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ATLANTIC OCEAN CARIBBEAN SEA THE ISLAND OF ST. THOMAS PROJECT LOCATION 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 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 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 Health Justa E. Encarnacion COMMISSIONER Reuben Molloy ASSISTANT COMMISSIONER 4006 Estate Diamond Christiansted, St. Croix, VI 00820 PHONE: (340) 774-0001 EMAIL: reuben.molloy@doh.vi.gov 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 MAP AGENCIES ODR TASK ORDER NUMBER ODR TASK ORDER #: G000 04.06.2026 JT HK 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER COVER SHEET B: 30% CONSTRUCTION DOCUMENTS 470-23-50 B: 30% CONSTRUCTION DOCUMENTS 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER 010-8-101472 010-8-101472 10/15/2025 04/06/2026 SITE SHEET INDEX CR # SHEET # SHEET NAME GENERAL G000 COVER SHEET G001 SYMBOLS, LEGENDS, KEYNOTES, ABBREV & FINISH SELECTIONS G002 ACCESSIBILITY CLEARANCES G003 TYPICAL ACCESSIBILITY & SITE DETAILS G004 TYPICAL MOUNTING HEIGHTS G101 CODE ANALYSIS G102 LIFE SAFETY PLANS G201 WALL & PARTITION TYPES G202 UL DETAILS ARCHITECTURAL A101 LOWER FLOOR PLAN & RCP A111 MAIN FLOOR PLAN & RCP A121 2ND FLOOR PLANS A122 2ND FLOOR FF&E PLAN A301 SECTIONS A451 ENLARGED PLANS & INTERIOR ELEVATIONS A601 DOOR & WINDOW SCHEDULES A801 LOWER & MAIN FLOOR FINISH PLANS A802 2ND FLOOR RCP & FINISH PLAN FIRE PROTECTION FP001A FIRE PROTECTION SYMBOLS & NOTES FP101A FIRE PROTECTION FLOOR PLANS PLUMBING P001 A PLUMBING SYMBOLS, LEGEND, NOTES AND INDEX P102 A PLUMBING LOWER FLOOR PLAN P104 A PLUMBING SECOND FLOOR PLAN P401 PLUMBING RISER DIAGRAM MECHANICAL M001 MECHANICAL SYMBOLS, LEGEND, NOTES AND INDEX M101 MECHANICAL PLAN M601 MECHANICAL DETAILS M701 MECHANICAL SCHEDULES ELECTRICAL E001 ELECTRICAL SYMBOLS, LEGEND, NOTES E002 ELECTRICAL GENERAL NOTES E101 POWER LOWER FLOOR PLAN E102 POWER MAIN FLOOR PLAN E103 POWER SECOND FLOOR PLAN E121 LIGHTING LOWER FLOOR RCP E122 LIGHTING MAIN FLOOR RCP E123 LIGHTING SECOND FLOOR RCP E601 ELECTRICAL ONE-LINE DIAGRAM E651 ELECTRICAL ENLARGED PLANS SECOND FLOOR UPFIT No. Description Date 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 CONSTRUCTION SYMBOL LEGEND ROOM NAME AND NUMBER LOBBY 100 100 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 A603 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 PLOT PROPERTY LINE SETBACK LINE UNMARKED CORNER UTILITY POLE CONCRETE MONUMENT (FOUND) SEWER LINE FENCE CHAINLINK LINE ELECTRIC LINE SITE SYMBOL LEGEND EXISTING PLUMBING FIXTURES TO REMAIN NEW PLUMBING FIXTURES - SEE PLUMBING FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER - WALL MOUNTED EXISTING WALL LINE OF OBJECT ABOVE NEW DOOR - SEE A601 EXISTING DOOR NOT IN SCOPE NEW WALL NEW CASEWORK NEW UPPER CASEWORK GENERAL 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.) CARPET CPT 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 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 EXIT DOOR CAP LOAD XX" CLEAR CAP - EXIT CAPACITY LOAD - ANTICIPATED LOAD 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 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 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. GENERAL LEGEND ABBREVIATIONS AB AIR BARRIER AB 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 STOREFRONT 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 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 ACT-1 GYPSUM BOARD CEILING GYB-1 - PAINT, TYP EXTERIOR CEILING MOUNTED LIGHT FIXTURE - SEE ELECTRICAL EXTERIOR CEILING MOUNTED SPECIALTY LIGHT FIXTURE EXTERIOR METAL PANEL CEILING SYSTEM MCP-3 EXTERIOR SOFFIT XXX - PAINT, TYP METAL PANEL CEILING SYSTEM MCP-1 METAL PANEL CEILING SYSTEM MCP-2 DECORATIVE ACOUSTIC CEILING TILE PENDANT LIGHT FIXTURE - SEE ELECTRICAL 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 HK 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER SYMBOLS, LEGENDS, KEYNOTES, ABBREV & FINISH SELECTIONS B: 30% CONSTRUCTION DOCUMENTS 470-23-50 010-8-101472 10/15/2025 04/06/2026 KEYNOTES - OVERALL NEW WORK # DESCRIPTION 200 - ROOF & EXTERIOR 216 ROOF-MOUNTED MECHANICAL DOG HOUSE AT EXHAUST FAN 300 - INTERIOR CONSTRUCTION & MILLWORK 303 RIGID INSULATION, METAL STUD, AND GYPSUM ASSEMBLY AT ALL EXTERIOR WALLS 306 BULLETPROOF TRANSACTION WINDOW WITH SOLID SURFACE COUNTER - SEE MILLWORK DETAILS 307 PLASTIC LAMINATE CABINETRY AND SOLID SURFACE COUNTERTOP - REFER TO 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 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) 600 - COORDINATION 608 SLOPE FLOOR TO DRAIN 1/8" / 12" - SEE PLUMBING/CIVIL 610 MECHANICAL DUCTS IN MECHANICAL SHAFT, SEE MECHANICAL DRAWINGS 615 DRINKING FOUNTAIN - SEE PLUMBING 700 - RCP 701 DECORATIVE ACOUSTIC CEILING 702 SPECIALTY LIGHTING 706 CEILING PLENUM ACCESS DOOR, SEE SPECS (FINAL LOCATION TO BE COORD W OWNER) 715 ACOUSTIC CEILING TILES 800 - FINISHES 812 OPERABLE INTERIOR WINDOW SHADE 813 SOLID SURFACE WINDOW SILL FINISH SELECTIONS - OVERALL MARK MATERIAL TYPE PRODUCT DESCRIPTION INSTALLATION COMMENTS REP CONTACT INTERIOR ACT-1 ACOUSTICAL CEILING TILE: 24" x 24" USG: RADAR CLIMAPLUS #2410; COLOR: WHITE GRID: USG; DONN DX.DXL; FLAT WHITE #50 C-1 SEALED CONCRETE CG-1 CORNER GUARD 90 DEGREE CS ACROVYN; SM-20N; COLOR: TBD SEE DETAIL C1/ A700, 4' HIGH CPT-1 CARPET TILES INTERFACE; STYLE: TBD; ASHLAR INSTALLATION OFFICES LVT-1 LUXURY VINYL TILE SHAW CONTRACT; TERRAIN II; COLOR TBD ASHLAR LVT-2 LUXURY VINYL TILE MANNINGTON; TBD TBD P-1 GENERAL WALL PAINT SHERWIN WILLIAMS; TBD ; EGGSHELL GENERAL WALL PAINT P-2 TRIM AND DOOR PAINT SHERWIN WILLIAMS; TBD HM DOORS AND FRAMES - SEMI GLOSS P-4 ACCENT PAINT SHERWIN WILLIAMS, TBD; EGGSHELL P-5 CEILING PAINT SHERWIN WILLIAMS, SW 7007 CEILING BRIGHT WHITE PL-1 PLASTIC LAMINATE WILSONART RVS-1 WALL PROTECTION ACROVYN; RIGID VINYL SHEET 4000; COLOR TBD BRIAN FOSTER; bfoster@specpro.us SC-1 STAINED CONCRETE SS-1 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 TB-1 TILE BASE 6" DALTILE; VIRTUO; COMPOSER VR11; 6" H COVE BASE TOILET ROOMS @ GYP. BD. WALLS COURTNEY HAMPTON; COURTNEY.HAMPTON@DALTILE.COM TB-2 TILE BASE 5 x 6 DALTILE; DALTILE QUARRY TILE BASE, COLOR: ARID FLASH; 5 x 6" ROUND TOP COVE BASE COURTNEY HAMPTON; COURTNEY.HAMPTON@DALTILE.COM TCF-1 TEXTILE COMPOSITION FLOORING (KINETEX) J+J FLOORING; STYLE: TBD; ASHLAR INSTALLATION WB-1 WALL BASE 4" TARKETT; JOHNSONITE; 4" HIGH MILLWORK BASE, COLOR- TBD WF-1 WALK-OFF CARPET TILE, 24"x24" J+J FLOORING; SERIES: STYLE: INCOGNITO; COLOR:TBD QUARTER-TURN INSTALLATION No. Description Date 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 G002 04.06.2026 JT Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER ACCESSIBILITY CLEARANCES B: 30% CONSTRUCTION DOCUMENTS 470-23-50 010-8-101472 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 (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" 0' - 8" 2' - 3" 0' - 9" 0' - 11" 0' - 6" 0' - 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 0' - 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 0' - 8" MIN 205 mm MIN 205 mm 0' - 8" 1626 mm 5' - 4" MIN MIN 280 mm 0' - 11" 1065 mm 3' - 6" MIN MIN 280 mm 0' - 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 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 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 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, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER TYPICAL ACCESSIBILITY & SITE DETAILS B: 30% CONSTRUCTION DOCUMENTS 470-23-50 010-8-101472 10/15/2025 04/06/2026 1/2" = 1'-0" G003 CLEAR FLOOR SPACES E3 NOT TO SCALE G003 KNEE AND TOE CLEARANCES B3 NOT TO SCALE G003 PROTRUDING OBJECTS B5 1/2" = 1'-0" G003 REACH RANGES C3 1/2" = 1'-0" G003 TURNING SPACES D3 NOT TO SCALE G003 GENERAL SITE AND BUILDING ELEMENTS A1 NOT TO SCALE G003 FLOOR AND GROUND SURFACES 1 No. Description Date FLOOR LINE 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" REASSESSED PAPER TOWEL DISPENSER REASSESSED 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 T.V. PATIENT TRACKING BOARDS 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 FIRE EXTINGUISHER CABINET 15" MIN 48" MAX FULL-LENGTH MIRROR TO DISPENSING MECH 34" MIN TO DISPENSING MECHANISM 46" MAX 15" MIN WALL 9" MIN ADA HEIGHT 33" - 36" STANDING HEIGHT 38" - 43" 16" - 18" DRINKING FOUNTAIN WALL MOUNTED FRONT ELEVATION BATHROOM FIXTURES 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 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 G004 04.06.2026 JT Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER TYPICAL MOUNTING HEIGHTS B: 30% CONSTRUCTION DOCUMENTS 470-23-50 010-8-101472 10/15/2025 04/06/2026 No. Description Date NAME OF PROJECT: ADDRESS: PHONE: CODE ENFORCEMENT JURISDICTION: OWNER/AUTHORIZED AGENT: KNUD HANSEN TOWER REPLACEMENT 1303 HOSPITAL GROUND ROAD 340-774-0001 USVI DEPT OF HEALTH 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 +/- 65' N/A 299 8,127 ST. THOMAS, USVI ZIP CODE: 00802 EMAIL: CITY / COUNTY PRIVATE STATE 4006 ESTATE DIAMOND, 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 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 XXXX jerry.traino@novusarchitects.com CIVIL FIRE ALARM PLUMBING MECHANICAL SPRINKLER-STANDPIPE STRUCTURAL ELECTRICAL RETAINING WALL > 5' HIGH TLC ENGINEERING - stephen.cotton@tlc-eng.com 321.877.4260 - - - - - CONTACT XXXX - XXXXXX XXXXXX COMMISSIONER JUSTA ENCARNACION reuben.molloy@doh.