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OWNER: GOVERNMENT OF THE VIRGIN ISLANDS LOCATION: NISKY 35 SOUTHSIDE QUARTER SUBBASE, CROWN BAY, STT, VI JURISDICTION: ST. THOMAS, U.S. VIRGIN ISLANDS ARCHITECT: JAREDIAN DESIGN GROUP APPLICABLE CODES BUILDING: 2021 INTERNATIONAL BUILDING CODE FIRE PROTECTION: NFPA MECHANICAL: 2021 IMC ELECTRICAL: 2021 IEC PLUMBING: 2021 IPC ACCESSIBILITY: ENERGY: 2021 IEEC PROJECT DESCRIPTION PRIMARY CLASS USE: MIXED USE ZONING: CONSTRUCTION TYPE: FRAMED CONSTRUCTION NO. OF STORIES: 2 BUILDING HEIGHT: 41'-0" BUILDING AREA: 12,231 SF GROSS AREA 10,841 SF NET AREA SPRINKLED: NO AGE: TABLE 803.5 (IBC) INTERIOR WALL & CEILING FINISH REQUIREMENTS BY OCCUPANCY GROUP B: NON-SPRINKLED: VERTICAL EXITS: 2 EXIT PASSAGEWAYS: 2 EXIT ACCESS CORRIDORS: 2 ROOMS & ENCLOSED SPACES: ICC 500 FOR SAFE ROOMS PROJECT NO.: ISSUED FOR: PREPARED BY: PREPARED FOR: WITH: GOVERNMENT OF THE UNITED STATES VIRGIN ISLANDS OFFICE OF DISASTER RECOVERY ISSUE DATE: VICINITY MAP PROJECT DIRECTORY INDEX OF DRAWINGS ARCHITECT: PROJECT INFORMATION PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI 21-003.C 90% PROGRESS SET 02.14.2025 GENERAL G0.0 COVER SHEET G0.1 DRAWING LIST & LIFE SAFETY G0.2 GENERAL AND DEMOLITION NOTES G0.3 TYPICAL DETAILS CIVIL C001 EXISTING CONDITION PLAN & KEY PLAN C002 DEMOLITION PLAN C003 DEMOLITION PLAN C004 SITE GEOMETRY AND PAVING, GRADING AND DRAINAGE PLAN C005 SITE GEOMETRY AND PAVING, GRADING AND DRAINAGE PLAN C006 TYPICAL SECTIONS C007 PAVING, GRADING, AND DRAINAGE DETAILS C008 PAVING, GRADING, AND DRAINAGE DETAILS C009 PAVING, GRADING, AND DRAINAGE DETAILS STRUCTURAL S0.1 ABBREVIATIONS SYMBOLS AND SHEET INDEX S0.2 STRUCTURAL GENERAL NOTES S0.3 STRUCTURAL GENERAL NOTES CONTINUED S0.4 STRUCTURAL GENERAL NOTES CONTINUED S0.5 COMPONENT WIND CRITERIA S0.6 SCHEDULES S1.1 FOUNDATION DEMO PLAN S2.1 FOUNDATION - SLAB PLAN S2.2 LEVEL 2 - FRAMING PLAN S2.3 ROOF FRAMING PLAN S2.4 HIGH ROOF FRAMING PLAN S3.1 BUILDING SECTIONS S3.2 BUILDING SECTIONS S3.3 BUILDING SECTIONS S4.1 FOUNDATION DETAILS AND SECTIONS S4.2 FOUNDATION DETAILS AND SECTIONS S4.3 FOUNDATION DETAILS AND SECTIONS S4.4 FOUNDATION DETAILS AND SECTIONS S4.5 MASONRY DETAILS AND SECTIONS S4.6 CONCRETE DETAILS AND SECTIONS S5.1 FLOOR FRAMING DETAILS AND SECTIONS S5.2 FLOOR FRAMING DETAILS AND SECTIONS S6.1 ROOF FRAMING DETAILS AND SECTIONS S7.1 SIDEPLATE GENERAL NOTES (1 OF 2) S7.2 SIDEPLATE GENERAL NOTES (2 OF 2) S7.3 SIDEPLATE COLUMN DETAILS, A TYPE S7.4 SIDEPLATE COLUMN DETAILS, B TYPE S7.5 SIDEPLATE COLUMN DETAILS, A TYPE NARROW S7.6 SIDEPLATE BEAM DETAILS S7.7 SIDEPLATE BEAM DETAILS, NARROW S7.8 SIDEPLATE FIELD ERECTION DETAILS (1 OF 2) S7.9 SIDEPLATE FIELD ERECTION DETAILS (2 OF 2) PROJECT AREA S7.10 SIDEPLATE MISCELLANEOUS DETAILS S7.11 SIDEPLATE COORDINATION ITEMS (1 OF 2) S7.12 SIDEPLATE COORDINATION ITEMS (2 OF 2) S7.13 SIDEPLATE CONSTRUCTION GUIDELINES (1 OF 3) S7.14 SIDEPLATE CONSTRUCTION GUIDELINES (2 OF 3) S7.15 SIDEPLATE CONSTRUCTION GUIDELINES (3 OF 3) ARCHITECTURAL PLANS A0.0 LEVEL 1 EXISTING A0.1 LEVEL 1 DEMOLITION FLOOR PLAN A1.1 LEVEL 1 IDENTIFICATION PLAN A1.3 LEVEL 1 REFLECTED CEILING PLAN A1.4 LEVEL 2 IDENTIFICATION PLAN A1.5 LEVEL 2 DIMENSION PLAN A1.6 LEVEL 2 REFLECTED CEILING PLAN A1.7 DEMOLITION ROOF PLAN A1.8 LEVEL 3 IDENTIFICATION PLAN BUILDING ELEVATIONS A2.0 BUILDING ELEVATIONS A2.1 BUILDING ELEVATIONS A2.2 AXONS BUILDING SECTIONS A3.0 BUILDING SECTIONS A3.1 BUILDING SECTIONS A3.2 WALL SECTIONS A3.3 WALL SECTIONS A3.4 WALL SECTIONS A3.5 WALL SECTIONS A3.6 WALL SECTIONS A3.7 WALL SECTIONS A3.8 WALL SECTIONS A3.9 WALL SECTIONS SCHEDULES/ ELEVATIONS A4.0 SCHEDULES A4.1 SCHEDULES A4.2 DOOR ELEVATIONS A4.3 WINDOW ELEVATIONS ENLARGED PLANS, ELEVATIONS, SECTIONS, & DETAILS A4.4 WALL DETAILS A5.0 CEILING DETAILS A5.1 CEILING DETAILS A5.3 WINDOW DETAILS A5.4 WINDOW DETAILS A5.5 WINDOW DETAILS A5.6 DOOR DETAILS A5.7 DOOR DETAILS A5.8 DOOR DETAILS A5.9 DOOR DETAILS A6.0 ENLARGED RESTROOM PLANS JAREDIAN DESIGN GROUP STRUCTURAL: MEP: ECONOMIC DEVELOPMENT AUTHORITY A6.1 ENLARGED RESTROOM PLANS A6.2 ENLARGED PLANS AND ELEVATIONS A7.1 ENLARGED COLUMN ENCLOSURES A7.2 ENLARGED COLUMN ENCLOSURES A7.3 ENLARGED COLUMN ENCLOSURES A7.4 ENLARGED COLUMN ENCLOSURES A7.5 ENLARGED