### SCA) 225 P3C (10,000 AIC) (##,### SCA) 100 P3D (10,000 AIC) (##,### SCA) 2000 A (10,000 AIC) (##,### SCA) CB1E 600 A (10,000 AIC) (##,### SCA) CB2E UTILITY FEED 54 44 54 44 54 54 44 44 2000 225 M 600 54 44 M WIC M 30 20 225 30 100 20 100 IT1 (10,000 AIC) (##,### SCA) 30 M 225 P1A (10,000 AIC) (##,### SCA) 100 P1B (10,000 AIC) (##,### SCA) 225 30 20 225 P2A (10,000 AIC) (##,### SCA) 100 P2B (10,000 AIC) (##,### SCA) 225 30 20 225 P3A (10,000 AIC) (##,### SCA) 100 P3B (10,000 AIC) (##,### SCA) 225 30 20 20 100 225 PG1 (10,000 AIC) (##,### SCA) 400 38 D-CH1 400A CH1 400 38 D-CH2 400A CH2 SPD 30 SPD 30 4-POLE 4-POLE FEEDER SCHEDULE (CU) CIRCUIT BREAKER AMP RATING/# POLES 15/3 FEEDER SIZE CONDUIT CONDUCTORS DESIG. EQUIP GRD NUMBER OF CONDUCTORS NUMBER OF SETS 1 3 #12 AWG #12 AWG 3/4" 4 3/4" 3/4" 4 3/4" 3 3 3/4" 4 3/4" 1" 4 1" 3 20/3 1 #12 AWG #12 AWG 30/3 1 #10 AWG #10 AWG 40/3 1 #8 AWG #10 AWG 50/3 1 #6 AWG #10 AWG 3 4 1" 1" 1-1/4" 4 3 #8 AWG #4 AWG 1 70/3 #10 AWG #4 AWG 1 60/3 4 3 1 1/4" 1-1/4" 1 1/4" 3 4 175/3 1 #2/0 AWG #6 AWG 200/3 1 #3/0 AWG #6 AWG 3 4 4 3 #6 AWG #1/0 AWG 1 150/3 #6 AWG #1 AWG 1 125/3 #8 AWG #1 AWG 1 100/3 #8 AWG #2 AWG 1 90/3 3 4 1-1/2" 4 1-1/2" 3 3 4 4 #8 AWG #3 AWG 3 1 80/3 1-1/4" 1-1/4" 1-1/2" 1-1/2" 1-1/2" 2" 1-1/2" 2" 2" 2" 2" 2" 2-1/2" 2 1/2" 4 3 #4 AWG #4/0 AWG 1 225/3 4 3 #250 KCMIL #600 KCMIL 5 2000/3 4" 4" 4" 4" 3 4 4 3 1200/3 4 #350 KCMIL #3/0 AWG 1600/3 4 #600 KCMIL #4/0 AWG 3" 3" 2-1/2" 2 1/2" 3" 3" 3" 3" 4 3 #4 AWG #350 KCMIL 1 300/3 #4 AWG #250 KCMIL 1 250/3 4 3 3 800/3 3 #300 KCMIL #1/0 AWG 1000/3 3 #400 KCMIL #2/0 AWG 3 4 4 3 #1 AWG #350 KCMIL 2 600/3 #2 AWG #250 KCMIL 2 500/3 #2 AWG #4/0 AWG 2 450/3 #3 AWG #600 KCMIL 1 400/3 3 4 4 3 3 4 #3 AWG #500 KCMIL 3 1 350/3 3" 4" 4" 4" 3" 3" 3" 3" 3" 3" 3" 3" 4 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 4 3 4" 5" 55 56 #500 KCMIL #750 KCMIL 9 4000/3 57 58 4 3 #400 KCMIL #500 KCMIL 8 3000/3 4" 4" REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER E601 4/2/2026 Checker KYLE MORMAN 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 ELECTRICAL ONE-LINE DIAGRAM 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 12" = 1'-0" 1 ELECTRICAL ONE-LINE DIAGRAM N.T.S 2 FEEDER SCHEDULE (CU) F24 4 C DHS-MDP DHS-ATS P0A CB1N 2000A CB1E 2000A CB2N 600A ELECTRICAL / IT 0102 G.4 CB2E 600A DOH-MDP DOH-ATS P1A ELECTRICAL 1003A C G.4 P2A TELE/ELEC 2002 C G.4 P4A ELECTRICAL/ TELECOM 3003 REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER E651 4/2/2026 Checker KYLE MORMAN 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 ENLARGED ELECTRICAL PLANS 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date 1/2" = 1'-0" 1 DHS ENLARGED - ROOM 0102 1/2" = 1'-0" 2 DHS ENLARGED - ROOM 1003A 1/2" = 1'-0" 3 DHS ENLARGED - ROOM 2002 1/2" = 1'-0" 4 DHS ENLARGED - ROOM 3003 1 1.1 2 3 3.1 4 5 6 6.1 7 8 8.1 E D.2 D.1 D C B.1 B A.2 A.1 A A 4 5 6 7 8 8.1 G.A G.B G.C G.D G.E 6.1 G.3 G.4 G.5 G.6 NORTH REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER E801 4/2/2026 Checker KYLE MORMAN 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 LIGHTNING PROTECTION ROOF PLAN 30% CDS SLA 470-23-49 101918 04-03-2026 1/8" = 1'-0" E801 DHS ROOF - LIGHTNING PROTECTION 1 No. Description Date BASIC MATERIALS CONDUIT TURNED UP CONDUIT TURNED DOWN CAPPED CONDUIT CONDUIT STUBBED AND BUSHED INTO ACCESSIBLE CEILING CAVITY CONDUIT CONTINUED TUBULAR RUNWAY, HUNG ABOVE CEILING OR AS NOTED CABLE TRAY (TYPE), HUNG ABOVE CEILING OR AS NOTED VOICE AND DATA SYSTEM DISTRIBUTED ANTENNA SYSTEMS DAS REPEATER RP TECHNOLOGY SYSTEMS GENERAL NOTES 1. 