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): None 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 FIRE SEPARATION DISTANCE (FEET) REQ'D PROVIDED (W/_______* REDUCTION) RATING STRUCTURAL FRAME TO INCLUDE COLUMNS, GIRDERS, AND TRUSSES BEARING WALLS EXTERIOR NORTH EAST WEST SOUTH INTERIOR NON-BEARING WALLS EXTERIOR NORTH EAST WEST 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 - > 30'-0" 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) 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 N/A - - - - N/A - - - - 0 - - - - 0 - - - - 0 - - - - 0 N/A - - - - N/A - - - - 0 N/A - - - - N/A - - - - 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 - - - - 1 G201 - - 0 - - - - G201 U419 - - - - - - - - - - ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS ROOF CEILING ASSEMBLIES COLUMNS SUPPORTING ROOFS 0 - - - - - - - - 0 N/A - - - - SMOKE PARTITION - - - - TENANT / DWELLING UNIT / SLEEPING UNIT SEPARATION N/A - - - - 0 N/A - - - - ALLOWABLE AREA (%) PERCENTAGE OF WALL OPENING CALCULATIONS 45% NO LIMIT DEGREE OF OPENINGS PROTECTION (TABLE 705.9) UNPROTECTED, SPRINKLERED ACTUALLY SHOWN ON PLANS (%) 25% 25% FIRE SEPARATION DISTANCE (FEET) FROM PROPERTY LINES NORTH & EAST WALLS > 20' 45% 25% LIFE SAFETY PLAN SHEETS #: G102 14'-8" 10'-0" 21'-6" 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 - - - - - - - - - - - - - - - - - BUILDING AREA ALLOWABLE DISTANCE PROJECTIONS T705.2 - - MINIMUM DISTANCE FROM LINE USED TO DETERMINE FSD - - ACTUAL DISTANCE - - FIRE SEPARATION DISTANCE (FEET) - - - - - - EXIT ARRANGEMENT BY DISTANCE BUILDING STORY OR SPACE DESIGNATION NUMBER OF EXITS (TABLE 1006.3.3) TRAVEL DISTANCE (TABLE 1017.2) MINIMUM REQUIRED - - 1 ACTUAL PROVIDED 1,2 MAX ALLOWABLE ACTUAL PROVIDED ARRANGEMENT OF MEANS OF EGRESS (SECTION 1007) ACTUAL PROVIDED REQUIRED DISTANCE BETWEEN EXITS - - EGRESS WIDTH BY OCCUPANT LOAD USE GROUP OR SPACE DESIGNATION AREA USING MEANS OF EGRESS (SQFT) (b) EGRESS WIDTH FACTOR (1005.3) MAIN LOWER 2 SECOND 7624 51 1 EGRESS WIDTH (inches) ACTUAL WIDTH (cumulative) REQUIRED WIDTH (a x b)2,3 STAIR OTHER STAIR OTHER STAIR OTHER 10.2 32 7.65 0.15 LOAD FACTOR (TABLE 1004.5) 1 (a) CALCULATED OCCUPANCY LOAD 0.15 1 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 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 MAIN LEVEL 22 67 - 1 2 - - - - - - - TOTAL - 1 2 B: MEDICAL CLINIC MALE FEMALE WATER CLOSETS URINALS OCC. RATIO OCC. LOAD PROPOSED REQUIRED 27 2 1 27 2 27 1 1 - - - UNISEX* 1 - 2 MALE FEMALE 27 1 27 1 UNISEX* 1 - LAVATORIES DRINKING FOUNTAINS 54 2 1 - 1 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: DESCRIPTION OF ASSEMBLY: ROOF / CEILING ASSEMBLY (EACH ASSEMBLY) N/A U-VALUE OF SKYLIGHT: N/A TOTAL SQUARE FOOTAGE OFSKYLIGHTS IN EACH ASSEMBLY: N/A 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) U-VALUE OF TOTAL ASSEMBLY: R-VALUE OF INSULATION: DESCRIPTION OF ASSEMBLY: WALLS BELOW GRADE (EACH ASSEMBLY) U-VALUE OF TOTAL ASSEMBLY: DESCRIPTION OF ASSEMBLY: FLOORS OVER UNCONDITIONED SPACE (EACH ASSEMBLY) R-VALUE OF INSULATION: SLAB HEATED: U-VALUE OF TOTAL ASSEMBLY: R-VALUE OF INSULATION: DESCRIPTION OF ASSEMBLY: FLOOR SLAB ON GRADE HORIZONTAL / VERTICAL REQUIREMENT: LOCAL AMENDMENT(S): N/A (SECTION 302) (SECTION 508.2) None 2A 3A 4A 1A 5A - TLC ENGINEERING TLC ENGINEERING TLC ENGINEERING STEPHEN COTTON STEPHEN COTTON JIM MULLEN JIM MULLEN stephen.cotton@tlc-eng.com 321.877.4260 321.877.4295 321.877.4295 - jim.mullen@tlc-eng.com jim.mullen@tlc-eng.com 8,127 299 - - 304 150 @150 gross 0.15 0.15 32 32 0.30 N/A 1:50 1:30 - - 1:40 1:40 1:150 SERVICE / LAUNDRY SINK 1:100 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 2024 IEBC EXISTING BUILDING CODE: PRESCRIPTIVE LEVEL HISTORIC PROPERTY REPAIR LEVEL CHAPTER 14 LEVEL CONSTRUCTED: (DATE) CURRENT OCCUPANCY (S) (CH. 3): ALTERATION: RENOVATED: (DATE) PROPOSED OCCUPANCY (S) (CH. 3): I I I I I I CHANGE OF USE CODE APPLICATION BASEMENT N/A N/A N/A N/A N/A N/A N/A 7,689 7,689 PROJECT INFORMATION 54 OCCUPANTS 2 2 None None 0 0 0 1 0 0 N/A - - 10'-0" 10'-0" > 30'-0" 18'-4" WEST WALLS 14'-8'' SOUTH WALLS 10' UNPROTECTED, SPRINKLERED UNPROTECTED, SPRINKLERED N/A N/A N/A 22 24 44 INCHES 72 INCHES 32 INCHES 44 INCHES 1 - N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NA N/A N/A N/A N/A N/A N/A * NOTE ANY CODE EXCEPTIONS OR TABLE NOTES THAT MAY HAVE BEEN UTILIZED REGARDING THE ITEMS ABOVE. 843.437.8879 N/A 139 139 - - - - - - - - - - - N/A N/A - - - - - - - - - - - - 0 0 0 N/A N/A N/A N/A N/A N/A - 1 N/A N/A N/A N/A N/A - 2ND FLOOR CLINIC MAIN FLOOR OFFICE 0.2 0.2 0.2 @150 gross @150 gross 96 - - 1 1 2 2 LOWER FLOOR LOBBY 1 1 300 300 300 145'-7" 26'-4" 48'-6" 78'-10" 15' U419 1 1 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) 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 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 FOR STRUCTURES BETWEEN 1,400 SF AND 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 FLOOR AREA (SQ. FT.) STRUCTURE MASONRY/CONCRETE STRUCTURAL STEEL YES: NO 2017 ICC A117.1 STANDARD FOR ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES TENANT UPFIT ON SECOND FLOOR OF NEWLY CONSTRUCTED BUILDING FOR NEW DEPARTMENT OF HEALTH COMMUNITY HEALTH CLINIC. CLINIC TO INCLUDE 5 EXAM ROOMS, MULTIPLE OFFICES, TWO INFECTIOUS DISEASE ISOLATION ROOMS, UTILITY SPACES, BREAKROOM. AND CONFERENCE ROOM FOR STAFF. REQUIRED PARKING WILL BE ACCOMMODATED ONSITE IN EXISTING LOT. PROJECT DESCRIPTION FEDERAL ENVIRONMENTAL HISTORICAL PRESERVATION USVI DEPARTMENT OF PLANNING & NATURAL RESOURCES STORMWATER REGULATIONS PROJECT # FEMA PROJECT IDENTIFICATION P/W # TITLE 101472 1362 TMUS012 - GM101472 - KNUD HANSEN TOWER REPLACEMENT 1303 HOSPITAL GROUND ROAD STT HOSPITAL GROUND NO 780000 0028G X P PUBLIC MEDICAL CLINIC N/A N/A N/A N/A N/A 139 299 7,689 8,127 N/A 67 YES ASPHALT 4'-6' TALL FENCE, WALL, OR HEDGE REQUIRED 10' ONSITE 1 SPACE PER 5 EMPLOYEES, PLUS 1 SPACE PER PROFESSIONAL 22 REQUIRED POST-MOUNTED DOWN LIGHTS N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 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, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER CODE ANALYSIS B: 30% CONSTRUCTION DOCUMENTS 470-23-50 010-8-101472 10/15/2025 04/06/2026 No. Description Date 124 SF LOBBY 0700 FIRE PUMP 187 SF 0012 • LOWER FLOOR = 225 SF Business Use Occupancy: 139 gross SF @ 1 occup./150 sf = 1 occupant EXIT DOOR 160 0 32" CLEAR PUBLIC RIGHT OF WAY EXIT DOOR 160 1 32" CLEAR TRAVEL DISTANCE 120' - 1" < 300' TRAVEL DISTANCE 147' - 6" < 300' 136 SF LOBBY 1700 70 SF SECURITY 1702 65 SF INTAKE 1701 • MAIN FLOOR = 304 SF Business Use Occupancy: 304 gross SF @ 1 occup./150 sf = 3 occupants TRAVEL DISTANCE: (26'-4") EXIT DOOR 160 3 32" CLEAR EXIT DOOR 160 26 32" CLEAR EXIT DOOR 160 25 32" CLEAR EXIT DOOR 160 25 32" CLEAR PUBLIC RIGHT OF WAY 258 SF LOBBY 2700 193 SF WAITING ROOM 2701 100 SF CASHIER 2703 92 SF TRIAGE/VITALS 2501 95 SF FLEX NURSING 2502 97 SF EXAM 1 2505 100 SF EXAM 2 2506 100 SF EXAM 3 2508 98 SF EXAM 4 2510 226 SF TREATMENT SUITE 2512 32 SF SUPPLIES 2503 78 SF DISEASE INTERVENTION SPECIALIST 2546 TRAVEL DISTANCE: (87'-3") TRAVEL DISTANCE: (138'-10") TRAVEL DISTANCE: (69'-6") TRAVEL DISTANCE: (109'-9") 52 SF PATIENT TLT. 2705 42 SF PUBLIC TLT. 2704 55 SF PUBLIC TLT. 2702 78 SF DISEASE INTERVENTION SPECIALIST 2544 78 SF LINKAGE TO CARE COORDINATOR 2543 78 SF MEDICAL CASE MANAGER 2541 78 SF MEDICAL CASE MANAGER 2539 78 SF TB COORDINATOR 2537 75 SF TELEHEALTH 2535 76 SF EPIDEMIOLOGY 2533 112 SF DIRECTOR 2532 81 SF COORDINATOR 2531 81 SF CASE MANAGER 2530 79 SF ADMIN OFFICER 2528 81 SF COMMUNITY HEALTH WORKER 2527 109 SF PROGRAM ADMINISTRATOR 2526 90 SF OUTREACH 2529 763 SF CORRIDOR 2 2708 80 SF SURVEILLANCE OFFICER 2534 80 SF SURVEILLANCE OFFICER 2536 80 SF SURVEILLANCE OFFICER 2538 67 SF NURSE PRACTITIONER 2540 70 SF PHYSICIAN 2542 79 SF ADMIN SERVICES 2525 65 SF LACTATION 2715 162 SF BREAKROOM 2714 79 SF ADMIN OFFICER 2524 139 SF MECHANICAL 2716 156 SF CONFERENCE ROOM 2713 41 SF STAFF TLT. 2712 60 SF STAFF TLT. 2711 50 SF ELECTRICAL 2710 52 SF TELECOM 2709 40 SF UTILITY 2523 34 SF BIOHAZARD 2517 112 SF EXAM 7 (ISO) 2516 77 SF ANTEROOM 2515 20 SF JANITOR 2707 64 SF HEAD NURSE 2518 49 SF SOILED UTILITY 2519 43 SF CLEAN UTILITY 2520 47 SF STORAGE 2521 72 SF PHYSICIAN 2545 71 SF PHYSICIAN 2504 80 SF COUNSELING 2507 97 SF MEDICAL STORAGE 2509 139 SF NURSE STATION 2511 102 SF EXAM 6 (ISO) 2514 118 SF EXAM 5 (PRENATAL) 2513 48 SF RECORDS 2522 947 SF CORRIDOR 1 2706 289 SF STAIR 2 S22 P P FEC FEC MINIMUM DISTANCE BTWN EXITS @1/3 MAX DIAGONAL: (+/- 48'-6") ACTUAL DISTANCE BETWEEN EXITS: (78'-10") DIAGONAL DISTANCE: (145'- 7") • 2ND FLOOR = 7,624 SF Business Use Occupancy: 7,614 gross SF @ 1 occup./150 sf = 51 occupants EXIT DOOR 160 25 32" CLEAR EXIT DOOR 160 26 32" CLEAR EXIT DOOR 160 26 32" CLEAR ELEVATOR 75 SF STAIR 1 195 SF S21 P P 2-HR RATED FIRE BARRIER: STAIR 1: C.I.P. CONCRETE, SEE SHT. G201 1-HR RATED FIRE BARRIER: TENANT SEPARATION 2-HR RATED FIRE BARRIER: STAIR 2: CIP CONCRETE, SEE SHT G201 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 EXIT DOOR CAP LOAD XX" CLEAR CAP - EXIT CAPACITY LOAD - ANTICIPATED LOAD 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 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 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. GENERAL 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 G102 04.06.2026 JT Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER LIFE SAFETY PLANS B: 30% CONSTRUCTION DOCUMENTS 470-23-50 010-8-101472 10/15/2025 04/06/2026 1/16" = 1'-0" G102 LOWER FLOOR LIFE SAFETY B1 1/16" = 1'-0" G102 MAIN FLOOR LIFE SAFETY B3 1/16" = 1'-0" G102 2ND 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 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 EXISTING 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. 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 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, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER WALL & PARTITION TYPES B: 30% CONSTRUCTION DOCUMENTS 470-23-50 010-8-101472 10/15/2025 04/06/2026 TAG STUD HEIGHT INSULATION TYPE COMMENTS M01 3-5/8" CLG +6" - M04 3-5/8" TO DECK SOUND BATT M44 6" TO DECK SOUND BATT TAG STUD UL # RATING INSULATION TYPE COMMENTS M07 3-5/8" U419 1 HR SOUND BATT (1) LAYER TYPE 'X' GYP EACH SIDE. M47 6" U419 1 HR SOUND BATT (1) LAYER TYPE 'X' GYP EACH SIDE. TAG STUD / CHANNEL HEIGHT INSULATION TYPE COMMENTS 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 No. Description Date 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 Programming B 60% CDs C 90% CDs D 100% CDs E 30% CDs ODR TASK ORDER NUMBER G202 04.06.2026 JT Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER UL DETAILS B: 30% CONSTRUCTION DOCUMENTS 470-23-50 010-8-101472 10/15/2025 04/06/2026 No. Description Date G.3 1 2 3 4 A E C D B 3.1 D.2 1.1 A.1 D.1 A.2 B.1 LOBBY 0700 F24 F13 F24 STAIR 2 S02 ELEV. 01 E01 10' - 10" 12' - 10" F13 403 510 OC10 G.3 1 2 3 4 A E C D B 3.1 D.2 1.1 A.1 D.1 A.2 B.1 9' - 6" LOBBY 0700 1 1.1 2 3 3.1 4 E D.2 D.1 D C B.1 B A.2 A.1 A 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 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. GENERAL LEGEND NORTH 1. 2. 3. 4. PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF DISCREPANCIES GREATER THAN 2" PRIOR TO FRAMING WALLS. 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. 6. 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. ALL INTERIOR PARTITIONS ARE TYPE M43 UNLESS NOTED OTHERWISE. REFER TO G201 FOR PARTITION TYPES. GENERAL CONTRACTOR TO ADD FACILITY LABELS OF RATED ASSEMBLIES, VALVE LOCATIONS, ETC. COORDINATE WITH OWNER DURING CONSTRUCTION. REFER TO SHEETS A602 AND A604 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 CEILING SYMBOL LEGEND CEILING HEIGHT 10'-0" UNLESS OTHERWISE NOTED 10'-0" 2x2 RECESSED TROFFER FIXTURE - SEE ELECTRICAL 1X1 SURFACE MOUNTED FIXTURE - SEE ELECTRICAL 1X8 DIRECT INDIRECT 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 ACT-1 GYPSUM BOARD CEILING GYB-1 - PAINT, TYP ACOUSTIC CEILING PANEL SYSTEM ACP-1 2x2 DIRECT/ INDIRECT LAY- IN FIXTURE - SEE ELECTRICAL 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, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER LOWER FLOOR PLAN & RCP B: 30% CONSTRUCTION DOCUMENTS 470-23-50 010-8-101472 10/15/2025 04/06/2026 1/8" = 1'-0" A101 LOWER FLOOR DIMENSION & REFERENCE PLAN B1 1/8" = 1'-0" A101 LOWER FLOOR REFLECTED CEILING PLAN B3 KEYNOTES - NEW WORK # DESCRIPTION 400 - FFE 403 PROVIDE SELF CHECK-IN KIOSK - REFER TO FF&E PLAN 500 - VERTICAL CIRCULATION 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 G.3 1 2 3 4 A E C D B 3.1 D.2 1.1 A.1 D.1 A.2 B.1 LOBBY 1700 SECURITY 1702 INTAKE 1701 Q F24 F13 F13 M04 M04 STAIR 2 S12 STAIR 1 S11 EXIT CORRIDOR 1019 1702A 1701A M47 403 812 813 510 306 F2 F7 F6 F2 OC10 M07 F24 G.3 1 2 3 4 A E C D B 3.1 D.2 1.1 A.1 D.1 A.2 B.1 9' - 6" 9' - 6" SECURITY 1702 INTAKE 1701 LOBBY 1700 9' - 6" 1 1.1 2 3 3.1 4 E D.2 D.1 D C B.1 B A.2 A.1 A P-5 ACT-1 ACT-1 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 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. GENERAL LEGEND NORTH 1. 2. 3. 4. PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF DISCREPANCIES GREATER THAN 2" PRIOR TO FRAMING WALLS. 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. 6. 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. ALL INTERIOR PARTITIONS ARE TYPE M43 UNLESS NOTED OTHERWISE. REFER TO G201 FOR PARTITION TYPES. GENERAL CONTRACTOR TO ADD FACILITY LABELS OF RATED ASSEMBLIES, VALVE LOCATIONS, ETC. COORDINATE WITH OWNER DURING CONSTRUCTION. REFER TO SHEETS A602 AND A604 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 CEILING SYMBOL LEGEND CEILING HEIGHT 10'-0" UNLESS OTHERWISE NOTED 10'-0" 2x2 RECESSED TROFFER FIXTURE - SEE ELECTRICAL 1X1 SURFACE MOUNTED FIXTURE - SEE ELECTRICAL 1X8 DIRECT INDIRECT 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 ACT-1 GYPSUM BOARD CEILING GYB-1 - PAINT, TYP ACOUSTIC CEILING PANEL SYSTEM ACP-1 2x2 DIRECT/ INDIRECT LAY- IN FIXTURE - SEE ELECTRICAL 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, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER MAIN FLOOR PLAN & RCP B: 30% CONSTRUCTION DOCUMENTS 470-23-50 010-8-101472 10/15/2025 04/06/2026 1/8" = 1'-0" A111 MAIN FLOOR DIMENSION & REFERENCE PLAN B1 1/8" = 1'-0" A111 MAIN FLOOR REFLECTED CEILING PLAN B3 KEYNOTES - NEW WORK # DESCRIPTION 300 - INTERIOR CONSTRUCTION & MILLWORK 306 BULLETPROOF TRANSACTION WINDOW WITH SOLID SURFACE COUNTER - SEE MILLWORK DETAILS 400 - FFE 403 PROVIDE SELF CHECK-IN KIOSK - REFER TO FF&E PLAN 500 - VERTICAL CIRCULATION 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) 800 - FINISHES 812 OPERABLE INTERIOR WINDOW SHADE 813 SOLID SURFACE WINDOW SILL # No. Description Date 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 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. GENERAL LEGEND G.3 1 2 3 4 A E C D B 3.1 D.2 1.1 A.1 D.1 A.2 B.1 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 8' - 4" 8' - 4" 8' - 4" 8' - 4" 8' - 4" 9' - 0" 8' - 1" OUTREACH 2529 STAIR 2 S22 9' - 7" 10' - 0" 10' - 7" 10' - 7" 10' - 7" 10' - 7" 12' - 7" 10' - 10" 8' - 4" 12' - 0" 15' - 4" 16' - 4" 8' - 9" 10' - 5" 10' - 5" 10' - 5" 10' - 5" 8' - 10" 9' - 8" ALIGN ALIGN 8' - 0" 6' - 4" 6' - 11" ALIGN 9' - 7" 8' - 0" 8' - 1" 5' - 5" 8' - 11" 6' - 4" 2' - 6" 7' - 1" 2' - 7" 9' - 8" 6' - 11" ANTEROOM 2515 A451 C5 A451 B5 23' - 6" M44 M47 F12 M04 M47 M44 M44 M44 M44 M04 M04 M04 M04 M44 M04 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 F12 F12 F12 F12 M44 M44 F12 F12 M44 M04 F12 M44 M04 M04 M04 M04 M04 M04 M04 M04 M04 M04 M44 F12 F12 F12 M04 F12 M04 M04 M04 F12 M04 M04 M04 M44 M44 M44 M44 M04 M04 M04 M04 M04 M44 F12 M23 M04 M04 M04 M04 M04 M04 M04 M04 M04 M04 M04 M04 M04 M04 F12 M04 M04 M04 M04 M04 F13 F13 C45 F13 C45 C45 F13 C45 F13 M04 M04 M04 M04 M04 M04 M04 M44 12' - 0" 9' - 7" 6' - 11" 3' - 6" 8' - 5" 5' - 6" 5' - 7" 15' - 2" 8' - 5" 1' - 4" A451 E5 11' - 6" A451 D5 TESTING STATION 2708A B2 A301 813 813 3' - 2" 6' - 7" F13 F13 2711A 2712A 2714A 2715A 2702A 2704A 2705A 2713A 2513A 2512A 2510A 2508A 2506A 2505A 2502A 2532A 2700A 2703A 2526A 2706A 2524A 2525A 2527A 2530A 2531A 2536A 2538A 2534A 2535A 2537A 2539A 2541A 2543A 2544A 2546A 2545A 2504A 2542A 2540A 2523A 2507A 2509A 2518A 2709A 2710A 2533A 2716A 2501A 2707A 2519A 2520A 2521A 2517A 2514A 2516A 2515A 2503A 2708A 2528A 12' - 3" 10' - 5" M44 3' - 5" 1' - 4" F12 1' - 0" 4' - 1" 1' - 9" ALIGN 8' - 9" 6' - 1" 2' - 8" 5' - 4" 3' - 5" 10' - 10" 5' - 11" 8" 6' - 0" 11' - 11" 10' - 8" ALIGN 6' - 4" 13' - 1" 10' - 2" 1' - 10" 1' - 5" 2' - 4" 4' - 11" 7' - 10" 6' - 6" 5' - 6" 4' - 6" 14' - 4" 7' - 5" 7' - 5" ALIGN 4' - 3" F24 F24 F12 F24 F24 F24 F24 F24 F24 3' - 6" 1' - 4" 1' - 2" M07 1' - 4" ELEV. 21 E21 STAIR 1 S21 M47 C5 A301 G.3 1 2 3 4 A E C D B 3.1 D.2 1.1 A.1 D.1 A.2 B.1 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 A401 B4 A451 C5 A451 B5 A401 A4 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 1 S21 S21A S22B A451 E5 STAIR 2 S22 ELEV. 01 E21 2501A 2710A 2523A 2528A 306 307 510 509 509 615 812 812 812 812 812 812 812 812 B2 A301 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 C5 A301 608 414 610 NORTH 1. 