COLUMN ENCLOSURES A7.6 ENLARGED COLUMN ENCLOSURES A7.7 ENLARGED COLUMN ENCLOSURES A8.0 STAIR SECTIONS A8.1 STAIR SECTIONS A8.2 STAIR DETAILS A8.3 STAIR AND HANDRAIL DETAILS A8.4 RAILING DETAILS A8.5 RAILING DETAILS A9.0 ROOF DETAILS A9.1 ROOF DRAIN DETAIL A9.2 AIRFLOW SUNSHADE DETAILS MECHANICAL M0.0 MECHANICAL LEGENDS, ABBREVIATIONS, & SCHEDULES M0.1 MECHANICAL DETAILS M1.1 MECHANICAL FLOOR PLAN - LEVEL 1 M1.2 MECHANICAL FLOOR PLAN - LEVEL 2 M1.3 MECHANICAL ROOF PLAN PLUMBING P0.0 MECHANICAL LEGENDS, ABBREVIATIONS, & SCHEDULES P0.1 PLUMBING DETAILS P0.2 PLUMBING DETAILS P1.1 PLUMBING FLOOR PLAN - LEVEL 1 P1.2 PLUMBING FLOOR PLAN - LEVEL 2 P2.0 PLUMBING ENLARGED VIEWS ELECTRICAL E0.0 ELECTRICAL LEGEND, SCHEDULES, & GENERAL NOTES E0.1 ELECTRICAL DETAILS E0.2 ELECTRICAL RISER DIAGRAM E1.1 ELECTRICAL FLOOR PLAN - LEVEL 1 E1.2 ELECTRICAL FLOOR PLAN - LEVEL 2 E2.1 LIGHTING FLOOR PLAN - LEVEL 1 E2.2 LIGHTING FLOOR PLAN - LEVEL 2 CIVIL: DIRECTION OF NORTH ARCHITECTURAL SYMBOLS: REFERENCE: TO ENLARGED PLAN, DETAIL OR SECTION 4 A8.0 DETAIL NUMBER DRAWING NUMBER W2 WALL TYPE NUMBER REFERENCE: TO WALL TYPE 4 A8.0 SECTION NUMBER DRAWING NUMBER REFERENCE: TO PARTIAL SECTION 1 A2.0 ELEVATION NUMBER DRAWING NUMBER REFERENCE: TO EXTERIOR ELEVATION A NEW WINDOW LETTER REFERENCE: TO WINDOW SCHEDULE A5.0 6 7 8 10 ELEVATION NUMBER ELEVATION NUMBER DRAWING NUMBER REFERENCE: TO INTERIOR ELEVATION 102 NEW DOOR NUMBER REFERENCE: TO DOOR SCHEDULE NEW ELEVATION TARGET TOP OF MASONRY 625.0' A A-2.0 MATCH LINE MATCH LINE LETTER SHEET NUMBER ARCHITECTURAL ABBREVIATIONS: ACT. ACOUSTIC CEILING TILE AES. ARCHITECTURALLY EXPOSED STEEL A.F.F. ARCHITECTURALLY EXPOSED STEEL B.T.W. BOTTOM OF WALL BLDG. BUILDING CONC. CONCRETE CMU. CONCRETE MASONRY UNIT CWB. CEMENT WALL BOARD DIA. DIAMETER EA. EACH EL. ELEVATION ES. EXPOSED STRUCTURE EQ. EQUAL EXIST. EXISTING F.F. FINISH FLOOR FIN. FINISH FLG. FLOORING FTG. FOOTING GALV. GALVANIZED GWB. GYPSUM WALL BOARD GYP. GYPSUM HOR. HORIZONTAL MTL. METAL MO. MASONRY OPENING O.C. ON CENTER O.D. OUTSIDE DIAMETER PLYW. PLYWOOD PNL. PANEL PNT. PAINT R.W.L. RAIN WATER LEADER PTD. PAINTED T.O.W. TOP OF WALL T.S. TUBULAR STEEL U.N.O. UNLESS NOTED OTHERWISE VBC. VINYL BASECOVE VCT. VINYL COMPOSITION TILE WD. WOOD RIGID INSULATION MATERIALS LEGEND: IN SECTION: BATT INSULATION EARTH / COMPACTED FILL COMPACTED GRAVEL FILL CAST-IN-PLACE OR PRECAST CONCRETE CONCRETE MASONRY UNIT PLASTER STEEL FINISH WOOD UNCUT WOOD SAWCUT WOOD/ BLOCKING/SHIM PLYWOOD PLASTER / CONCRETE IN ELEVATION: 1 ADDENDUM NUMBER 1 CHANGE ORDER NUMBER 1 CLARIFICATION NUMBER PROJECT RECORD NUMBER 1 1 TITLE X-X SCALE: 1"=10'-0" DRAWING TITLE NUMBER SHEET NUMBER CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S. J.P.W. NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI G0.1 DRAWING LIST & LIFE SAFETY 21-003.C J.P.W. NO. DATE REMARKS GENERAL DEMOLITION AND CONSTRUCTION NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND BE FAMILIAR WITH ALL SYSTEMS BEFORE DEMOLITION. ALL DEMOLITION SHALL COMPLY WITH THE RULES & REGULATIONS OF THE FEDERAL, STATE, COUNTRY AND CITY GOVERNMENTS. EXISTING SERVICES SHALL BE MAINTAINED DURING DEMOLITION. ANY SHUTDOWN OF SYSTEMS MUST BE COORDINATED & APPROVED BY THE OWNER. CONTRACTOR SHOULD COORDINATE WORK WITH ALL TRADES & PROVIDE SUPERVISION WHILE WORK IS BEING PERFORMED. 2. THE CONTRACTOR SHALL VERIFY WITH THE OWNER, ALL MATERIALS TO BE RETAINED BY THE OWNER & DELIVER & STORE SAME WHERE DIRECTED BY THE OWNER. ALL REMAINING ITEMS BECOME THE PROPERTY OF THE CONTRACTOR & SHALL BE DISPOSED OF IN A LEGAL MANNER. 3. DO NOT INTERFERE WITH USE OF ADJACENT AREAS. MAINTAIN FREE & SAFE PASSAGE TO & FROM ADJACENT AREAS. PROVIDE, ERECT & MAINTAIN BARRICADES & LIGHTING AS REQUIRED BY APPLICABLE REGULATORY ADVISORY TO PROTECT OCCUPANTS OF THE BUILDING & WORKERS. 4. REMOVE EXISTING ELEMENTS AS INDICATED BY LEGEND. SURFACES OF EXISTING AREAS WHICH HAVE BEEN ALTERED BY DEMOLITION NOT SPECIFICALLY CALLED FOR SHALL BE REPAIRED & FINISHED TO MATCH THE ADJACENT SURFACES. PROTECT ALL EXISTING OR REMAINING SURFACES, FLOORS, WALLS & CEILINGS FROM AREAS OF DEMOLITION & NEW CONSTRUCTION. 5. CONTRACTOR SHALL FIELD VERIFY THE EXISTING CONDITIONS & NOTIFY THE ARCHITECT OF DISSIMILARITIES BEFORE PROCEEDING WITH DEMOLITION WORK. ALL WORK SHALL BE COORDINATED WITH DRAWINGS FOR NEW CONSTRUCTION. 