2. 3. 4. 5. 6. A. B. C. D. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. A. B. C. D. 19. 20. REFER TO SPECIFICATION SECTION "TECHNOLOGY GENERAL PROVISIONS" FOR MORE INFORMATION ABOUT DRAWINGS AND BID DOCUMENTS. MANY SYMBOLS USED IN THIS PROJECT HAVE A TYPE ASSOCIATED WITH THEM. SEE SHEETS WITH DETAILS AND PROJECT SPECIFICATIONS FOR MORE INFORMATION ON THE DESCRIPTION OF EACH TYPE. ALL CONDUIT FOR TECHNOLOGY SYSTEMS INDOOR ABOVE GRADE SHALL BE EMT AND ALL CONDUIT FOR BELOW GRADE SHALL BE PVC. SEE LIFE SAFETY PLANS FOR LOCATIONS OF FIRE RATED PARTITIONS IN THIS PROJECT. PROVIDE AN APPROVED FIRE STOP SYSTEMS FOR EACH RACEWAY OR CABLE GOING THROUGH A RATED WALL. SEE SPECIFICATION "RACEWAYS FOR TECHNOLOGY" FOR MORE INFORMATION. WORKING CLEARANCES AROUND ELECTRICAL EQUIPMENT SHALL BE MAINTAINED IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE ARTICLE 110. COORDINATE EQUIPMENT INSTALLATION TO MAINTAIN REQUIRED CLEARANCES. SYMBOLS USED ON THE TECHNOLOGY DRAWINGS ARE NOT THE SAME SIZE AS THE ACTUAL OBJECT BEING REPRESENTED. THEREFORE LOCATIONS OF THE SYMBOLS ON THE FLOOR PLANS ARE AN APPROXIMATION TO THE ACTUAL LOCATION OF THE DEVICE AND NEED TO BE CAREFULLY COORDINATED WITH OTHER ELEMENTS IN THE VICINITY. AS A GENERAL GUIDELINE: VOICE/DATA OUTLET FOR WORK-AREAS SHALL BE INSTALLED WITHIN 6 INCHES OF A POWER OUTLET INDICATED IN ELECTRICAL DRAWINGS. TV OUTLETS SHALL BE INSTALLED WITHIN 6 INCHES OF A POWER OUTLET SHOWN ON THE ELECTRICAL DRAWINGS. WHEN MULTIPLE TECHNOLOGY SYSTEMS OUTLETS ARE INDICATED NEXT TO EACH OTHER WITH SYMBOLS, THE SPACING BETWEEN OUTLETS SHALL BE CONSISTENT IF NO ELEVATION IS SHOWN ON THE DRAWINGS. WHEN INSTALLER IS NOT CERTAIN ABOUT SPECIFIC ADJACENCIES OF A DEVICE, THE QUESTION SHALL BE ASKED TO THE ENGINEER PRIOR TO INSTALLATION. FOR EXACT LOCATION OF CEILING MOUNTED EQUIPMENT REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN. LOCATIONS OF EQUIPMENT NOT INCLUDED ON THE REFLECTED CEILING PLAN SHALL BE COORDINATED WITH THOSE ITEMS SHOWN. COORDINATION OF CEILING MOUNTED EQUIPMENT SHALL BE PRIOR TO ANY ROUGH-IN. NOTIFY ENGINEER OF ANY DISCREPANCY. LOCATIONS OF FLOOR BOXES AND FLOOR PENETRATIONS SHALL NOT BE MEASURED FROM THIS SET OF DRAWINGS, INSTALLER SHALL REQUEST PRECISE LOCATIONS FROM ARCHITECT. EACH VOICE/DATA RJ45 JACK SHALL BE CONNECTED TO A DEDICATED 4 PR CABLE. THE RESPONSIBILITY OF RACEWAY INSTALLATION SHALL BE AS DIRECTED BY THE CONSTRUCTION MANAGER OR GENERAL CONTRACTOR, BUT ALL RACEWAYS FOR TECHNOLOGY ARE TO BE INCLUDED IN THIS CONTRACT. WHEN CONDUIT RUNS ARE INDICATED ABOVE GRADE OR BELOW GRADE ON THESE DRAWINGS, NOT EVERY SINGLE JUNCTION BOX (OR COMMUNICATIONS VAULT) REQUIRED IS INDICATED ON THE DRAWINGS. TYPICALLY ONLY END POINT LOCATIONS OR SPECIFIC PASS-THROUGH LOCATIONS WHERE THE ENGINEER DESIRES A BOX ARE SHOWN ON THE DRAWINGS. SEE SPECIFICATION "RACEWAYS FOR TECHNOLOGY" FOR REQUIREMENTS THAT INDICATE ADDITIONAL JUNCTION BOXES OR COMMUNICATION VAULTS THAT SHALL BE PROVIDED UNDER THIS CONTRACT. SUCH REQUIREMENTS INCLUDE ADDITIONAL BOXES REQUIRED BECAUSE OF NUMBER OF CONDUIT BENDS OR CHANGES IN ELEVATION. SOME SYMBOLS INCLUDED IN THE SYMBOL LEGEND MAY NOT BE USED IN THESE PROJECT DRAWINGS. UNDER NO CONDITIONS, CONDUITS FOR LOW VOLTAGE FOR FLOOR BOXES SHALL BE DAISY CHAINED TOGETHER BETWEEN ADJACENT FLOOR BOXES. ALL CONDUITS FOR FLOOR BOXES SHALL BE HOME RUNS TO NEAREST ACCESSIBLE CEILING SPACE. THIS SET OF