2. 3. 4. PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF DISCREPANCIES GREATER THAN 2" PRIOR TO FRAMING WALLS. 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. 6. 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. ALL INTERIOR PARTITIONS ARE TYPE M43 UNLESS NOTED OTHERWISE. REFER TO G201 FOR PARTITION TYPES. GENERAL CONTRACTOR TO ADD FACILITY LABELS OF RATED ASSEMBLIES, VALVE LOCATIONS, ETC. COORDINATE WITH OWNER DURING CONSTRUCTION. REFER TO SHEETS A602 AND A604 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 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, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER 2ND FLOOR PLANS B: 30% CONSTRUCTION DOCUMENTS 470-23-50 010-8-101472 10/15/2025 04/06/2026 1/8" = 1'-0" A121 2ND FLOOR DIMENSION PLAN B1 1/8" = 1'-0" A121 2ND FLOOR REFERENCE PLAN B3 KEYNOTES - NEW WORK # DESCRIPTION 300 - INTERIOR CONSTRUCTION & MILLWORK 306 BULLETPROOF TRANSACTION WINDOW WITH SOLID SURFACE COUNTER - SEE MILLWORK DETAILS 307 PLASTIC LAMINATE CABINETRY AND SOLID SURFACE COUNTERTOP - REFER TO MILLWORK DRAWINGS 400 - FFE 414 HIGH DENSITY STORAGE SYSTEM - SEE SPECIFICATIONS 500 - VERTICAL CIRCULATION 509 STEEL PAN STAIRS WITH 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) 600 - COORDINATION 608 SLOPE FLOOR TO DRAIN 1/8" / 12" - SEE PLUMBING/CIVIL 610 MECHANICAL DUCTS IN MECHANICAL SHAFT, SEE MECHANICAL DRAWINGS # KEYNOTES - NEW WORK 615 DRINKING FOUNTAIN - SEE PLUMBING 800 - FINISHES 812 OPERABLE INTERIOR WINDOW SHADE 813 SOLID SURFACE WINDOW SILL No. Description Date 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 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. GENERAL LEGEND G.3 1 2 3 4 A E C D B 3.1 D.2 1.1 A.1 D.1 A.2 B.1 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 MEDICAL CASE MANAGER 2541 LINKAGE TO CARE COORDINATOR 2543 DISEASE INTERVENTION SPECIALIST 2544 DISEASE INTERVENTION SPECIALIST 2546 SUPPLIES 2503 PATIENT TLT. 2705 PUBLIC TLT. 2704 TRIAGE/VITALS 2501 CASHIER 2703 WAITING ROOM 2701 PUBLIC TLT. 2702 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 STAIR 2 S22 ANTEROOM 2515 A451 C5 A451 B5 F14 OO1 F14 F14 F14 F14 F14 F14 F14 F14 F14 F14 F14 F2 F2 F11 F11 F2 F2 F11 F11 F2 F11 F60 F14 OO7 OO7 OO7 CC39 F2 F2 F2 OO21 FEC CC50 CC50 CC50 F11 F2 CC20 OO7 F13 FEC F11 F2 F2 F11 F11 F2 F2 F11 F2 F11 F11 F2 F11 F2 F2 F11 OO52 F60 F2 F11 F2 F11 F2 F11 F2 F11 F11 F2 F11 F2 F2 F11 F11 F2 F2 F11 F14 F11 F2 F2 F11 F11 F2 F11 F2 F14 F14 F2 F11 F14 F2 F11 F14 F11 F2 A451 E5 F30 F33 F1 F1 F1 F1 F33 F1 F1 F1 F1 F1 F33 F1 F1 F1 F33 F1 F1 F1 F1 OO42 OO42 OO42 OO42 OO44 F2 F2 F2 F2 F2 F2 F2 F2 F33 F1 F1 F1 F1 F60 OO45 CC39 CC33 OC20 OC20 OC20 OO44 F60 CC33 CC39 CC33 CC39 F60 OO44 OC20 CC33 CC39 CC33 CC39 F60 OO44 OC20 CC39 CC33 OC20 OO44 F60 F60 OO44 OC20 CC33 CC39 F60 OO44 CC39 CC33 FEC OO30 OO30 OO30 OO23 OO20 OO20 CC30 CC39 CC32 CC32 OO20 OO20 OO30 OO30 OO30 OO30 OO53 OO53 CC39 CC40 CC43 OO46 OO40 OO40 OO40 OO40 OC23 CC33 CC40 OO48 F60 OC21 CC40 OC22 OO48 OO43 OO20 OO20 OO47 OO30 OO30 OO50 CC33 CC39 OO51 OO41 OO49 OC23 CC40 OC24 OO43 OC20 CC39 OC23 CC40 OC24 OC24 CC40 OC23 OC23 CC40 OC24 OC24 OC23 CC40 OC23 CC40 OC24 OC23 CC40 OC24 OO31 CC39 CC39 CC39 CC35 CC36 CC32 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 OO31 OO42 OO31 OO20 CC40 CC40 OO21 OO20 OO21 OO21 OO21 CC36 CC35 CC32 CC41 CC30 CC30 CC30 CC32 CC41 CC41 OO31 OO20 OO21 OO21 OO31 CC32 OO20 OO20 OO20 OO21 OO20 OO31 CC41 CC41 CC35 CC36 CC39 CC30 OO21 (U.C.) CC40 CC30 OO6 CC32 CC39 OO21 OO21 OO20 OO31 OO31 OO20 OO21 OO20 OO31 OO31 OO21 OO21 OO21 OO21 OO20 OO21 OO20 OO31 OO31 OO20 OO21 OO20 OO31 OO21 OO20 OO21 OO31 OO20 OO21 OO31 OO21 OO20 OO20 OO32 OO21 OO20 OO32 OO32 OO21 OO21 OO20 OO20OO31 OO32 OO21 OO21 OO21 OO20 OO20 OO32 OO20 OO32 OO31 OO20 OO31 OO21 OO21 OO21 OO20 OO20 OO31 A451 D5 NORTH 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 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, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER 2ND FLOOR FF&E PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-50 010-8-101472 10/15/2025 04/06/2026 1/8" = 1'-0" A122 2ND FLOOR EQUIPMENT PLAN B3 EQUIPMENT SCHEDULE MARK DESCRIPTION CONTRACTOR PROVIDED / CONTRACTOR INSTALLED CC20 SLIDING TRACK SHELVING HIGH DENSITY STORAGE SYSTEM CC30 MIRROR CC32 RECESSED TOWEL DISPENSER WITH WASTE RECEPTACLE CC33 PAPER TOWEL DISPENSER CC35 42" GRAB BAR CC36 36" GRAB BAR CC37 36"X36" SHOWER GRAB BARS CC39 SOAP DISPENSER - SURFACE MTD. CC40 HAND SANITIZER DISPENSER - SURFACE MTD. CC41 TOILET PAPER DISPENSER - SURFACE MTD. CC43 SPECIMEN PASS-THRU CC50 PRIVACY CURTAIN CC51 NURSE CALL PULL STATION OWNER PROVIDED / CONTRACTOR INSTALLED OC20 TRASH CHUTE, STAINLESS STEEL OC21 GLOVE DISPENSER OC22 SHARPS CONTAINER OC23 SHARPS CONTAINER AND GLOVE DISPENSER OC24 OTOSCOPE - DIAGNOSTIC WALL SYSTEM OWNER PROVIDED / OWNER INSTALLED OO1 MICROWAVE OO6 REFRIGERATOR - UNDER COUNTER OO7 36" WIDE REFRIGERATOR / FREEZER COMBO FURNITURE SCHEDULE MARK DESCRIPTION OWNER PROVIDED / OWNER INSTALLED F1 SIDE CHAIR F2 TASK CHAIR WITH CASTERS F3 CHAIR, STACKABLE, WITHOUT ARMS F11 DESK - L SHAPE 6' X 4' F13 ROCKER CHAIR F14 LOUNGE CHAIR F30 CONFERENCE TABLE 96" X 48" F33 TABLE ROUND (36"DIA) F60 TREATMENT STOOL EQUIPMENT SCHEDULE MARK DESCRIPTION OO20 COMPUTER W/ KEYBOARD AND MOUSE OO21 DESK PHONE OO23 XEROX MULTIFUNCTION OO30 STORAGE SHELVING UNIT OO31 36" LATERAL FILING CABINET OO32 42" LATERAL FILING CABINET OO40 EXAM TABLE OO41 PRENATAL EXAM TABLE OO42 TREATMENT TABLE OO43 COMPUTER ON WHEELS OO44 WORKSTATION ON WHEELS OO45 SCALE OO46 PPE CART OO47 MAYO TABLE OO48 MOBILE VITALS OO49 MOBILE ULTRASOUND OO50 TRASH CAN 23 GALLON OO51 TRASH CAN 10 GALLON OO52 MICROSCOPE OO53 WHITEBOARD No. Description Date 2ND FLOOR 77' - 10" 3RD FLOOR 91' - 2" SECOND FLOOR 77' - 10" THIRD FLOOR 91' - 2" E D.2 D.1 D CB.1 B A.2 A.1 COMMUNITY HEALTH WORKER 2527 CORRIDOR 2 2708 ADMIN SERVICES 2525 ADMIN OFFICER 2524 CORRIDOR 2 2708 STAFF TLT. 2711 TELECOM 2709 ELECTRICAL 2710 CORRIDOR 1 2706 HEAD NURSE 2518 NURSE STATION 2511 CORRIDOR 1 2706 EXAM 4 2510 812 812 307 307 303 M44 M04 M04 M04 M44 M04 M04 M04 M04 M44 F24 F24 M04 303 307 715 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 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. GENERAL LEGEND 2ND FLOOR 77' - 10" 3RD FLOOR 91' - 2" ROOF 104' - 6" SECOND FLOOR 77' - 10" THIRD FLOOR 91' - 2" FOURTH LEVEL 104' - 6" 1 1.1 EXAM 5 (PRENATAL) 2513 M07 610 216 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 TKB 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER SECTIONS B: 30% CONSTRUCTION DOCUMENTS 470-23-50 010-8-101472 10/15/2025 04/06/2026 1/4" = 1'-0" A301 SECTION THROUGH CLINIC B2 KEYNOTES - NEW WORK 200 - ROOF & EXTERIOR 216 ROOF-MOUNTED MECHANICAL DOG HOUSE AT EXHAUST FAN 300 - INTERIOR CONSTRUCTION & MILLWORK 303 RIGID INSULATION, METAL STUD, AND GYPSUM ASSEMBLY AT ALL EXTERIOR WALLS 307 PLASTIC LAMINATE CABINETRY AND SOLID SURFACE COUNTERTOP - REFER TO MILLWORK DRAWINGS 600 - COORDINATION 610 MECHANICAL DUCTS IN MECHANICAL SHAFT, SEE MECHANICAL DRAWINGS 700 - RCP 715 ACOUSTIC CEILING TILES 800 - FINISHES 812 OPERABLE INTERIOR WINDOW SHADE No. Description Date 1/4" = 1'-0" A301 MECHANICAL CHASE TO ROOF C5 BREAKROOM 2714 LACTATION 2715 7' - 6" COUNTER OO7 FEC OO1 F33 F1 F1 F1 F1 F13 CC39 F33 F1 F1 F1 F1 CC40 OO6 CC30 CC32 A451 B2 B3 B4 EXAM 3 2508 CC39 CC33 OC20 OO44 OO40 F60 F3 OC24 OC23 CC40 2ND FLOOR 77' - 10" SECOND FLOOR 77' - 10" 1.1 3' - 0" 1' - 8" 2' - 10" 7' - 6" 2' - 6" 2' - 6" 2' - 6" 2ND FLOOR 77' - 10" SECOND FLOOR 77' - 10" B A.2 2ND FLOOR 77' - 10" SECOND FLOOR 77' - 10" B A.2 2ND FLOOR 77' - 10" SECOND FLOOR 77' - 10" 1.1 A451 C1 C2 C3 C4 NURSE STATION 2511 MEDICAL STORAGE 2509 7' - 6" COUNTER 4' - 10 1/2" 3' - 0 1/2" 3' - 7 1/2" 7' - 11" 3' - 0 1/2" 6' - 8 1/2" 9' - 9" 3' - 8 1/4" 4' - 6" COUNTER FEC CC39 OO7 OO7 OO7 OO53 OO20 F2 OO21 OO20 OO20 F2 F2 CC39 CC40 OO53 2ND FLOOR 77' - 10" 10' - 0" SECOND FLOOR 77' - 10" 2ND FLOOR 77' - 10" SECOND FLOOR 77' - 10" A.2 A.1 2ND FLOOR 77' - 10" SECOND FLOOR 77' - 10" 2 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 OO42 OO42 OO46 OO42 F60 OO43 OC23CC40 OO48 OO47 F3 CC50 CC50 CC50 OC20 CC33 CC39 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 CK 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER ENLARGED PLANS & INTERIOR ELEVATIONS B: 30% CONSTRUCTION DOCUMENTS 470-23-50 010-8-101472 10/15/2025 04/06/2026 1/4" = 1'-0" A451 ENLARGED PLAN - BREAKROOM AND LACTATION E5 1/4" = 1'-0" A451 ENLARGED PLAN - TYPICAL EXAM ROOM B5 1/4" = 1'-0" A451 NURSE STATION - ELEVATION A C3 1/4" = 1'-0" A451 NURSE STATION - ELEVATION D C2 1/4" = 1'-0" A451 NURSE STATION - ELEVATION B C4 1/4" = 1'-0" A451 NURSE STATION - ELEVATION C C1 1/4" = 1'-0" A451 ENLARGED PLAN - NURSE STATION C5 1/4" = 1'-0" A451 TYPICAL EXAM ROOM - ELEVATION A B4 1/4" = 1'-0" A451 TYPICAL EXAM ROOM - ELEVATION C B3 1/4" = 1'-0" A451 TYPICAL EXAM ROOM - ELEVATION B B2 EQUIPMENT SCHEDULE MARK DESCRIPTION CONTRACTOR PROVIDED / CONTRACTOR INSTALLED CC30 MIRROR CC32 RECESSED TOWEL DISPENSER WITH WASTE RECEPTACLE CC33 PAPER TOWEL DISPENSER CC39 SOAP DISPENSER - SURFACE MTD. CC40 HAND SANITIZER DISPENSER - SURFACE MTD. CC50 PRIVACY CURTAIN OWNER PROVIDED / CONTRACTOR INSTALLED OC20 TRASH CHUTE, STAINLESS STEEL OC23 SHARPS CONTAINER AND GLOVE DISPENSER OC24 OTOSCOPE - DIAGNOSTIC WALL SYSTEM OWNER PROVIDED / OWNER INSTALLED OO1 MICROWAVE OO6 REFRIGERATOR - UNDER COUNTER 1/4" = 1'-0" A451 ENLARGED PLAN - TREATMENT SUITE D5 EQUIPMENT SCHEDULE MARK DESCRIPTION OO7 36" WIDE REFRIGERATOR / FREEZER COMBO OO20 COMPUTER W/ KEYBOARD AND MOUSE OO21 DESK PHONE OO30 STORAGE SHELVING UNIT OO31 36" LATERAL FILING CABINET OO40 EXAM TABLE OO42 TREATMENT TABLE OO43 COMPUTER ON WHEELS OO44 WORKSTATION ON WHEELS OO46 PPE CART OO47 MAYO TABLE OO48 MOBILE VITALS OO49 MOBILE ULTRASOUND OO51 TRASH CAN 10 GALLON OO53 WHITEBOARD FURNITURE SCHEDULE MARK DESCRIPTION OWNER PROVIDED / OWNER INSTALLED F1 SIDE CHAIR F2 TASK CHAIR WITH CASTERS F3 CHAIR, STACKABLE, WITHOUT ARMS F11 DESK - L SHAPE 6' X 4' F13 ROCKER CHAIR F14 LOUNGE CHAIR F33 TABLE ROUND (36"DIA) F60 TREATMENT STOOL No. Description Date SCHEDULED WIDTH SCHEDULED HEIGHT F FLUSH DOOR SF HOLLOW METAL/ GL2 EXTERIOR DOOR TO MATCH ADJACENT DOORS *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 HEIGHT SCHEDULED WIDTH SCHEDULED HEIGHT DF DOUBLE FLUSH DSF DOUBLE STOREFRONT SCHEDULED WIDTH SCHEDULED HEIGHT GL1 GL1 6" 6" 6" 6" 6" DB DOUBLE BI-FOLD SCHEDULED WIDTH EQ EQ EQ EQ GL1 GL1 SCHEDULED WIDTH SCHEDULED HEIGHT DN DOUBLE NARROW VISION 6" 8" 8" 6" 2' - 6" 8" SCHEDULED WIDTH SCHEDULED HEIGHT DV DOUBLE VISION 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" DU DOUBLE UNEVEN FLUSH SCHEDULED WIDTH SCHEDULED HEIGHT SEE COMMENTS SCHEDULED HEIGHT SCHEDULED HEIGHT SCHEDULED HEIGHT SCHEDULED HEIGHT SCHEDULED HEIGHT 3' - 1 21/128" 3' - 1 21/128" FINISH FLOOR 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 BF BI-FOLD DOOR - FRAME A1 A601 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 1. 2. 3. 4. 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. GENERAL DOOR AND WINDOW NOTES DOOR / WINDOW SYMBOLS LEGEND DOOR WITH ROOM NUMBER AND LETTER TO DENOTE DOOR ON DOOR SCHEDULE. 101A STOREFRONT WINDOW ELEVATION TAG 1 WITH CLOSER AND LATCH 1' - 0" MIN. 1' - 6" PROVIDE MIN. CLEARANCES SHOWN TO MEET ICCI/ANSI A117.1 4" 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, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER DOOR & WINDOW SCHEDULES B: 30% CONSTRUCTION DOCUMENTS 470-23-50 010-8-101472 10/15/2025 04/06/2026 WINDOW SCHEDULE Type Count Basis of Design Comments Q Pass-Through_Co unter_4719 2 W1 42"x 72" 10 DOOR AND HARDWARE SCHEDULE DOOR # ROOM FIRE RATING DOOR FRAME HARDWARE COMMENTS DOOR # # NAME DOOR SIZE TYPE DOOR MATERIAL DOOR FINISH (REFER TO MATERIAL FINISH SELECTIONS.) FRAME TYPE FRAME MATERIAL FRAME FINISH (REFER TO MATERIAL FINISH SELECTIONS.) WIDTH HEIGHT THICKNESS 1701A 1701 INTAKE 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 1701A 1702A 1702 SECURITY 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 1702A 2501A 2501 TRIAGE/VITALS 5' - 0" 7' - 0" 1 3/4" CO - - HM HOLLOW METAL PTD 2501A 2502A 2502 FLEX NURSING 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2502A 2503A 2503 SUPPLIES 5' - 0" 7' - 0" 1 3/4" DF SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2503A 2504A 2504 PHYSICIAN 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2504A 2505A 2505 EXAM 1 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 2505A 2506A 2506 EXAM 2 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 2506A 2507A 2507 COUNSELING 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD PAINT HM HOLLOW METAL PTD 2507A 2508A 2508 EXAM 3 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 2508A 2509A 2509 MEDICAL STORAGE 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 2509A 2510A 2510 EXAM 4 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 2510A 2512A 2512 TREATMENT SUITE 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 2512A 2513A 2513 EXAM 5 (PRENATAL) 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 2513A 2514A 2514 EXAM 6 (ISO) 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL STAIN HM HOLLOW METAL PTD 2514A 2515A 2515 ANTEROOM 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL STAIN HM HOLLOW METAL PTD 2515A 2516A 2516 EXAM 7 (ISO) 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL STAIN HM HOLLOW METAL PTD 2516A 2517A 2517 BIOHAZARD 5' - 0" 7' - 0" 1 3/4" DF SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2517A 2518A 2518 HEAD NURSE 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2518A 2519A 2519 SOILED UTILITY 5' - 0" 7' - 0" 1 3/4" DF SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2519A 2520A 2520 CLEAN UTILITY 3' - 0" 7' - 0" 1 3/4" FL SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2520A 2521A 2521 STORAGE 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 2521A 2523A 2523 UTILITY 3' - 0" 7' - 0" 1 3/4" CO - - HM HOLLOW METAL PTD 2523A 2524A 2524 ADMIN OFFICER 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2524A 2525A 2525 ADMIN SERVICES 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2525A 2526A 2526 PROGRAM ADMINISTRATOR 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2526A 2527A 2527 COMMUNITY HEALTH WORKER 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2527A 2528A 2528 ADMIN OFFICER 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD PAINT HM HOLLOW METAL PTD 2528A 2530A 2530 CASE MANAGER 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD PAINT HM HOLLOW METAL PTD 2530A 2531A 2531 COORDINATOR 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD PAINT HM HOLLOW METAL PTD 2531A 2532A 2532 DIRECTOR 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2532A 2533A 2533 EPIDEMIOLOGY 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD PAINT HM HOLLOW METAL PTD 2533A 2534A 2534 SURVEILLANCE OFFICER 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD PAINT HM HOLLOW METAL PTD 2534A 2535A 2535 TELEHEALTH 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD PAINT HM HOLLOW METAL PTD 2535A 2536A 2536 SURVEILLANCE OFFICER 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD PAINT HM HOLLOW METAL PTD 2536A 2537A 2537 TB COORDINATOR 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD PAINT HM HOLLOW METAL PTD 2537A 2538A 2538 SURVEILLANCE OFFICER 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD PAINT HM HOLLOW METAL PTD 2538A 2539A 2539 MEDICAL CASE MANAGER 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD PAINT HM HOLLOW METAL PTD 2539A 2540A 2540 NURSE PRACTITIONER 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2540A 2541A 2541 MEDICAL CASE MANAGER 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD PAINT HM HOLLOW METAL PTD 2541A 2542A 2542 PHYSICIAN 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2542A 2543A 2543 LINKAGE TO CARE COORDINATOR 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD PAINT HM HOLLOW METAL PTD 2543A 2544A 2544 DISEASE INTERVENTION SPECIALIST 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD PAINT HM HOLLOW METAL PTD 2544A 2545A 2545 PHYSICIAN 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2545A 2546A 2546 DISEASE INTERVENTION SPECIALIST 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD PAINT HM HOLLOW METAL PTD 2546A 2700A 2700 LOBBY 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2700A 2702A 2702 PUBLIC TLT. 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 2702A 2703A 2703 CASHIER 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2703A 2704A 2704 PUBLIC TLT. 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 2704A 2705A 2705 PATIENT TLT. 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 2705A 2706A 2706 CORRIDOR 1 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 2706A 2707A 2707 JANITOR 5' - 0" 7' - 0" 1 3/4" DF SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2707A 2708A 2708 CORRIDOR 2 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 2708A 2709A 2709 TELECOM 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 2709A 2710A 2710 ELECTRICAL 5' - 0" 7' - 0" 1 3/4" CO - - HM HOLLOW METAL PTD 2710A 2711A 2711 STAFF TLT. 