6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO DEMOLITION OR CONSTRUCTION IN EXISTING AREAS 7. ERECT & MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT THE SPREAD OF DUST, FUMES & SMOKE TO OTHER PARTS OF THE BUILDING. MAINTAIN EXIT REQUIREMENTS, COORDINATE EXACT LOCATION WITH OWNER. ON COMPLETION OF WORK, REMOVE TEMPORARY PARTITIONS & REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES. 8. ARRANGE & PAY FOR DISCONNECTING, REMOVING & CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT & STUB-OFF, NOTIFY THE AFFECTED UTILITY COMPANY & OBTAIN APPROVAL BEFORE STARTING THIS WORK. 9. REMOVE FROM THE SITE ALL CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIALS ENCOUNTERED & DISPOSE OF BY LEGAL MEANS. DO NOT ENDANGER THE HEALTH OF WORKERS OF THE PUBLIC. 10. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY MATERIAL OR PORTION THEREOF FROM DEMOLISHED MATERIAL BEFORE IT IS DISPOSED OF. 11. ALL PLUMBING (POTABLE, SANITARY, ETC.) REQUIRED FOR OTHER FLOORS ABOVE OR BELOW SHALL NOT BE DISRUPTED OR REMOVED. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL SERVICES PRIOR TO REMOVAL OR DISCONNECTION OF ALL SERVICES (ELECTRICAL, HVAC, PLUMBING, SECURITY & TEL./DATA) FOR ADJOINING OCCUPIED SPACES SHALL BE MAINTAINED. CONTRACTOR TO MAKE MINOR ADJUSTMENTS AS REQUIRED TO MAINTAIN PLUMBING, ELECTRICAL & TEL./DATA TO OCCUPIED AREAS. 12. THE CONTRACTOR SHALL REMOVE & DISCARD ALL PLUMBING FIXTURES. THEY SHALL CAP ALL PIPES TEMPORALLY FOR RE-USE. 13. WHERE EXISTING WALLS ARE INDICATED TO BE REMOVED, PATCH INTERSECTING WALLS TO REMAIN FLUSH TO ACCEPT NEW FINISH. 14. CONTRACTOR SHALL REMOVE & DISCARD ALL DOORS, FRAMES, HARDWARE, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE. 15. CONTRACTOR SHALL USE SELF LEVELING COMPOUND IN AREAS WHERE WALLS OR TILES HAVE BEEN REMOVED OR ALTERED IN ORDER TO MAINTAIN A LEVEL SURFACE THROUGHOUT. THEY MUST ALSO USE IT IN AREAS WHERE A TRANSITION IS NEEDED BETWEEN SURFACES THAT ARE DIFFERENT IN MATERIAL OR HEIGHT. 16. THE CONTRACTOR SHALL SURVEY THE EXISTING EQUIPMENT & FURNISHINGS & DISCARD ALL EQUIPMENT & FURNISHINGS NOT DESIGNATED BY OWNER OR OWNER'S REPRESENTATIVE TO BE SALVAGED. 17. EXISTING BASEBOARDS TO BE REMOVED AND DISCARDED. 18. CONTRACTOR SHALL REMOVE ALL EXISTING FLOOR TILES DOWN TO EXISTING FLOOR SLAB. THEY SHALL REPAIR AND PATCH EXISTING FLOOR AS REQUIRED FOR THE INSTALLATION OF NEW FLOOR TILES. NEW CONSTRUCTION NOTES 1. THE INTENT OF THIS CONTRACT IS TO PROVIDE FOR THE CONSTRUCTION AND COMPLETION OF THE WORK DESCRIBED IN THE DRAWINGS. THE PRECISE DETAILS OF PERFORMING THE WORK ARE NOT STIPULATED EXCEPT AS CONSIDERED ESSENTIAL FOR THE SUCCESSFUL COMPLETION OF THE WORK. FURNISH ALL LABOR, MATERIAL, EQUIPMENT, TOOLS, TRANSPORTATION, AND SUPPLIES NECESSARY TO COMPLETE THE WORK ACCORDING TO THE CONTRACT. 2. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL PROPOSED SOURCES OF MATERIAL BEFORE DELIVERY TO THE PROJECT SITE TO EXPEDITE MATERIAL INSPECTION AND TESTING IF REQUIRED BY THE ARCHITECT. STORED MATERIAL PREVIOUSLY APPROVED FOR PAYMENT MAY AGAIN BE INSPECTED BY THE ARCHITECT FOR COMPLIANCE WITH APPLICABLE CONTRACT SPECIFICATION PRIOR TO BEING INCORPORATED INTO THE WORK. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF ALL STORED MATERIAL. 4. THE CONTRACTOR SHALL PROVIDE ALL SPACE OUTSIDE THE CONSTRUCTION LIMITS NEEDED FOR STORAGE OF MATERIAL. DO NOT USE PRIVATE PROPERTY FOR STORAGE WITHOUT WRITTEN PERMISSION OF THE OWNER OR LESSEE. FURNISH COPIES OF ALL SUCH AGREEMENTS TO THE ARCHITECT. ANY AREA PROVIDED BY THE OWNER FOR THE STORAGE OF MATERIAL SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE END OF THE CONTRACT. 5. THE EXISTING UTILITIES SHOWN ARE FOR INFORMATION ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS, AND THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THEIR LOCATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS IN THE FIELD WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES, WHETHER SHOWN OR NOT ON THE PLANS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 6. ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE. 7. WORK THAT DOES NOT CONFORM TO THE CONTRACT, OR TO PREVAILING INDUSTRY STANDARDS WHERE NO SPECIFIC CONTRACT REQUIREMENTS ARE NOTED SHALL BE REMOVED AND REPLACED AT NO COST TO THE OWNER. 8. DO NOT DISTURB AREAS OUTSIDE OF THE LIMITS OF THE AREAS SHOWN ON THE PLANS. DISTURBANCES OUTSIDE THESE LIMITS SHALL BE REPAIRED AND/OR REPLACED AT CONTRACTOR'S EXPENSE. 9. THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND STREET PROTECTION AT ALL TIMES. STREET SHALL NOT BE LEFT IN AN UNSAFE OR MUDDY CONDITION. 10. ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER, AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 11. THE ARCHITECT SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO STARTUP OF CONSTRUCTION BY THE CONTRACTOR. 12. DEVIATION OF THESE PLANS AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT MAY BE CAUSE THE WORK TO BE REJECTED BY THE ARCHITECT. 13. CONTRACTOR WARRANTS THAT HIS EMPLOYEES, AGENTS, AND SUBCONTRACTORS POSSESS THE EXPERIENCE, KNOWLEDGE AND CHARACTER NECESSARY TO QUALIFY THEM INDIVIDUALLY FOR THE PARTICULAR CONSTRUCTION TECHNIQUES THEY PERFORM IN CONNECTION WITH THE TASKS TO BE PERFORMED UNDER THE CONTRACT. THE CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION BE IN STRICT COMPLIANCE WITH ALL OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION), AND LOCAL HEALTH AND SAFETY CODES. 14. THE CONTRACTOR SHALL CHECK, REVIEW, AND VERIFY ALL PLANS, DIMENSIONS, AND SITE CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO CODE, RULES, AND REGULATIONS SHALL BE REPORTED IN WRITING TO THE ARCHITECT. 15. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITIONS OF THE U.S. VIRGIN ISLANDS BUILDING CODE, THE ACI, AND THE ASTM. 16. THE PREMISES SHALL BE KEPT FROM ACCUMULATION OF WASTE MATERIAL AND DEBRIS, AND AT THE END OF THE JOB THE CONTRACTOR SHALL REMOVE ALL RUBBISH, SURPLUS MATERIAL, AND TOOLS AND LEAVE THE WORK AREA BROOM CLEAN. 17. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE AND THE VIRGIN ISLANDS CODE. CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 R.O.P J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI G0.2 GENERAL AND DEMOLITION NOTES 21-003.C J.P.W. NO. DATE REMARKS 15 min 380 48 max 1220 48 max 1220 44 max 1120 >20-25 max 510-635 20 max 510 OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED FORWARD REACH 10 max 255 1220 48 max 15 min 380 UNOBSTRUCTED FORWARD REACH 10 max 255 1220 48 max 34 max 865 34 max 865 46 max 1170 > 10-24 max 255-610 (a) (b) OBSTRUCTED HIGH FORWARD REACH 4 max 100 X 80 2030 X > 27 685 > LIMIT OF PROTRUDING OBJECTS 60 min 24 min 36 min 36 min 12 min 915 305 1525 610 915 12 min 305 60 min 1525 base arm arm T-SHAPED TURNING SPACE CIRCULAR TURNING SPACE 30 min 48 min 30 min 48 min 1220 760 760 1220 (a) forward (b) parallel POSITION OF CLEAR FLOOR OR GROUND SPACE 48 min 30 min 760 1220 CLEAR FLOOR OR GROUND SPACE ø 5' - 0" 1' - 3" MIN. MAX. 4' - 0" 1' - 3" MIN. MAX. 4' - 0" 2' - 10" MAX. MAX.- ADA ACCESSIBLE 4' - 0" STANDARD 5' - 0" 1' - 3" MIN. MAX. 4' - 0" 1' - 3" MIN. MAX. 4' - 0" 1' - 3" MIN. 1' - 3" MIN. MAX. 4' - 0" MAX. 4' - 0" 1' - 3" MIN. MAX. 4' - 0" TYPICAL 4' - 0" 1' - 3" MIN. MAX. 4' - 0" MAX. 4' - 0" 1' - 3" MIN. MAX. 4' - 0" MAX. 4' - 0" MAX. 4' - 0" MOUNT DRYER SO THAT OPERABLE CONTROLS ARE BETWEEN 15" MIN. & 48" MAX A.F.F. MOUNT PAPER TOWEL DISPENSER SO THAT OPERABLE CONTROLS, TOWEL DISPENSER AND WASTE RECEPTACLE OPENING ARE BETWEEN 15" MIN. & 48" MAX A.F.F. MOUNT SANITARY NAPKIN ACCESSORIES SO THAT OPERABLE CONTROLS, DISPENSER OUTLETS AND WASTE RECEPTACLESARE BETWEEN 15" MIN & 48" MAX. A.F.F. MOUNT SEAT COVER ACCESSORIES SO THAT OPERABLE CONTROLS, AND DISPENSER OUTLETS ARE BETWEEN 15" MIN & 48" MAX. A.F.F. CENTER DISPENSER ABOVE TOILET BLOCKING SUPPORT (TYP) OPERABLE CONTROLS ZONE CHANGING TABLE ROBE / TOWEL HOOK HAND DRYER PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER & WASTE RECEPTACLE SANITARY NAPKIN DISPOSAL SANITARY NAPKIN DISPENSER STANDARD SEAT COVER DISPENSER STANDARD COMBINED SEAT COVER & TOILET TISSUE DISPENSERS TOWEL BAR WALL SWITCH FOR ADA ACCESS: AREA OF UNOBSTRUCTED REACH FOR ALL OPERABLE CONTROLS AND AREAS SUBJECT TO REACH CONSTRAINTS OF WALL MOUNTED DEVICES TO BE LOCATED WITHIN THIS AREA MOUNT CHANGING TABLE SO THAT OPERABLE CONTROLS ARE BETWEEN 15" AND 48" MAX, AND SO THAT WHEN CHANGING TABLE IS IN OPEN POSITION THAT TABLE SURFACE DOES NOT EXCEED 2'-10" A.F.F. MAX 2' - 10" MAX. 2' - 3" MIN. MIN. 9" 2' - 10" MAX. 2' - 10" MAX. 2' - 3" MIN. MIN. 9" 2' - 10" MAX. 3'-4" MAX. AFF TO THE BOTTOM EDGE OF THE REFLECTING SURFACE 25" MAX. 25" MAX. 3'-4" MAX. AFF TO THE BOTTOM EDGE OF THE REFLECTING SURFACE COUNTER WITH DROP IN LAVATORY MIN. 8" MAX. 6" WALL HUNG LAVATORY MIN. 8" MAX. 6" TOP OF GRAB BAR 33" MIN. - 36" MAX. 11" MIN.