DRAWINGS DOES NOT INDICATE ALL GROUNDING AND BONDING REQUIREMENTS FOR TECHNOLOGY SYSTEMS. REFER TO SPECIFICATION SECTION "GROUNDING FOR TELECOMMUNICATION SYSTEM" FOR ADDITIONAL REQUIREMENTS. ALL CABLES FOR TECHNOLOGY SYSTEMS RUN UNDER SLAB OR BELOW GRADE IN CONDUITS STUBBING UP INSIDE THE TELECOM ROOM SHALL BE INDOOR/OUTDOOR RATED. FOR CONDUITS STUBBING UP IN OTHER LOCATIONS DIFFERENT FROM TELECOM ROOMS AND FURTHER THAN 50 FT. FROM A TELECOM ROOM, DO NOT USE INDOOR/OUTDOOR RATED CABLES. GRAPHICS USED FOR EQUIPMENT IN ELEVATIONS AND CHANNELS (LINE DRAWINGS) DO NOT NECESSARILY REPRESENT THE PART NUMBER OF THE EQUIPMENT SPECIFIED. THE PART NUMBERS LISTED IN THE DRAWINGS AND SPECIFICATIONS ARE TO BE FOLLOWED FOR BASIS OF DESIGN, NOT THE GRAPHICS. THE TECHNOLOGY DRAWINGS DO NOT SHOW ALL REQUIRED CONDUITS/RACEWAYS TO BE PROVIDED UNDER THIS CONTRACT. TYPICALLY CONDUIT SLEEVES SMALLER THAN 2" ARE NOT SHOWN ON THE DRAWINGS. SEE SPECIFICATIONS "RACEWAYS FOR TECHNOLOGY" AND DRAWING DETAILS FOR ADDITIONAL RACEWAY REQUIREMENTS. DEFINITION OF ACRONYMS USED IN THESE DRAWINGS: NIC (N.I.C.) - NOT IN CONTRACT OFE (O.F.E.) = OWNER FURNISHED EQUIPMENT. SEE RESPONSIBILITY MATRIX FOR MORE INFORMATION. DHI (D.H.I.) = DOOR HARDWARE INSTALLER USC (U.S.C.) = UNDER SEPARATE CONTRACT. ALL REQUIRED WALL PENETRATIONS, EXISTING AND NEW, SHALL MAINTAIN THE NEW WALL RATING AFTER CABLING HAS BEEN INSTALLED OR REMOVED. ALL SPEAKERS MOUNTED IN A CEILING TILE SHALL BE CENTERED IN THE CEILING TILE. 1. 2. 3. 4. 5. 6. SYMBOLS USED TO REPRESENT DEVICES SUCH AS CCTV CAMERAS, INTERCOM STATIONS, SECURITY WORKSTATIONS, CALL STATIONS, AND EMERGENCY PHONE STATIONS REQUIRE ONE (1) DATA DROP FOR SUCH DEVICE. THIS DATA DROP IS NOT SHOWN ON THE VOICE/DATA FLOOR PLANS, BUT SHALL BE PROVIDED FOLLOWING ALL REQUIREMENTS FOR VOICE/DATA DROPS INDICATED IN THE DRAWING DETAILS AND IN THE SPECIFICATION "STRUCTURED CABLING SYSTEM". ANY DATA DROPS FOR SECURITY DEVICES EXCEEDING 295 FT. OF PERMANENT LINK DISTANCE TO THE TELECOM ROOM WHERE CAMERA WILL BE WIRED TO, SHALL BE WIRED WITH FIBER OPTICS FOR HORIZONTAL CABLING AND A 2 CONDUCTOR AWG-16 CL2(P) CABLE. THE FIBER CABLE SHALL BE AS DESCRIBED IN SPECIFICATION "STRUCTURED CABLING SYSTEM". IF NO INDICATION IN SUCH SPECIFICATION, FIBER OPTIC CABLE SHALL BE A 2-STRAND OM1 CABLE WITH A SUITABLE JACKET FOR THE APPLICATION. ALL CAMERAS, CARD READERS AND/OR KEYPADS DEDICATED FOR ELEVATOR FLOOR SELECTION CONTROL ARE SHOWN INSIDE THE ELEVATOR CAB ON THE LOWEST LEVEL FLOOR PLAN TO HIGH THE ELEVATOR TRAVELS. LOCATION OF SURVEILLANCE CAMERAS SHALL BE CLOSELY COORDINATED WITH OTHER TRADES TO AVOID OBSTRUCTIONS IN THE FIELD OF VIEW. IT IS NOT REQUIRED FOR CAMERAS TO BE MOUNTED IN CENTER OF A CEILING TILE (OR CENTER OF A HALLWAY) IF THAT LOCATION CAUSES AN OBSTRUCTION IN THE FIELD OF VIEW OF THE CAMERA. ALL CAMERAS ARE TO BE INSTALLED AS TO MINIMIZE THE OBSTRUCTIONS IN THE FIELD OF VIEW WITHIN A 4' RADIUS OF THE SPECIFIED LOCATION. ALL CAMERA CABLING SHALL BE PROVIDED BY CONTRACTOR. ALL ROOF MOUNTS FOR CAMERAS SHALL BE PROVIDED BY CONTRACTOR. CAMERAS SHALL BE PROVIDED AND INSTALLED BY OWNER. SURVEILLANCE CAMERAS INDICATED IN THE CORNER OF A ROOM SHALL BE INSTALLED AS CLOSE AS PHYSICALLY POSSIBLE TO THE CORNER OF THE ROOM TO GAIN THE BEST FIELD OF VIEW FOR THAT CAMERA. EACH ACCESS CONTROLLED DOOR IN THE PROJECT HAS A DOOR IDENTIFIER SYMBOL THAT ASSOCIATES THE DOOR TO A CORRESPONDING ROUGH-IN DETAIL IN THE DRAWINGS AND A SPECIFIC FUNCTIONALITY OF THE DOOR