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 2711A 2712A 2712 STAFF TLT. 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 2712A 2713A 2713 CONFERENCE ROOM 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2713A 2714A 2714 BREAKROOM 3' - 0" 7' - 0" 1 3/4" N SOLID CORE WOOD STAIN HM HOLLOW METAL PTD 2714A 2715A 2715 LACTATION 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 2715A 2716A 2716 MECHANICAL 3' - 0" 7' - 0" 1 3/4" F HOLLOW METAL PAINT HM HOLLOW METAL PTD 2716A DOOR ELEVATIONS FRAME ELEVATIONS 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 LOBBY 0700 ELEV 01 E01 P-1 P-1 P-1 P-1 WF-1 WB-1 LVT-1 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 WF-1 SS-1 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 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. GENERAL LEGEND NORTH 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.) CARPET CPT 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, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER LOWER & MAIN FLOOR FINISH PLANS B: 30% CONSTRUCTION DOCUMENTS 470-23-50 010-8-101472 10/15/2025 04/06/2026 1/8" = 1'-0" A801 LOWER FLOOR FINISH PLAN B1 1/8" = 1'-0" A801 MAIN FLOOR FINISH PLAN B3 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 C-1 UNFINISHED CONCRETE CG-1 CORNER GUARD 90 DEGREE C5 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 RVS WALL PROTECTION ACROVYN; RIGID VINYL SHEET 4000 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 T-2 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 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.) CARPET CPT CASHIER 2703 PATIENT TLT. 2705 TRIAGE/VITALS 2501 CORRIDOR 1 2706 CORRIDOR 2 2708 DISEASE INTERVENTION SPECIALIST 2546 DISEASE INTERVENTION SPECIALIST 2544 LINKAGE TO CARE COORDINATOR 2543 MEDICAL CASE MANAGER 2541 MEDICAL CASE MANAGER 2539 TB COORDINATOR 2537 TELEHEALTH 2535 EPIDEMIOLOGY 2533 SURVEILLANCE OFFICER 2534 SURVEILLANCE OFFICER 2536 SURVEILLANCE OFFICER 2538 NURSE PRACTITIONER 2540 PHYSICIAN 2542 PHYSICIAN 2545 PHYSICIAN 2504 EXAM 1 2505 FLEX NURSING 2502 EXAM 2 2506 EXAM 3 2508 EXAM 4 2510 TREATMENT SUITE 2512 EXAM 5 (PRENATAL) 2513 EXAM 6 (ISO) 2514 EXAM 7 (ISO) 2516 BREAKROOM 2714 BIOHAZARD 2517 UTILITY 2523 TELECOM 2709 ELECTRICAL 2710 HEAD NURSE 2518 NURSE STATION 2511 JANITOR 2707 SOILED UTILITY 2519 MEDICAL STORAGE 2509 COUNSELING 2507 STORAGE 2521 CLEAN UTILITY 2520 RECORDS 2522 MECHANICAL 2716 ADMIN OFFICER 2524 STAFF TLT. 2711 STAFF TLT. 2712 OUTREACH 2529 ADMIN SERVICES 2525 LACTATION 2715 PROGRAM ADMINISTRATOR 2526 COMMUNITY HEALTH WORKER 2527 ADMIN OFFICER 2528 CASE MANAGER 2530 COORDINATOR 2531 DIRECTOR 2532 SUPPLIES 2503 LOBBY 2700 WAITING ROOM 2701 PUBLIC TLT. 2702 PUBLIC TLT. 2704 Lactation and Breakroom: •LVT •Paint •Rubber Base •Solid surface counter top and back splash •High Pressure Laminate cabinets Work Counter: •TCF •Paint •Rubber Base •High Pressure Laminate counter top •High Pressure Laminate cabinets CORRIDOR 2 2708 STAIR 1 S21 Exam Rooms: •LVT •Paint •Rubber Base •Solid surface counter top and back splash •High Pressure Laminate cabinets Nurse Station: •LVT •Paint •Rubber Base •Solid Surface desk top finish •High Pressure Laminate cabinets and vertical surfaces •Specialty lighting (optional) •Decorative Ceiling (optional) Conference Room: •Carpet •Paint •Rubber Base •Acoustic Panels (optional) •Specialty lighting (optional) •Decorative Ceiling (optional) All Restrooms •Porcelain Floor Tiles •Wall Tiles at wet walls •Paint •Tile Base Lobby •LVT •Paint •Rubber Base •Decorative Ceiling (optional) Cashier: •Carpet •Paint •Rubber Base •Solid Surface desk top finish •High Pressure Laminate cabinets and vertical surfaces P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-41 P-1 CPT WB-1 LVT-1 P-1 P-1 P-1 P-1 LVT-1 WB-1 P-1 P-1 P-4 RSV-1 LVT-3 WB-1 P-1 P-1 P-4 P-1 LVT-3 WB-1 RSV-1 P-1 RSV-1 P-1 LVT-3 WB-1 RSV-1 P-1 RSV-1 P-1 LVT-3 WB-1 RSV-1 P-1 RSV-1 P-1 LVT-3 WB-1 RSV-1 P-1 RSV-1 P-1 LVT-3 WB-1 RSV-1 RSV-1 RSV-1 RSV-1 LVT-3 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 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 SC-1 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-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-4 CPT 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-1 P-1 P-1 LVT-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-4 P-1 CPT 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 LVT-1 WB-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 CONFERENCE ROOM 2713 P-1 P-1 P-1 T-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 SC-1 WB-1 P-1 P-1 P-1 P-4 LVT-1 WB-1 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 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-4 P-1 LVT-2 WB-1 P-1 P-1 P-1 P-1 SC-1 WB-1 ANTEROOM 2515 RSV-1 RSV-1 P-1 P-1 LVT-3 WB-1 P-1 RSV-1 P-1 P-1 LVT-3 WB-1 RSV-1 RSV-1 P-1 P-1 LVT-3 WB-1 RSV-1 RSV-1 P-1 P-1 LVT-3 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 SC-1 WB-1 P-1 P-1 T-1 T-1 T-1 TB-1 P-1 P-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-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-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-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-41 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-1 C-1 WB-1 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 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. GENERAL LEGEND NORTH G.3 1 2 3 4 A E C D B 3.1 D.2 1.1 A.1 D.1 A.2 B.1 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 MEDICAL CASE MANAGER 2541 LINKAGE TO CARE COORDINATOR 2543 DISEASE INTERVENTION SPECIALIST 2544 DISEASE INTERVENTION SPECIALIST 2546 SUPPLIES 2503 PATIENT TLT. 2705 PUBLIC TLT. 2704 TRIAGE/VITALS 2501 CASHIER 2703 WAITING ROOM 2701 PUBLIC TLT. 2702 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 ANTEROOM 2515 STAIR 2 S22 715 701 1 1.1 2 3 3.1 4 E D.2 D.1 D C B.1 B A.2 A.1 A 8' - 4" 9' - 6" 8' - 6" 8' - 6" 8' - 6" 9' - 6" 8' - 6" 8' - 6" 8' - 6" ALIGN ALIGN ALIGN 8' - 6" ALIGN EQ EQ ALIGN EQ EQ 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' - 0" 9' - 6" 9' - 0" 9' - 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" 10' - 0" 9' - 0" 8' - 6" 8' - 6" 8' - 6" 9' - 0" 9' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 8' - 6" 9' - 0" 9' - 0" EQ EQ 8' - 6" 8' - 6" 8' - 6" 9' - 0" ALIGN 10' - 0" 11' - 2" 8' - 6" 8' - 6" 8' - 6" EQ EQ 8' - 6" 9' - 0" 8' - 6" 9' - 0" 9' - 0" C5 A301 706 702 1. 2. 3. 4. 5. 6. 7. 8. 9. PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF DISCREPANCIES GREATER THAN 2" PRIOR TO FRAMING WALLS. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD AT NEW WALLS, FACE OF STUD TO INTERIOR 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. ANY "VERIFY" DIMENSION IS A FLEX AREA TO ALLOW FOR FIELD ADJUSTMENTS AND ALIGNMENT WITH EXISTING WALLS AND/OR COLUMNS. 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. (F.V.) = FIELD VERIFY SEE DRYWALL SOFFITS INDICATED ON A103 & A601 FOR ALIGNMENT WITH WALLS/CASEWORK BELOW. GYP. BD. ONE SIDE @ CHASE WALLS. ALIGN NEW WALLS WITH EXISTING ADJACENT WALLS WHERE APPLICABLE FOR A SMOOTH, CONTINUOUS FINISH. REFLECTED CEILING PLAN NOTES CEILING SYMBOL LEGEND CEILING HEIGHT 10'-0" UNLESS OTHERWISE NOTED 10'-0" 2x2 RECESSED TROFFER FIXTURE - SEE ELECTRICAL 1X1 SURFACE MOUNTED FIXTURE - SEE ELECTRICAL 1X8 DIRECT INDIRECT 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 ACT-1 GYPSUM BOARD CEILING GYB-1 - PAINT, TYP ACOUSTIC CEILING PANEL SYSTEM ACP-1 2x2 DIRECT/ INDIRECT LAY- IN FIXTURE - SEE ELECTRICAL 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 A802 04.06.2026 JT Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 KNUD HANSEN DOH TOWER 2ND FLOOR RCP & FINISH PLAN B: 30% CONSTRUCTION DOCUMENTS 470-23-50 010-8-101472 10/15/2025 04/06/2026 1/8" = 1'-0" A802 2ND FLOOR FINISH PLAN B3 1/8" = 1'-0" A802 2ND FLOOR REFLECTED CEILING PLAN B1 KEYNOTES - NEW WORK 700 - RCP 701 DECORATIVE ACOUSTIC CEILING 702 SPECIALTY LIGHTING 706 CEILING PLENUM ACCESS DOOR, SEE SPECS (FINAL LOCATION TO BE COORD W OWNER) 715 ACOUSTIC CEILING TILES REFER TO A801 FOR FINISH SELECTION SCHEDULE 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. 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 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 • • • • • • • • • • • • • • • • • • 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. 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 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 ; 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. 