-17" MAX. T.O. SEAT CHILD 17" MIN.-19" MAX. T.O. SEAT ADULT 1' - 3" MIN. 1 1/2" MIN. TOP OF GRAB BAR 33" MIN.- 36" MAX. 39" MIN. - 41" MAX.1' - 6" MIN. 3' - 0" MIN. BLOCKING SUPPORT TYP. 2' - 0" MIN. 1' - 0" MIN. MAX. 1' - 0" 39" MIN. - 41" MAX. 3' - 6" MIN. BLOCKING SUPPORT (TYP.) 1' - 6" CL WATER CLOSET 7" MIN.-9" MAX CL T.P. DISPENSER LOCATION AREA ADA TOILET & GRAB BARS - FLOOR MTD. 17" MIN. - 19" MAX. 1' - 6" MIN. 38" MIN. 48" MAX. 6' - 10" SHOWER CONTROLS & HAND HELD SHOWER DEVICES TO BE LOCATED IN ZONE INDICATED WITH HATCH PATTERN 15" MAX 15" MAX FOLDING TYPE SHOWER COMPARTMENT SEAT 1' - 6" BLOCKING SUPPORT (TYP.) CL CONTROL WALL SHOWER / ADA SHOWER ALIGN EDGE OF GRAB BAR WITH EDGE OF SHOWER OPENING CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W. NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI G0.3 TYPICAL DETAILS 21-003.C J.P.W. 3/8" = 1'-0" 1 BUILDING BLOCKS 3/8" = 1'-0" 2 FLOOR CLEARANCES 3/8" = 1'-0" 3 MOUNTING HEIGHTS 3/8" = 1'-0" 4 ADA SINK & VANITY 3/8" = 1'-0" 5 ADA TOILET & GRAB BAR 3/8" = 1'-0" 6 SHOWER/ ADA SHOWER NO. DATE REMARKS X X X X TRANSFORMER PAD FFE FFE FFE FFE PARKING AREA PARKING AREA PARKING AREA 220 220 220 220 220 220 210 210 210 200 200 202 206 208 210 210 210 212 212 216 218 216 218 218 220 210 202 206 210 214 216 214 212 218 214 214 212 216 210 214 206 202 200 204 206 208 210 202 200 212 214 210 206 202 204 208 C001 EXISTING CONDITION PLAN & KEY PLAN PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 10.06.2023 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC NISKY 35 SOUTHSIDE QUARTER SUBBASE, CROWN BAY ST. THOMAS, USVI P.O. BOX 8269 Christiansted, USVI 00823 C002 C004 C003 C005 MATCHLINE A MATCHLINE A FFE FFE PARKING AREA PARKING AREA PARKING AREA 220 220 210 200 210 218 220 218 214 210 214 206 202 200 C002 DEMOLITION PLAN PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 10.06.2023 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC NISKY 35 SOUTHSIDE QUARTER SUBBASE, CROWN BAY ST. THOMAS, USVI P.O. BOX 8269 Christiansted, USVI 00823 ALL EXISTING PARKING STRIPING IN THIS AREA TO BE REMOVED AND RE-STRIPED AS PER PROPOSED SITE IMPROVEMENTS SAWCUT AT SIDEWALK DEMOLITION LIMITS BEGIN GUARDRAIL DEMOLITION EXISTING GUARDRAIL TO BE DEMOLISHED MATCHLINE A MATCHLINE A NOTES: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS. 2. COORDINATE THIS PLAN SHEET WITH THE PROPOSED IMPROVEMENTS SHOWN IN THE CIVIL SHEET SET. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS. 3. ALL DEMOLISHED MATERIALS SHALL BE LEGALLY DISPOSED OF. 4. INSTALL ALL STORMWATER POLLUTION PREVENTION DEVICES AND FOLLOW BEST MANAGEMENT PRACTICES (BMPs) PRIOR TO COMMENCING DEMOLITION ACTIVITIES. REFER TO DETAILS 1 & 2 ON SHEET C007. BEGIN GUARDRAIL DEMOLITION EXISTING GUARDRAIL TO BE DEMOLISHED FFE FFE FFE PARKING AREA NG AREA PARKING AREA 220 220 200 210 216 216 218 218 220 210 216 214 212 218 214 214 212 216 214 C003 DEMOLITION PLAN PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 10.06.2023 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC NISKY 35 SOUTHSIDE QUARTER SUBBASE, CROWN BAY ST. THOMAS, USVI P.O. BOX 8269 Christiansted, USVI 00823 EXISTING TREE TO BE DEMOLISHED EXISTING FIRE HYDRANT TO REMAIN. PROTECT DURING CONSTRUCTION ACTIVITIES EXISTING DRAIN COVER TO REMAIN. ADJUST TO PROPOSED FINISH GRADE SAWCUT AT PAVEMENT DEMOLITION LIMITS BEGIN GUARDRAIL DEMOLITION EXISTING GUARDRAIL TO REMAIN EXISTING GUARDRAIL TO BE DEMOLISHED EXISTING GUARDRAIL TO REMAIN END GUARDRAIL DEMOLITION BEGIN TYPE D CURB DEMOLITION TYPE D CURB TO BE DEMOLISHED END TYPE D CURB DEMOLITION SAWCUT AT SIDEWALK DEMOLITION LIMITS SAWCUT AT PAVEMENT DEMOLITION LIMITS MATCHLINE A MATCHLINE A ALL EXISTING PARKING STRIPING IN THIS AREA TO BE REMOVED AND RE-STRIPED AS PER PROPOSED SITE IMPROVEMENTS NOTES: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS. 2. COORDINATE THIS PLAN SHEET WITH THE PROPOSED IMPROVEMENTS SHOWN IN THE CIVIL SHEET SET. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS. 3. ALL DEMOLISHED MATERIALS SHALL BE LEGALLY DISPOSED OF. 4. INSTALL ALL STORMWATER POLLUTION PREVENTION DEVICES AND FOLLOW BEST MANAGEMENT PRACTICES (BMPs) PRIOR TO COMMENCING DEMOLITION ACTIVITIES. REFER TO DETAILS 1 & 2 ON SHEET C007. UP 4 3 2 1 D C 251 SF CISTERN 106 ENTRY STAIR 102 MACHINE ROOM 104 74 SF ELEV. 103 PUMP RM. 105 5 T.O.W. 215.55 T.O.W. 217.20 T.O.W. 218.20 T.O.W. 219.00 T.O.W. 219.45 216.00 216.20 214.55 217.00 217.20 217.80 218.00 218.25 218.45 207.00 210.15 213.10 211.50 211.50 1.0% 1.1% 1.1% 1.1% 214.35 5 C004 SITE, GEOMETRY AND PAVING, GRADING & DRAINAGE PLAN PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 10.06.2023 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC NISKY 35 SOUTHSIDE QUARTER SUBBASE, CROWN BAY ST. THOMAS, USVI P.O. BOX 8269 Christiansted, USVI 00823 NEW GUARDRAIL (FDOT INDEX 400) 214 216.00' PROPOSED CONTOUR EXISTING CONTOUR WHEEL STOP (TYP.) TYPE D CURB BEGIN TYPE D CURB END TYPE D CURB 4" WHITE STRIPE (TYP.) MATCH EXISTING PAVEMENT ELEVATION ALONG THIS EDGE MATCH EXISTING PAVEMENT ELEVATION ALONG THIS EDGE MATCHLINE A MATCHLINE A BEGIN GUARDRAIL. CONNECT TO EXISTING FDOT INDEX 400 GUARDRAIL. (SUBMIT SHOP DRAWINGS FOR APPROVAL) END GUARDRAIL BEGIN GUARDRAIL. CONNECT TO EXISTING FDOT INDEX 400 GUARDRAIL. (SUBMIT SHOP DRAWINGS FOR APPROVAL) END GUARDRAIL 3'-0" FT. TALL ADA COMPLIANT ALUMINUM SAFETY RAILING. SEE DETAIL 13/C009. (SUBMIT SHOP DRAWINGS FOR APPROVAL. SAFETY RAILING TO SPAN FULL LENGTH OF RETAINING WALL) CONCRETE RETAINING WALL BELOW (SEE DETAIL 18/C009) END RETAINING WALL BEGIN RETAINING WALL FIELD VERIFY. MATCH EXISTING SIDEWALK ELEVATION FIELD VERIFY. MATCH EXISTING SIDEWALK ELEVATION FIELD VERIFY. MATCH EXISTING SIDEWALK ELEVATION FIELD VERIFY. MATCH EXISTING SIDEWALK ELEVATION FIELD VERIFY. MATCH EXISTING SIDEWALK ELEVATION T.O.C. T.O.W. TOP OF CURB TOP OF WALL NOTES: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS 2. COORDINATE THIS SHEET WITH DEMOLITION PLAN SHEETS C002 & C003. 3. ALL DIRT/GREEN AREAS TO REMAIN THAT WERE DISTURBED AS A RESULT OF PROPOSED IMPROVEMENTS SHALL BE HYDRO-SEEDED AT THE END OF THE PROJECT AND WATERED ON A REGULAR BASIS FOR A MINIMUM OF 1 MONTH THEREAFTER OR UNTIL THE GRASS HAS CAUGHT UP A2.1 1 4 3 2 1 EMERGENCY GENERATOR WITH 3'-0" CLEAR MECHANICAL ROOM 108 FFE 220.75 FT D C A1 A2 A3 A4 A5 A6 R2 R1 251 SF CISTERN 106 LOBBY 101 101 ENTRY STAIR 102 MACHINE ROOM 104 74 SF ELEV. 103 PUMP RM. 105 A7 B6 B9 5 C5 E LEASED AREA 107 2 1 3 4 218.60 T.O.C. 218.80 219.15 T.O.C. 219.00 219.00 T.O.C. 218.70 218.30 218.50 T.O.C. 219.50 212 213 214 215 216 217 218 219 220 220 221 223 218 217 216 215 214 213 212 211 T.O.C. 219.80 T.O.C. 219.20 218.70 219.00 219.30 219.35 219.80 220.10 219.10 218.85 218.70 218.50 219.00 217.95 217.85 217.35 218.20 217.10 217.15 216.60 216.30 218.30 218.20 4.2% 1.1% 1.3% 1.0% 2.0% 2.3% 1.3% 0.0% 1.3% 1.3% 0.8% 1.3% 1.6% 3.1% 2.5% 3.2% 219.75 0.7% 1.7% 1.4% 1.2% 2.1% 3.1% 218.95 219.05 218.65 1.8% 0.2% 0.8% 0.4% 216.00' 215.00' 217.00' 219.00 219.85 1.3% 1.6% 1.8% 1.6% 220.60 220.50 SEE DETAIL 5/C007 219.30 T.O.C. 219.10 1.7% 219.55 214 216.00' 5 C005 SITE, GEOMETRY AND PAVING, GRADING & DRAINAGE PLAN PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 10.06.2023 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC NISKY 35 SOUTHSIDE QUARTER SUBBASE, CROWN BAY ST. THOMAS, USVI P.O. BOX 8269 Christiansted, USVI 00823 SEE DETAIL 10/C008 4" WHITE STRIPE (TYP.) NOTES: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS 2. COORDINATE THIS SHEET WITH DEMOLITION PLAN SHEETS C002 & C003. 