IN THE SECURITY SPECIFICATIONS. SECURITY SYSTEM GENERAL NOTES CONDUIT SLEEVES X= QTY OF SLEEVES Y= SIZE OF CONDUITS SLEEVES PENETRATING WALL ABOVE CEILING SPACE. IF NO QUANTITY INDICATED USE AS MANY SLEEVES AS REQUIRED TO MATCH CROSS SECTIONAL AREA OF CABLE TRAY NEXT TO SLEEVE. X Y SURFACE MOUNTED ENCLOSED TECHNOLOGY SYSTEMS. SEE SHEETS WITH DETAILS FOR ADDITIONAL INFORMATION CABLE ROUTING NOTES X DRAWING KEYED NOTES X DRAWING NOTES AND DESIGNATIONS XXX DOOR TYPE IDENTIFIER X= TYPE (A1,C3,B6..) REFER TO SECURITY DOOR DETAILS DETAIL OR SECTION REFERENCE TAG X X GENERAL JUNCTION BOX WALL MOUNTED. SIZE PER NEC IF NOT INDICATED ON DRAWING. NEMA 1 FOR INTERIOR, NEMA 4X FOR EXTERIOR USE WITH HINGED COVER AND LOCKING COVER J JUNCTION BOX CEILING MOUNTED. SIZE PER NEC IF NOT INDICATED ON DRAWING. NEMA 1 FOR INTERIOR, NEMA 4X FOR EXTERIOR USE WITH HINGED COVER AND LOCKING COVER J X V TELECOMMUNICATIONS GROUND VAULT. SEE DETAILS AND SPECS FOR MORE INFORMATION X= BOX TYPE. IF NOT SHOWN, ONLY ONE TYPE IN PROJECT X PP POWER POLE FOR COMBINED USE - TECHNOLOGY SYSTEMS AND POWER. X= TYPE, IF NOT SHOWN, ONLY ONE TYPE IN PROJECT COVERAGE OF EACH TELECOM ROOM. THE SHADED REGIONS REPRESENT THE MAXIMUM DISTANCE LOW VOLTAGE CABLES CAN BE RUN FROM EACH IDF. COVERAGE FOR IDF COVERAGE FOR IT ROOM 1 COVERAGE FOR IT ROOM 2 ELECTRIC MORTISE LOCK OR ELECTRIC TRIM EM ELECTRONIC SECURITY SYSTEM VIDEO SURVEILLANCE SYSTEMS CARD READER, WALL MOUNTED CR CARD READER WITH INTEGRATED KEYPAD, WALL MOUNTED CK BIOMETRIC ACCESS CONTROL DEVICE, WALL MOUNTED BR DELAYED EGRESS MAG LOCK DM ELECTRIC LATCH RETRACTION LOCK EL ELECTROMAGNETIC LOCK ML ELECTRIC DOOR STRIKE ES ELECTRIC DOOR OPERATOR (ACTUATOR ARM) DO DOOR POSITION SWITCH DPS A DOOR RELEASE BUTTON, WALL MOUNTED X= A: ADA ACCESSIBLE - (PALM ACTUATOR), W: HAND WAVE, NO TYPE: REGULAR PUSH BUTTON DOOR RELEASE BUTTON, DESK MOUNTED REQUEST TO EXIT DEVICE (IR SENSOR), MOUNT CENTERED ABOVE DOOR FRAME REX CCTV XX +YY FLAT PANEL DISPLAY WITH MOUNT YY= HEIGHT TO CENTER OF SCREEN XX= SCREEN SIZE DURESS PANIC BUTTON, MOUNTED UNDER DESK D MOTION DETECTOR, WALL MOUNTED, MOUNT 6" BELOW CEILING OR 8'-0" AFF MAX MD MOTION DETECTOR, 360 DEGREE SENSOR, CEILING MOUNTED MD LINE BETWEEN SECURITY DEVICES, INDICATES ASSOCIATED EQUIPMENT I CONTROLLED DOOR INTERLOCK GROUP. PROGRAMMED SO ONLY ONE DOOR CAN BE OPEN AT A TIME. X FIBER BDA X= FIBER BDA NUMBER BDA Z DAS SPLITTER X= SPLITTER NUMBER ROOF ANTENNA, WALL MOUNTED AUDIO VISUAL EQUIPMENT FLIP TOP DEVICE MOUNTED ON TABLE FT MX MICROPHONE, DESK MOUNTED X= TYPE, IF NOT SHOWN, ONLY ONE TYPE IN PROJECT X TS TOUCH SCREEN FOR AUDIO/VIDEO CONTROL, DESK MOUNTED X= DENOTES TYPE OF OUTLET, SEE RISER FOR MORE INFO, IF NOT SHOWN, ONLY ONE TYPE TT XX +YY TT= DISPLAY TYPE WITH MOUNT YY= HEIGHT TO CENTER OF SCREEN XX= SCREEN SIZE AUDIO VISUAL DISPLAY Y-Z NO ZONE INDICATES LOCAL ZONE FOR A/V SYSTEM IN ROOM Z= DENOTES SPEAKER # IN ZONE Y= SPEAKER ZONE X= SPEAKER TYPE CEILING MOUNTED SPEAKER SX W= DENOTES SPEAKER WATTAGE TAP W Y-Z +H= MOUNTING HEIGHT IN INCHES AT CENTER OF DEVICE Z= DENOTES SPEAKER # IN ZONE Y= SPEAKER ZONE X= SPEAKER TYPE WALL MOUNTED SPEAKER SX W= DENOTES SPEAKER WATTAGE TAP W +H NO ZONE INDICATES LOCAL ZONE FOR A/V SYSTEM IN ROOM PX PODIUM FOR AV EQUIPMENT, REFER TO DETAIL SHEETS X= DENOTES TYPE OF OUTLET, IF NOT SHOWN, ONLY ONE TYPE IN PROJECT CAMERA FOR AV SYSTEM, CEILING MOUNTED X= DENOTES TYPE OF OUTLET, SEE RISER FOR MORE INFO, IF NOT SHOWN, ONLY ONE TYPE AV X +H CAMERA FOR AV