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 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 3/3/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 FIRE PROTECTION SYMBOLS & NOTES 30% CDS SLA 470-23-49 101918 FIRE PROTECTION DRAWING INDEX VV DESCRIPTION FP001 FIRE PROTECTION SYMBOLS & NOTES FP101 FIRE PROTECTION FLOOR PLANS No. Description Date 1 1.1 2 3 3.1 4 E D.2 D.1 D C B.1 B A.2 A.1 A TRANSITION PIPING TO NORTH SIDE OF STAIR IN CEILING SPACE OF SECOND FLOOR BEFORE CONTINUING UP TO THE THIRD FLOOR 4 C B.1 B A.2 G.A G.5 4 B A.2 G.5 HAZARD CLASSIFICATION HAZARD CATEGORY CEILING HEIGHT DESIGN AREA MAX SPACING MAX K-FACTOR HOSE STREAM DEMAND DURATION 0 - 30 FEET 0.10 GPM/SF 225 SF / 15 FT 5.6 250 GPM 60 MIN. LIGHT HAZARD ORDINARY HAZARD 0 - 30 FEET 0.10 GPM/SF 11.2 250 GPM 60 MIN. 0 - 30 FEET 0.15 GPM/SF 130 SF / 15 FT 8.0 250 GPM 60 MIN. 30 - 45 FEET 0.15 GPM/SF 11.2 250 GPM 60 MIN. 225 SF / 15 FT 130 SF / 15 FT 0 - 30 FEET 0.20 GPM/SF 130 SF / 15 FT 8.0 250 GPM 60 MIN. 30 - 45 FEET 0.20 GPM/SF 11.2 250 GPM 60 MIN. 130 SF / 15 FT ORDINARY HAZARD GROUP 2 TO BE APPLIED TO ELECTRIC CAR CHARGING AREA 1 2 3 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 KNUD HANSEN DOH TOWER 470-23-50 010-8-101472 FP101 3/3/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 FIRE PROTECTION FLOOR PLANS 30% CDS 1/8" = 1'-0" FP101 SECOND FLOOR FIRE PROTECTION PLAN 1 1/8" = 1'-0" FP101 LOWER LEVEL FIRE PROTECTION PLAN 2 1/8" = 1'-0" FP101 MAIN LEVEL FIRE PROTECTION PLAN 3 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 P001 3/3/2026 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 PLUMBING DRAWING INDEX SHEET DESCRIPTION P001 PLUMBING SYMBOLS, LEGEND, NOTES AND INDEX P101 PLUMBING LOWER FLOOR PLAN P102 PLUMBING SECOND FLOOR PLAN P401 PLUMBING RISER DIAGRAMS 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. REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION STANDARDS. THE PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE AND LOCAL CODES. 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. FIELD VERIFY EXISTING INSTALLATIONS. MODIFY EXISTING PLUMBING SYSTEMS, WHICH ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION OF THE NEW WORK. 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. 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. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS SPECIFICALLY NOTED. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON-ACCESSIBLE CEILINGS. 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. FLASH AND COUNTER-FLASH ROOF PENETRATIONS. WHEN BEAM SLEEVE PENETRATIONS ARE NECESSARY, COORDINATE PENETRATIONS WITH ALL TRADES, THE ARCHITECT AND THE STRUCTURAL ENGINEER. PROVIDE FOUNDATION PAD PENETRATION SLEEVES. ALLOW 1" MINIMUM CLEARANCE BETWEEN SLEEVE INSIDE SURFACE AND PIPE EXTERIOR. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. PROVIDE AUTOMATIC TRAP PRIMERS FOR FLOOR DRAIN TRAP SEALS. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL FIXTURES, DEVICES, APPLIANCES AND APPARATUS. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. MOUNT HOSE BIBBS 24" ABOVE FINISHED GRADE. PROVIDE CLEANOUTS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. INSTALL CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET FLOOR DRAINS BELOW FINISHED FLOOR TO ALLOW FOR FLOOR SLOPING TO THE DRAIN. 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. 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. 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. 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.) 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 2017 FLORIDA 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 ANDEQUIPMENT. 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 FLORIDA PLUMBING 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. 2. 3. 4. 5. 6. 7. 8. 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. ALL ITEMS REMOVED UNDER THIS PROJECT SHALL BE TURNED OVER TO THE OWNER, OR DISPOSED OF AT THE OWNER'S DISCRETION. ALL VENT PIPING INDICATED ON THIS DRAWING IS LOCATED IN THE CEILING SPACE OR WALL SPACES UNLESS NOTED OTHERWISE, FIELD VERIFY BEFORE CONSTRUCTION. 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. CARE MUST BE TAKEN WHEN REMOVING PIPE AROUND LOAD BEARING WALLS. THE WALL OR FOOTING BELOW IS NOT TO BE DESTROYED. 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. CUT AND PATCH CEILINGS, WALLS AND FLOOR SLAB AS REQUIRED TO FACILITATE PLUMBING RENOVATION. SEE ARCHITECTURAL DRAWINGS FOR PATCHING DETAILS. 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. 2. 3. 4. 5. 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. ALL ITEMS REMOVED UNDER THIS PROJECT SHALL BE DISPOSED OF OR TURNED OVER TO THE OWNER AT THE OWNER'S DISCRETION. ALL WATER PIPING INDICATED ON THIS DRAWING IS LOCATED IN THE CEILING SPACE OR WALL SPACES UNLESS NOTED OTHERWISE, FIELD VERIFY BEFORE CONSTRUCTION. CARE MUST BE TAKEN WHEN REMOVING PIPE AROUND LOAD BEARING WALLS. THE WALL OR FOOTING BELOW IS NOT TO BE DESTROYED. 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. 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: 1. 2. 3. 4. 5. 6. 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. 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. FOOD WASTE GRINDERS SHALL NOT CONNECT TO GREASE SYSTEM. PLUMBING CONTRACTOR SHALL PROVIDE GAS REGULATOR TO ALL GAS EQUIPMENT. GAS SOLENOID VALVE SHALL BE PROVIDED ON MAIN KITCHEN GAS LINE. SOLENOID VALVE SHALL BE CONNECTED TO ANSUL SYSTEM. ALL INDIRECT WASTE PIPE SHALL BE TYPE L COPPER AND SHALL TERMINATE BY AIR GAP. GENERAL KITCHEN NOTES 1. 2. 3. 4. 5. UNLESS OTHERWISE SPECIFIED, BUILDING DISTRIBUTION PRESSURE SHALL BE 2 PSIG. PLUMBING CONTRACTOR SHALL VERIFY ALL GAS EQUIPMENT REQUIREMENTS AND PROVIDE PRESSURE REGULATING VALVES AT ALL GAS APPLIANCE/EQUIPMENT. PRESSURE REGULATORS THAT REQUIRE A VENT SHALL BE VENTED DIRECTLY TO THE OUTDOORS. PROVIDE FULL PORT BALL VALVE AND 6” DIRT LEG PRIOR TO EQUIPMENT REGULATOR. UNLESS OTHERWISE SPECIFIED, GAS PIPING SHALL BE SCHEDULE 40 STEEL. GENERAL FUEL GAS NOTES No. Description Date 1 1.1 2 3 3.1 4 E D.2 D.1 D C B.1 B A.2 A.1 A G.3 G.4 G.5 G.6 3"CW 2"CW 2"CW 3"CW 3"CW DOMESTIC WATER BOOSTER PUMP 1 1.1 2 3 3.1 4 E D.2 D.1 D C B.1 B A.2 A.1 A G.3 G.4 G.5 G.6 PARKING GARAGE DRAIN PGD-1 4"S DN 5'-0" PLUMB SCOPE I.E. (-10'-0") I.E. (58' - 2") 12" CISTERN OVERFLOW 12" ST CISTERN OVERFLOW DN AD-1 AD-1 FIRST FLUSH PRE-FILTER FF-2 12"ST 12"ST 6"ST 6"ST 12"ST 12"ST 12"ST 6"ST 4"S 4"S 4"S 2"S 4"S 4"S FILTER 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 P101 3/3/2026 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 No. Description Date 1/8" = 1'-0" P101 LOWER LEVEL PRESSURE PLAN 1 1/8" = 1'-0" P101 LOWER LEVEL GRAVITY PLAN 2 1 1.1 2 3 3.1 4 E D.2 D.1 D C B.1 B A.2 A.1 A G.3 G.4 G.5 G.6 4"S DN 3"S DN 2"S 2"S 2"S 2"S 1 1/2"S DN 1 1/2" V RISE 1 1/2"S DN 1 1/2" V RISE 2"S DN 2" V RISE 2"S DN 2" V RISE 1 1/2"S DN 1 1/2" V RISE 1 1/2"S DN 1 1/2" V RISE 1 1/2"S DN 1 1/2" V RISE 1 1/2"S DN 1 1/2" V RISE 1 1/2"S DN 1 1/2" V RISE 4"S DN 2" V RISE 1 1/4"S DN 2" V RISE 1 1/4"S DN 1 1/4"V RISE 1 1/2"S DN 1 1/2" V RISE 1 1/2"S DN 1 1/2" V RISE 4"S 4"S 2"S 2"S 2"S 2"S CO 1 1/2" S DN 2"S DN 1 1/2" S DN 1 1/2" S DN 1 1/2" S DN 1 1/2" S DN 1 1/2" S DN 1 1/2" S DN 1 1/2" S DN 4" S DN 1 1/2" S DN 1 1/2" S DN 1 1/2" S DN 2"S OFFSET ABV. CLG. CO WC-1 WC-1 L-1 L-1 L-1 U-1 EWC-1 S-1 S-2 S-2 S-2 S-2 S-1 S-3 S-2 S-2 S-1 WC-1 6" ST DN 6" ST DN 2"S 2"S 2"S 2"S 2"S 2"S L-1 L-1 S-2 1 1.1 2 3 3.1 4 E D.2 D.1 D C B.1 B A.2 A.1 A G.3 G.4 G.5 G.6 WC-1 WC-1 WC-1 L-1 L-1 L-1 U-1 EWC-1 S-1 S-2 S-2 S-2 S-2 S-1 S-3 S-2 S-2 S-1 WC-1 WC-1 L-1 L-1 S-2 S-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 P102 3/3/2026 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 No. Description Date 1/8" = 1'-0" P102 SECOND FLOOR GRAVITY PLAN 1 1/8" = 1'-0" P102 SECOND FLOOR PRESSURE PLAN 2 RD-1 (116 GPM) RD-1 (116 GPM) RD-1 (135 GPM) RD-1 (141 GPM) RD-1 (116 GPM) RD-1 (116 GPM) RD-1 (116 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) 6"ST 6"ST 4"ST (257 GPM) (182 GPM) (439 GPM) 6"ST 6"ST 6"ST 4"ST 4"ST PD-1 PD-1 4"ST 4"ST 4"ST PD-1 PD-1 AD-1 (33 GPM) 4"ST GENERATOR 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 SEE CIVIL FOR CONT. SEE CIVIL FOR CONT. TO CISTERN 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 3/3/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen Building & Equipment - 470-23-49 PLUMBING RISER DIAGRAMS 30% CDS SLA 470-23-49 101918 No. Description Date 1 RISER DIAGRAM - STORM 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) INTERNATIONAL FIRE CODE (2024) INTERNATIONAL BUILDING CODE (2024) INTERNATIONAL PLUMBING CODE (2024) INTERNATIONAL MECHANICAL CODE (2024) INTERNATIONAL ENERGY CONSERVATION CODE (2024) 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: 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 KNUD HANSEN DOH TOWER 470-23-50 010-8-101472 M001 3/3/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 MECHANICAL SYMBOLS, LEGEND, NOTES