3. ALL DIRT/GREEN AREAS TO REMAIN THAT WERE DISTURBED AS A RESULT OF PROPOSED IMPROVEMENTS SHALL BE HYDRO-SEEDED AT THE END OF THE PROJECT AND WATERED ON A REGULAR BASIS FOR A MINIMUM OF 1 MONTH THEREAFTER OR UNTIL THE GRASS HAS CAUGHT NEW GUARDRAIL (FDOT INDEX 400) MATCH EXISTING PAVEMENT ELEVATION ALONG THIS EDGE BEGIN TYPE D CURB END TYPE D CURB (TYP.) BEGIN GUARDRAIL. CONNECT TO EXISTING FDOT INDEX 400 GUARDRAIL. (SUBMIT SHOP DRAWINGS FOR APPROVAL) END GUARDRAIL BEGIN GUARDRAIL. CONNECT TO EXISTING END GUARDRAIL FDOT INDEX 400 GUARDRAIL. (SUBMIT SHOP DRAWINGS FOR APPROVAL) TYPE D CURB MATCH EXISTING PAVEMENT ELEVATION ALONG THIS EDGE (TYP.) CONCRETE STEPS, LANDING, AND ADA COMPLIANT RAMP WITH SAFETY RAILING. (REFER TO ARCHITECTURAL PLANS) F.F.E. =220.30 FIELD VERIFY. MATCH EXISTING SIDEWALK ELEVATION F.F.E. =219.20 F.F.E. =219.50 FIELD VERIFY. MATCH EXISTING PAVEMENT ELEVATION TYPE D CURB FIELD VERIFY. MATCH EXISTING PAVEMENT ELEVATION STEEL BOLLARDS (TYP.) CONCRETE RETAINING WALL BELOW (SEE DETAIL 9/C008) CONCRETE RETAINING WALL. SET TOP OF WALL 3" BELOW EDGE OF PAVEMENT (SEE DETAIL 9/C008) FDOT INDEX 400 GUARDRAIL. ATTACH TO RETAINING WALL. (SUBMIT SHOP DRAWINGS FOR APPROVAL) END RETAINING WALL BEGIN RETAINING WALL ADD THICKENED EDGE ALONG SIDEWALK EDGES ABUTTING ROADWAY & PARKING AREA PROPOSED CONTOUR EXISTING CONTOUR ADD THICKENED EDGE ALL AROUND ADA RAMP SEE DETAIL 16/C009 ADA RAMP SEE DETAIL 6/C007 VALLEY GUTTER ALONG BUILDING EDGE MATCHLINE A MATCHLINE A 1:12 MAX. T.O.C. T.O.W. TOP OF CURB TOP OF WALL 3'-6" FT. TALL ADA COMPLIANT ALUMINUM SAFETY RAILING. SEE DETAIL 13/C009. (SUBMIT SHOP DRAWINGS FOR APPROVAL) TYPICAL SECTION 1 N.T.S. TYPE D CURB BUILDING SIDEWALK VARIES (0%-2.3%) GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (8" DEEP) COMPACT TO 98% MODIFIED PROCTOR (MIN.CBR 100) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) 1-1/2" ASPHALTIC CONCRETE TYPE S-I & 1" ASPHALTIC CONCRETE TYPE S-III WEARING SURFACE (PROVIDE BITUMINOUS TACK COAT BETWEEN LAYERS & PRIME COAT ON TOP OF BASE) MILL ALL EXISTING ASPHALT TO EXPOSED BASE. APPLY PRIME COAT. CONSTRUCT 1-1/2" ASPHALTIC CONCRETE TYPE S-I & 1" ASPHALTIC CONCRETE TYPE S-III WEARING SURFACE (PROVIDE BITUMINOUS TACK COAT BETWEEN LAYERS) EXISTING BASE COMPACTED TO 98% MODIFIED PROCTOR (MIN. CBR 100) EXISTING SUBBASE STABILIZE EXISTING SUBGRADE (TYP.) 0.8% 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) MILL ALL EXISTING ASPHALT TO EXPOSED BASE. APPLY PRIME COAT. CONSTRUCT 1-1/2" ASPHALTIC CONCRETE TYPE S-I & 1" ASPHALTIC CONCRETE TYPE S-III WEARING SURFACE (PROVIDE BITUMINOUS TACK COAT BETWEEN LAYERS) EXISTING BASE COMPACTED TO 98% MODIFIED PROCTOR (MIN. CBR 100) EXISTING SUBBASE THICKENED EDGE ADA RAMP 30" TO 48" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.). COMPACT IN MAXIMUM 12" LIFTS. SCARIFY EXISTING BASE AND BUILD-UP WITH ADDITIONAL GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL. COMPACT TO 98% MODIFIED PROCTOR CBR 100). DEPTH OF BASE BUILD-UP VARIES FROM 0"-6" TYPICAL SECTION 2 N.T.S. MILL ALL EXISTING ASPHALT TO EXPOSED BASE. APPLY PRIME COAT. CONSTRUCT 1-1/2" ASPHALTIC CONCRETE TYPE S-I & 1" ASPHALTIC CONCRETE TYPE S-III WEARING SURFACE (PROVIDE BITUMINOUS TACK COAT BETWEEN LAYERS) EXISTING BASE COMPACTED TO 98% MODIFIED PROCTOR (MIN. CBR 100) EXISTING SUBBASE SCARIFY EXISTING BASE AND BUILD-UP WITH ADDITIONAL GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL. COMPACT TO 98% MODIFIED PROCTOR CBR 100). DEPTH OF BASE BUILD-UP VARIES FROM 0"-12". COMPACT IN MAXIMUM 8" LIFTS TYPICAL SECTION 3 N.T.S. TYPE D CURB SIDEWALK 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) FDOT INDEX 400 GUARDRAIL MOUNTED TO RETAINING WALL (SUBMIT SHOP DRAWINGS FOR APPROVAL) CONCRETE RETAINING WALL VARIES (0.8%-1.6%) 1-1/2" ASPHALTIC CONCRETE TYPE S-I & 1" ASPHALTIC CONCRETE TYPE S-III WEARING SURFACE (PROVIDE BITUMINOUS TACK COAT BETWEEN LAYERS & PRIME COAT ON TOP OF BASE) STABILIZE EXISTING SUBGRADE (TYP.) VARIES (1.1%-1.4%) SIDEWALK THICKENED EDGE CONCRETE RETAINING WALL 3FT. TALL ADA COMPLIANT ALUMINUM SAFETY RAILING. (SUBMIT SHOP DRAWINGS FOR APPROVAL) 12" TO 18" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.). COMPACT IN MAXIMUM 12" LIFTS. GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (8" DEEP) COMPACT TO 98% MODIFIED PROCTOR (MIN.CBR 100) MILL ALL EXISTING ASPHALT TO EXPOSED BASE. APPLY PRIME COAT. CONSTRUCT 1-1/2" ASPHALTIC CONCRETE TYPE S-I & 1" ASPHALTIC CONCRETE TYPE S-III WEARING SURFACE (PROVIDE BITUMINOUS TACK COAT BETWEEN LAYERS) EXISTING BASE COMPACTED TO 98% MODIFIED PROCTOR (MIN. CBR 100) EXISTING SUBBASE SCARIFY EXISTING BASE AND BUILD-UP WITH ADDITIONAL GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL. COMPACT