SYSTEM, WALL MOUNTED X= DENOTES TYPE OF OUTLET, SEE RISER FOR MORE INFO, IF NOT SHOWN, ONLY ONE TYPE AV X +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET X MOTORIZED PROJECTION SCREEN X= DIAGONAL DIMENSION IN INCHES X PULLDOWN PROJECTION SCREEN X= DIAGONAL DIMENSION IN INCHES OVERHEAD PROJECTOR WITH MOUNT Y= LENS THROW RATIO X= TYPE Y X KEYPAD, WALL MOUNTED KP WIRELESS MORTISE LOCK, DOOR MOUNTED WM INTRUSION ALARM KEYPAD IK DELAYED EGRESS LATCH LOCK DE ELECTRIC GATE OPERATOR GO X PC SECURITY SYSTEM WORKSTATION, DESK MOUNTED X= TYPE X MX MICROPHONE, CEILING MOUNTED X= TYPE, IF NOT SHOWN, ONLY ONE TYPE IN PROJECT NEW EQUIPMENT EXISTING WORK AND/OR EQUIPMENT REFERENCE, SHOWN ON MULTIPLE DRAWINGS DEVICE TO BE REMOVED (DEMO PLANS) UNDERFLOOR CONDUIT (NEW PLANS) MATCH LINE REFERENCING CONTINUATION ON OTHER DRAWINGS CABLE ROUTING BOUNDARY WIRE AND/OR CONDUIT RUN CONTINUED ON REFERENCED DETAIL DETAIL AND/OR SECTION REFERENCE FUTURE WORK X IM INTERCOM MASTER STATION, DESK MOUNTED X= TYPE, IF NOT SHOWN, ONLY ONE TYPE IN PROJECT, REFER TO RISER FOR TYPE INFANT ABDUCTION SYSTEM, CEILING MOUNTED ABOVE DOOR IA X Y Z Z= SPLITTER NUMBER THE ANTENNA IS ASSOCIATED WITH Y= ANTENNA NUMBER X= ANTENNA TYPE DAS ANTENNA, CEILING MOUNTED A X Y Z +H Z= SPLITTER NUMBER THE ANTENNA IS ASSOCIATED WITH Y= ANTENNA NUMBER X= ANTENNA TYPE DAS ANTENNA, WALL MOUNTED A +H= MOUNTING HEIGHT IN INCHES AT CENTER OF DEVICE TT XX +YY TT= DISPLAY TYPE WITH MOUNT YY= HEIGHT TO CENTER OF SCREEN XX= SCREEN SIZE INTERACTIVE WHITEBOARD MONITORED - DOOR MONITORED BIOMETRIC - BIOMETRIC READER CR - CARD READER FREE - NO ACCESS CONTROL ACCESS CONTROL DOOR DIRECTION, A1/A2 - REPRESENTS ACCESS CONTROL PATH A1 CR/KP - CARD READER AND KEYPAD A2 X AS ASSISTANCE STATION (BLUE LIGHT), TOWER STATION X= TYPE, IF NOT SHOWN, ONLY ONE TYPE IN PROJECT, REFER TO SPECIFICATION FOR TYPE SENS MICROPHONE FOR AMBIENT NOISE, CEILING MOUNTED SM FIBER OPTICS ROUTING TAG FOR BACKBONE CABLING N= DENOTES CONNECTION TYPE (P=PRIMARY, S=SECONDARY) XX= DENOTES FIBER STAND QUANTITY Z= DENOTES RUN NUMBER REFER TO FIBER OPTICS RISER FOR MORE INFORMATION. N-XX-Z X PB TELECOMMUNICATIONS PULLBOX. SEE DETAILS AND SPECS FOR MORE INFORMATION X= BOX TYPE. IF NOT SHOWN, ONLY ONE TYPE IN PROJECT TECHNOLOGY POLE. SEE SHEETS WITH DETAILS FOR ADDITIONAL INFORMATION TP BALANCED MAGNETIC SWITCH BMS ELECTRONIC DETENTION LOCK DL ELECTRIC CYLINDRICAL LOCK EC WIRELESS CYLINDRICAL LOCK, DOOR MOUNTED WC WIRED IP LOCK, DOOR MOUNTED IP GATE PEDESTAL GP X,C PAN/TILT/ZOOM CCTV CAMERA, WALL MOUNTED X= CAMERA TYPE (1,2,3), SEE DETAIL SHEETS FOR MORE INFORMATION, C = CAMERA NUMBER X,C PAN/TILT/ZOOM CCTV CAMERA, CEILING MOUNTED X= CAMERA TYPE (1,2,3), SEE DETAIL SHEETS FOR MORE INFORMATION, C = CAMERA NUMBER X,C FIXED CCTV CAMERA, WALL MOUNTED X= CAMERA TYPE (1,2,3), SEE DETAIL SHEETS FOR MORE INFORMATION, C = CAMERA NUMBER X,C FIXED CCTV CAMERA, CEILING MOUNTED X= CAMERA TYPE (1,2,3), SEE DETAIL SHEETS FOR MORE INFORMATION, C = CAMERA NUMBER GLASS BREAK SENSOR, CEILING MOUNTED GB X,C 360° CCTV CAMERA, WALL MOUNTED X= CAMERA TYPE (1,2,3), SEE DETAIL SHEETS FOR MORE INFORMATION, C = CAMERA NUMBER X,C 360° CCTV CAMERA, CEILING MOUNTED X= CAMERA TYPE (1,2,3), SEE DETAIL SHEETS FOR MORE INFORMATION, C = CAMERA NUMBER X,C 180° CCTV CAMERA, WALL MOUNTED X= CAMERA TYPE (1,2,3), SEE DETAIL SHEETS FOR MORE INFORMATION, C = CAMERA NUMBER X,C 180° CCTV CAMERA, CEILING MOUNTED X= CAMERA TYPE (1,2,3), SEE DETAIL SHEETS FOR MORE INFORMATION, C = CAMERA NUMBER X +H AV PLATE OUTLET, REFER TO DETAIL SHEETS X= DENOTES TYPE OF OUTLET, SEE DETAIL FOR MORE INFO, IF NOT SHOWN, ONLY ONE TYPE AV +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 1'-6" AFF LN FLOOR BOX FOR TECHNOLOGY SYSTEMS AND POWER OUTLETS. REFER TO POKE-THRU/ FLOORBOX SCHEDULE FOR MORE INFORMATION F= FLOOR CONDITION: (C= CONCRETE TYPE, G= GRADE, R= RAISED FLOOR, W= WOOD) Y= DENOTES # OF GANGS (1,2,3...) Z= DENOTES PLATE TYPE (A,B,C....), A= NO AUDIO/VISUAL LN= AS DESCRIBED FOR TELECOMMUNICATIONS OUTLET U: AS DESCRIBED FOR TELECOMMUNICATIONS OUTLET FYZ LN POKE-THRU FOR TECHNOLOGY SYSTEMS AND POWER OUTLETS. REFER TO POKE-THRU & FLOOR BOX SCHEDULE FOR MORE INFORMATION Y= DENOTES POKE-THRU SIZE (4=4", 6=6" 8=8".....) Z= DENOTES PLATE TYPE (A,B,C....), A= NO AUDIO/VISUAL LN= AS DESCRIBED FOR TELECOMMUNICATIONS OUTLET U: AS DESCRIBED FOR TELECOMMUNICATIONS OUTLET YZ X FF FLOOR BOX USED TO FEED CABLES TO MODULAR FURNITURE, REFER TO DETAIL SHEET X= TYPE, IF NOT SHOWN, ONLY ONE TYPE IN PROJECT X FP POKE-THRU USED TO FEED CABLES TO MODULAR FURNITURE, REFER TO DETAIL SHEET X= TYPE, IF NOT SHOWN, ONLY ONE TYPE IN PROJECT +H VOLUME CONTROL, WALL MOUNTED +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 4'-0" AFF VC +H SENS MICROPHONE FOR AMBIENT NOISE, WALL MOUNTED +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 8'-0" AFF SM +H MICROPHONE, WALL MOUNTED X= DENOTES TYPE OF OUTLET, IF NOT SHOWN, ONLY ONE TYPE MX +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET X +H TOUCH SCREEN FOR AUDIO/VIDEO CONTROL, WALL MOUNTED, INCLUDES BACK BOX X= DENOTES TYPE OF OUTLET, SEE RISER FOR MORE INFO, IF NOT SHOWN, ONLY ONE TYPE TS +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 4'-0" AFF +H ASSISTED LISTENING TRANSMITTER, WALL MOUNTED +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET ALT X +H ROOM SCHEDULING PANEL, WALL MOUNTED, INCLUDES BACK BOX X= DENOTES TYPE OF OUTLET, SEE RISER FOR MORE INFO, IF NOT SHOWN, ONLY ONE TYPE RS +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 4'-0" AFF LV WALL SWITCH FOR MOTORIZED SCREEN +H WIRELESS ANTENNA FOR WIRELESS MICRPHONE, WALL MOUNTED +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 8'-0" AFF WA +H PIM MODULE FOR WIRELESS LOCKS, WALL MOUNTED +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 7'-0" AFF WG +H ALARM, BLUE LIGHT, WALL MOUNTED +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 7'-0" AFF BL +H LOCAL ALARM - HORN/STROBE, WALL MOUNTED +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 7'-0" AFF LA +H SIREN ALARM FOR INTRUSION DETECTION, WALL MOUNTED +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 7'-0" AFF SA X +H ASSISTANCE STATION, WALL MOUNTED X= TYPE, IF NOT SHOWN, ONLY ONE TYPE IN PROJECT, REFER TO SPECIFICATION FOR TYPE AS +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 4'-0" AFF X +H INTERCOM SUBSTATION (DOOR STATION), WALL MOUNTED X= TYPE, IF NOT SHOWN, ONLY ONE TYPE IN PROJECT, REFER TO RISER FOR TYPE IS +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 4'-0" AFF X +H INTERCOM MASTER STATION, WAll MOUNTED X= TYPE, IF NOT SHOWN, ONLY ONE TYPE IN PROJECT, REFER TO RISER FOR TYPE IM +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 4'-0" AFF +H CALL STATION (THROUGH PHONE LINE) FOR BUILDING ENTRY, WALL MOUNTED +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 4'-0" AFF CS +H GLASS BREAK SENSOR, WALL MOUNTED +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 7'-0" AFF GB +H DURESS PANIC