AND INDEX 30% CDS MECHANICAL DRAWING INDEX SHEET DESCRIPTION M001 MECHANICAL SYMBOLS, LEGEND, NOTES AND INDEX M101 MECHANICAL PLAN M601 MECHANICAL DETAILS M701 MECHANICAL SCHEDULES No. Description Date 1 1.1 2 3 3.1 4 E D.2 D.1 D C B.1 B A.2 A.1 A VAV-5-1 VAV-5-2 VAV-5-3 VAV-5-4 VAV-5-5 VAV-5-6 VAV-5-7 VAV-5-8 VAV-5-9 VAV-5-10 VAV-5-11 VAV-5-12 VAV-5-13 VAV-5-14 VAV-5-15 VAV-5-16 VAV-5-17 VAV-5-18 36x12 SA 32x12 SA 30x12 SA 28x12 SA 26x12 SA 12ø SA 16x12 SA 22x12 SA 32x12 SA 36x12 SA VAV-5-9 VAV-5-16 VAV-5-15 VAV-5-10 VAV-5-11 VAV-5-17 VAV-5-5 VAV-5-13 VAV-5-2 VAV-5-4 VAV-5-3 VAV-5-19 VAV-5-1 VAV-5-18 AHU-5 VAV-5-7 VAV-5-6 VAV-5-12 VAV-5-8 EF-14 EF-13 EF-12 EF-11 EF-10 VAV-5-14 24' - 5" 4 B A.2 G.5 4 B A.2 G.5 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 KNUD HANSEN DOH TOWER 470-23-50 010-8-101472 M101 3/3/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 MECHANICAL PLAN 30% CDS 1/8" = 1'-0" M101 SECOND FLOOR MECHANICAL PLAN 1 1/8" = 1'-0" M101 LOWER LEVEL MECHANICAL PLAN 2 1/8" = 1'-0" M101 MAIN LEVEL MECHANICAL PLAN 3 No. Description Date 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 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 3/3/2026 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 No Scale 2-WAY COIL PIPING DIAGRAM 1 No Scale AHU CONDENSATE DRAIN TRAP 2 No Scale DIFFUSER MOUNTING 5 No Scale DUCTLESS DX SPLIT SYSTEMS 6 No Scale FIRE RATED FLOOR / WALL PENETRATION 3 No Scale RECTANGULAR DUCT SUPPORT DETAIL 4 No Scale TRAPEZE HANGER 9 No Scale TYPICAL DUCT SUPPORT 7 No Scale TYPICAL LOW PRESSURE DUCTWORK 8 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 KNUD HANSEN DOH TOWER 470-23-50 010-8-101472 M701 3/3/2026 Checker Author 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 MECHANICAL SCHEDULES 30% CDS 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-5 TRANE CSAA017 8000 CFM 1660 CFM 20.1 No 1660 CFM 8000 CFM 2520 CFM 2.00 in-wg 3.64 in-wg 2 6 hp Yes 292740 Btu/h 202980 Btu/h 78.0 °F 66.3 °F 55.0 °F 54.3 °F 0.59 in-wg 49 GPM 42 °F 54 °F 4.76 Feet 1879 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-5-1 TITUS DESV 10 910 CFM 275 CFM 7413.8 Btu/h 275 CFM 55 °F 80 °F 1 2.5 kW Yes 0 81.00 lbf 208 V 1 VAV-5-2 TITUS DESV 8 605 CFM 185 CFM 4987.5 Btu/h 185 CFM 55 °F 80 °F 1 1.5 kW Yes 0 68.00 lbf 208 V 1 VAV-5-3 TITUS DESV 12 1415 CFM 425 CFM 11457.7 Btu/h 425 CFM 55 °F 80 °F 1 3.5 kW Yes 0 92.00 lbf 208 V 1 VAV-5-4 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-5-5 TITUS DESV 8 575 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-5-6 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 208 V 1 VAV-5-7 TITUS DESV 5 230 CFM 70 CFM 1887.2 Btu/h 70 CFM 55 °F 80 °F 1 1.0 kW Yes 0 65.00 lbf 208 V 1 VAV-5-8 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-5-9 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-5-10 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-5-11 TITUS DESV 6 340 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-5-12 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-5-13 TITUS DESV 5 185 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-5-14 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-5-15 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-5-16 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-5-19 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 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-9 GREENHECK SQ-100-VG INLINE 950 CFM 950 CFM 0.50 in-wg DIRECT 0.25 hp Yes 53 50.00 lb 4 A 5 A 15 A 120 V 1 EF-10 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-11 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-12 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-13 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-14 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 No. Description Date 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-5-17 TITUS DESV 6 400 CFM 120 CFM 0 37.00 lbf 120 V 1 VAV-5-18 TITUS DESV 6 400 CFM 120 CFM 0 37.00 lbf 120 V 1 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 4/6/2026 SBC KRM 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen DOH Tower 470-23-50 ELECTRICAL SYMBOLS, LEGEND, NOTES AND INDEX 30% CDS 470-23-50 010-8-101472 04-03-2026 No. Description Date ELECTRICAL DRAWING INDEX SHEET DESCRIPTION E001 ELECTRICAL SYMBOLS, LEGEND, NOTES AND INDEX E002 ELECTRICAL GENERAL NOTES E101 POWER LOWER FLOOR PLAN E102 POWER MAIN FLOOR PLAN E103 POWER SECOND FLOOR PLAN E121 LIGHTING LOWER LEVEL RCP E122 LIGHTING MAIN FLOOR RCP E123 LIGHTING SECOND FLOOR RCP E601 ELECTRICAL ONE-LINE DIAGRAM E651 ENLARGED ELECTRICAL PLANS 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 4/6/2026 SBC KRM 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen DOH Tower 470-23-50 ELECTRICAL GENERAL NOTES 30% CDS 470-23-50 010-8-101472 04-03-2026 No. Description Date 1 1.1 2 3 3.1 4 E D.2 D.1 D C B.1 B A.2 A.1 A 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 E101 4/6/2026 SBC KRM 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen DOH Tower 470-23-50 POWER LOWER FLOOR PLAN 30% CDS 470-23-50 010-8-101472 04-03-2026 No. Description Date 1/8" = 1'-0" E101 LOWER LEVEL POWER PLAN 1 1 1.1 2 3 3.1 4 E D.2 D.1 D C B.1 B A.2 A.1 A G.3 G.4 G.5 G.6 SECURITY 1702 INTAKE 1701 LOBBY 1700 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 4/6/2026 SBC KRM 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen DOH Tower 470-23-50 POWER MAIN FLOOR PLAN 30% CDS 470-23-50 010-8-101472 04-03-2026 No. Description Date 1/8" = 1'-0" E102 MAIN LEVEL POWER PLAN 1 1 1.1 2 3 3.1 4 E D.2 D.1 D C B.1 B A.2 A.1 A G.3 G.4 G.5 G.6 PROGRAM ADMINISTRATOR 2526 COMMUNITY HEALTH WORKER 2527 ADMIN OFFICER 2528 CASE MANAGER 2530 COORDINATOR 2531 DIRECTOR 2532 BREAKROOM 2714 LACTATION 2715 ADMIN SERVICES 2525 OUTREACH 2529 MECHANICAL 2716 ? ? SURVEILLANCE OFFICER 2534 EPIDEMIOLOGY 2533 TELEHEALTH 2535 TB COORDINATOR 2537 MEDICAL CASE MANAGER 2539 MEDICAL CASE MANAGER 2541 LINKAGE TO CARE COORDINATOR 2543 DISEASE INTERVENTION SPECIALIST 2544 DISEASE INTERVENTION SPECIALIST 2546 PATIENT TLT. 2705 PUBLIC TLT. 2704 PUBLIC TLT. 2702 ? ? WAITING ROOM 2701 CASHIER 2703 TRIAGE/VITALS 2501 FLEX NURSING 2502 EXAM 1 2505 EXAM 2 2506 EXAM 3 2508 EXAM 4 2510 TREATMENT SUITE 2512 EXAM 5 (PRENATAL) 2513 EXAM 6 (ISO) 2514 ANTEROOM 2515 EXAM 7 (ISO) 2516 CONFERENCE ROOM 2713 CORRIDOR 2 2708 STAFF TLT. 2712 UTILITY 2523 BIOHAZARD 2517 ELECTRICAL 2710 TELECOM 2709 STAFF TLT. 2711 ADMIN OFFICER 2524 JANITOR 2707 HEAD NURSE 2518 SOILED UTILITY 2519 CLEAN UTILITY 2520 STORAGE 2521 PHYSICIAN 2545 PHYSICIAN 2504 COUNSELING 2507 MEDICAL STORAGE 2509 NURSE STATION 2511 RECORDS 2522 PHYSICIAN 2542 NURSE PRACTITIONER 2540 SURVEILLANCE OFFICER 2538 SURVEILLANCE OFFICER 2536 CORRIDOR 1 2706 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 4/6/2026 SBC KRM 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen DOH Tower 470-23-50 POWER SECOND FLOOR PLAN 30% CDS 470-23-50 010-8-101472 04-03-2026 No. Description Date 1/8" = 1'-0" E103 SECOND FLOOR POWER PLAN 1 80 SF ELECTRICAL 72 SF IT 849 SF PUMPS & EQUIPMENT 1201 SF FIRE & DOMESTIC CISTERNS 1 1.1 2 3 3.1 4 E D.2 D.1 D C B.1 B A.2 A.1 A 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 E121 4/6/2026 SBC KRM 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen DOH Tower 470-23-50 LIGHTING LOWER LEVEL RCP 30% CDS 470-23-50 010-8-101472 04-03-2026 No. Description Date 1/8" = 1'-0" E121 LOWER LEVEL LIGHTING PLAN 1 1 1.1 2 3 3.1 4 E D.2 D.1 D C B.1 B A.2 A.1 A 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 E122 4/6/2026 SBC KRM 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen DOH Tower 470-23-50 LIGHTING MAIN FLOOR RCP 30% CDS 470-23-50 010-8-101472 04-03-2026 No. Description Date 1/8" = 1'-0" E122 MAIN LEVEL LIGHTING PLAN 1 1 1.1 2 3 3.1 4 E D.2 D.1 D C B.1 B A.2 A.1 A 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 E123 4/6/2026 SBC KRM 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen DOH Tower 470-23-50 LIGHTING SECOND FLOOR RCP 30% CDS 470-23-50 010-8-101472 04-03-2026 No. Description Date 1/8" = 1'-0" E123 SECOND FLOOR LIGHTING PLAN 2 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 4/6/2026 SBC KRM 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen DOH Tower 470-23-50 ELECTRICAL ONE-LINE DIAGRAM 30% CDS 470-23-50 010-8-101472 04-03-2026 12" = 1'-0" 1 ELECTRICAL ONE-LINE DIAGRAM1 N.T.S 2 FEEDER SCHEDULE (CU)1 No. Description Date C B.1 P2C P2D TELECOM 2709 ELECTRICAL 2710 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 4/6/2026 SBC KRM 1303 Hospital Ground, Knud Hansen Complex St. Thomas, US. Virgin Islands 00802 Knud Hansen DOH Tower 470-23-50 ENLARGED ELECTRICAL PLANS 30% CDS 470-23-50 010-8-101472 04-03-2026 No. Description Date 1/2" = 1'-0" 1 DOH ENLARGED - ROOM 2026,2027