BUTTON, WALL MOUNTED +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 4'-0" AFF D +H DURESS PANIC BUTTON, WALL MOUNTED +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 8'-0" AFF IA X U +H TELEVISION OUTLET, CORRDINATE ROUGH-IN WITH TV MOUNT INSTALLER, WALL MOUNTED X= DENOTES TYPE OF OUTLET, SEE DETAIL FOR MORE INFORMATION TV +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 7'-0" AFF U=USER(IF APPLICABLE). THIS ONLY APPLIES TO DATA AND FIBER NOT COAX SY U +H Y: AS DESCRIBED FOR TELECOMMUNICATIONS OUTLET U: AS DESCRIBED FOR TELECOMMUNICATIONS OUTLET MECH OUTLET FOR MECHANICAL/ ELECTRICAL/ FIRE ALARM/ ELEVATOR/ STAR CONNECTION +H= IF NOT SHOWN, COORDINATE EXACT LOCATION WITH DEVICE XY U +H Y: AS DESCRIBED FOR TELECOMMUNICATIONS OUTLET U: AS DESCRIBED FOR TELECOMMUNICATIONS OUTLET WAP OUTLET FOR WIRELESS ACCESS POINT, WALL MOUNTED +H= MOUNTING HEIGHT IN INCHES AT CENTER OF OUTLET, IF NOT SHOWN, INSTALL AT 8'-0" AFF XY U XY: AS DESCRIBED FOR TELECOMMUNICATIONS OUTLET U: AS DESCRIBED FOR TELECOMMUNICATIONS OUTLET OUTLET FOR WIRELESS ACCESS POINT, MOUNTED ON FINISHED CEILING WAP W,WP XNYZ U +H TELECOMMUNICATION OUTLET X= MOUNTING: (E= EXISTING, F= FLUSH, S= SURFACE, M= MODULAR FURNITURE ADAPTER, P= POLE, L= FLOOR, R= RACEWAY, C=COUNTERTOP) N= NUMBER OF DATA CABLES IN THE FACEPLATE Y= NOT USED Z= NUMBER OF FIBER OPTIC STRANDS IN THE FACEPLATE U= USER(IF APPLICABLE) +H= INSTALLATION HEIGHT IN INCHES AT CENTER OF OUTLET, COORDINATE WITH ELECTRICAL. IF NOT SHOWN INSTALL AT TYPICAL RECEPTACLE HEIGHT. C=COUNTERTOP W= WALL TELEPHONE FACEPLATE WITH SUPPORT STUDS, INSTALLED AT 48" AFF AT CENTER OF OUTLET AND 12" FROM EDGE OF WALL. WP=WEATHERPROOF EXAMPLE: F2 = TWO DATA JACKS IN A SINGLE FACEPLATE, FLUSH MOUNTED XY U XY: AS DESCRIBED FOR TELECOMMUNICATIONS OUTLET U: AS DESCRIBED FOR TELECOMMUNICATIONS OUTLET CEILING MOUNTED INFORMATION OUTLET, MOUNTED ON FINISHED CEILING XY U +H XY= AS DESCRIBED FOR TELECOMMUNICATIONS OUTLET U: AS DESCRIBED FOR TELECOMMUNICATIONS OUTLET G= DENOTES # OF GANGS AV BACKBOX, INSTALLED BEHIND DISPLAY/ CREDENZA RACK, COORDINATE BACKBOX PRIOR TO AG +H= MOUNTING HEIGHT IN INCHES AT CENTER OF DEVICE ROUGH-IN. REFER TO DETAIL & SCHEDULE FOR MORE INFORMATION XY U +H XY= AS DESCRIBED FOR TELECOMMUNICATIONS OUTLET U: AS DESCRIBED FOR TELECOMMUNICATIONS OUTLET G= DENOTES # OF GANGS RECESS IN-WALL STORAGE BOX, INSTALLED BEHIND DISPLAY, COORDINATE BACKBOX PRIOR TO RG +H= MOUNTING HEIGHT IN INCHES AT CENTER OF DEVICE ROUGH-IN. REFER TO DETAIL & SCHEDULE FOR MORE INFORMATION 1. A. B. C. D. THE FOLLOWING CABLE COLORS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR FOR THIS PROJECT: VOICE-DATA - BLUE VSS CAMERAS - GREEN ACS DOORS - YELLOW A-V SYSTEM - WHITE CAT. 6 CABLE COLOR LEGEND 1. 2. 3. 4. ACCESS CONTROL SYSTEM SHALL BE LENEL/S2 TO MATCH EXISTING SYSTEM IN-USE BY CITY OF DELAND. CONTRACTOR WILL PROVIDE AND INSTALL ALL VSS CAMERAS FOR PROJECT. CAMERAS INSTALLED BY CONTRACTOR SHALL BE COMPATIBLE WITH CITY OF DELAND'S EXISTING VMS "EXACQ-VISION". CONTRACTOR WILL PROVIDE AND INSTALL ALL WAPS. CONTRACTOR SHALL PROVIDE BISCUIT-STYLE JACK WITH 10-FEET OF SLACK AT ALL WAP LOCATIONS SHOWN ON PLANS. WAPS SHALL BE RUCKUS #901-R550-US00 WITH POWER SUPPLY #902-1169- US00. NO EQUALS WILL BE ALLOWED FOR WAP MANUFACTURER IN ORDER TO MAINTAIN CONTINUITY WITH CITY'S WAP PROGRAM. CONTRACTOR SHALL PROVIDE A DELEGATED DESIGN OF A CELL-PHONE BI-DIRECTIONAL ANTENNA SYSTEM FOR INTERIOR OF THE BUILDING. THE CELL-PHONE BI-DIRECTIONAL ANTENNA SYSTEM SHALL REPEAT THE SIGNAL FOR ALL (3) MAJOR CARRIERS (AT&T / VERIZON - T-MOBILE). OWNER GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. A. B. DISTRIBUTED ANTENNA SYSTEMS (DAS) SHALL BE A DELEGATED DESIGN AND INSTALLATION OF A PUBLIC SAFETY SYSTEMS BOOSTING THE LOCAL FIRST RESPONDERS FREQUENCY SIGNALS WHERE THEY ARE DEFICIENT IN THE BUILDING. THIS SHALL INCLUDE ALL COMMISSIONING AND TESTING OF SYSTEM IN ACCORDANCE WITH THESE PLANS AND THE APPLICABLE SPECIFICATION SECTIONS. SYSTEM SHALL SUPPORT FREQUENCIES REQUIRED FREQUENCIES PROVIDED BY THE AHJ. DAS SYSTEMS SHALL MEET NFPA 1221 REQUIREMENTS, AS WELL AS LOCAL/STATE/NATIONAL CODES, INCLUDING LATEST EDITION OF THE FLORIDA BUILDING CODE, ADMINISTRATIVE CODE & STATUTES. DAS SYSTEM ALARMS SHALL REPORT TO THE FIRE ALARM CONTROL PANEL AND BE PROVIDED WITH A DAS DEDICATED ANNUNCIATOR PANEL LOCATED AT A MONITORED LOCATION. DAS SYSTEM VERTICAL RISER SHALL BE DESIGNED TO A LEVEL 2 SURVIVABILITY PATHWAY FOR CABLE AND ALL ROOMS OR SHAFTS CONTAINING DAS EQUIPMENT SHALL BE 2-HOUR RATED. ALL HORIZONTAL DAS CABLING LOCATED OUTSIDE OF THE 2- HOUR RATED CHASE/ROOMS SHALL BE IN METAL RACEWAY (MINIMUM IMC) WITH A MINIMUM LEVEL 1 SURVIVABILITY, ALL DAS RACEWAYS SHALL HAVE A MINIMUM BEND RADIUS OF 12-INCHES. ALL DAS RELATED PULLBOXES SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR, WETHER INDICATED ON THE PLANS OR NOT, IN ORDER TO COMPLY WITH PULLING TENSION AND BEND RADIUS REQUIREMENTS ON CABLES, PER THE MANUFACTURER. RADIO EQUIPMENT SHALL BE FCC COMPLIANT. REFER TO RELATED SPECIFICATIONS FOR ADDITIONAL INFORMATION OR REQUIREMENTS. EXTERIOR ANTENNAS SHALL BE HIGH GAIN, VERTICALLY POLARIZED AND PERFORM IN THE AHJ REQUIRED OPERATING FREQUENCIES AS INDICATED ABOVE. REFER TO RELATED SPECIFICATIONS FOR ADDITIONAL INFORMATION OR REQUIREMENTS. THE CONTRACTOR'S BID PRICE SHALL INCLUDE THE FOLLOWING: AN INITIAL 1ST RESPONDER RADIO COVERAGE SURVEY OF BUILDING, AFTER MAJORITY OF WALLS AND SYSTEMS ARE INSTALLED, SURVEY SHALL BE SUBMITTED TO AHJ FOR REVIEW AND APPROVAL. IF AHJ DEEMS A BOOSTER SYSTEM IS REQUIRED FOR BUILDING, THE CONTRACTOR SHALL PROVIDE A DELEGATED DESIGN OF THE DAS IN ACCORDANCE WITH THESE DRAWINGS AND SPECIFICATION SECTION 280537. DISTRIBUTED ANTENNA SYSTEM GENERAL NOTES REVISIONS: DRAWN BY: CHECKED BY: DATE: SLA JOB NUMBER SHEET NUMBER A B C D E ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. 1 2 3 4 5 1 2 3 4 5 NOT FOR CONSTRUCTION INPROGRESS DOCUMENTS FOR INTERIM REVIEW ONLY. NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. SUBMISSIONS: Ref Description Date A Schematic B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR PROJECT NUMBER T001 4/2/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 TECHNOLOGY SYMBOLS, LEGEND, NOTES AND INDEX 30% CDS SLA 470-23-49 101918 04-03-2026 No. Description Date TECHNOLOGY DRAWING INDEX SHEET DESCRIPTION T001 TECHNOLOGY SYMBOLS, LEGEND, NOTES AND INDEX T051 TECHNOLOGY SITE PLAN T101 TECHNOLOGY LOWER FLOOR PLAN T102 TECHNOLOGY MAIN FLOOR PLAN T103 TECHNOLOGY SECOND FLOOR PLAN T104 TECHNOLOGY THIRD FLOOR PLAN T121 TECHNOLOGY LOWER RCP T122 TECHNOLOGY MAIN RCP T123 TECHNOLOGY SECOND RCP T124 TECHNOLOGY THIRD RCP T401 ENLARGED PLANS T501 TECHNOLOGY RISER DIAGRAMS T601 TECHNOLOGY SCHEDULES T701 TECHNOLOGY DETAILS NOTE FROM ARCHITECT: REFER TO ARCHITECTURAL REFLECTED CEILING PLANS (A700's) FOR DEVICE LOCATIONS. SHEETS NOTED ON THIS DRAWING INDEX ARE STILL BEING DEVELOPED AND WILL BE INCLUDED IN 60% PACKAGE.