TO 98% MODIFIED PROCTOR CBR 100). DEPTH OF BASE BUILD-UP VARIES FROM 0"-12". COMPACT IN MAXIMUM 8" LIFTS TYPICAL SECTION 4 N.T.S. TYPE D CURB FDOT INDEX 400 GUARDRAIL (SUBMIT SHOP DRAWINGS FOR APPROVAL) VARIES (1.6%-3.1%) 1-1/2" ASPHALTIC CONCRETE TYPE S-I & 1" ASPHALTIC CONCRETE TYPE S-III WEARING SURFACE (PROVIDE BITUMINOUS TACK COAT BETWEEN LAYERS & PRIME COAT ON TOP OF BASE) STABILIZE EXISTING SUBGRADE (TYP.) VARIES (1.1%-3.1%) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.). COMPACT IN MAXIMUM 12" LIFTS. VALLEY GUTTER TYPICAL SECTION 5 N.T.S. GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (8" DEEP) COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) 1-1/2" ASPHALTIC CONCRETE TYPE S-I & 1" ASPHALTIC CONCRETE TYPE S-III WEARING SURFACE (PROVIDE BITUMINOUS TACK COAT BETWEEN LAYERS & PRIME COAT ON TOP OF BASE) STABILIZE EXISTING SUBGRADE (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.). COMPACT IN MAXIMUM 12" LIFTS. VARIES (1.0% - 1.1%) CONCRETE RETAINING WALL 3FT. TALL ADA COMPLIANT ALUMINUM SAFETY RAILING. (SUBMIT SHOP DRAWINGS FOR APPROVAL) MATCH EXISTING PAVEMENT ELEVATION EXISTING BASE COMPACTED TO 98% MODIFIED PROCTOR (MIN. CBR 100) EXISTING SUBBASE GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (8" DEEP) COMPACT TO 98% MODIFIED PROCTOR CBR 100) TYPE D CURB SIDEWALK 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 10.06.2023 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC NISKY 35 SOUTHSIDE QUARTER SUBBASE, CROWN BAY ST. THOMAS, USVI P.O. BOX 8269 Christiansted, USVI 00823 C006 TYPICAL SECTIONS 1:12 RAMP C007 PAVING, GRADING AND DRAINAGE DETAILS PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 10.06.2023 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC NISKY 35 SOUTHSIDE QUARTER SUBBASE, CROWN BAY ST. THOMAS, USVI P.O. BOX 8269 Christiansted, USVI 00823 C008 PAVING, GRADING AND DRAINAGE DETAILS PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 10.06.2023 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC NISKY 35 SOUTHSIDE QUARTER SUBBASE, CROWN BAY ST. THOMAS, USVI P.O. BOX 8269 Christiansted, USVI 00823 13 16" 1'-316" 2'-0" 71 2" 3 4" R 3 4" R NOT TO SCALE RAILING DETAIL C009 PAVING, GRADING AND DRAINAGE DETAILS PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 10.06.2023 DC DC NO. DATE REMARKS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 DC NISKY 35 SOUTHSIDE QUARTER SUBBASE, CROWN BAY ST. THOMAS, USVI P.O. BOX 8269 Christiansted, USVI 00823 AMERICAN CONCRETE INSTITUTE ADDITIVE ADDITIONAL ABOVE FINISHED FLOOR AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN IRON AND STEEL INSTITUTE ALTERNATE/ALTERNATIVE ALUMINUM ANCHOR ARCHITECTURE/ARCHITECTURAL ALLOWABLE STRESS DESIGN AMERICAN SOCIETY OF TESTING MATERIALS AMERICAN WELDING SOCIETY BOTTOM OF BOTTOM CHORD EXTENSION BUILDING BLOCK BEAM BOTTOM BASE PLATE/BEARING PLATE BEARING BETWEEN CHANNEL CONCRETE BEAM CONCRETE COLUMN CUBIC FEET (FOOT) COLD FORMED STEEL COLD FORMED METAL FRAMING CAST IN PLACE CONTRACTION JOINT OR CONTROL JOINT CENTERLINE CLEAR/CLEARANCE CONCRETE MASONRY UNIT COMPANY COLUMN CONCRETE CONTINUOUS CONNECTION CONSTRUCTION COORDINATE CONSTRUCTION JOINT CENTER CENTERED CUBIC YARD DEPARTMENT DIAMETER DIAGONAL DIMENSION DISTANCE DEAD LOAD DOWN DETAIL DRAWING EACH EACH END EACH FACE EMERGENCY HURRICANE PROTECTION AREA EXPANSION JOINT ELECTRIC/ELECTRICAL ELEVATION ENGINEER EDGE OF DECK ENGINEER OF RECORD EDGE OF SLAB EQUALLY SPACED EACH SIDE EACH WAY EXISTING EXISTING EXPANSION EXTERIOR FOUNDATION FLOOR DRAIN FINISHED FLOOR FINISHED FLOOR ELEVATION FINISH FINISH GRADE FLOOR FOUNDATION FAR SIDE FEET/FOOT FOOTING FIELD VERIFY GAGE/GAUGE GALVANIZED GRADE BEAM GENERAL CONTRACTOR GENERAL GRID LINE GALVANIZED STEEL HEADED STUD ANCHOR HEIGHT HIGH HOLLOW STRUCTURAL SECTION HORIZONTAL HOT DIPPED HOT DIPPED GALVANIZED ID I.F. IN INT JST JT K KLF KSI KWY L LB Ld LGTH LL LLH LLV LONG LRFD LSH LSL LSV LT WT LVL LW LWIC MATL MAX MB MC MECH MEP MET MFR MID MIN MISC MO MPH NGVD NIC NO NS NTS OC OD O.F. OPNG OPP OSB P/C P/T PAR PCB PCC PCF PCI PEMB PEN PERP PJ PL PLF PLMG PLY PRE-ENG PREFAB PSF PSI PSL PT PTI RD REF REINF REQD REV RFI RND RO RTU SB SCHED SF SIM SPC SPECS SQ SS STD STIFF STL STRUCT SW SYM T/ TB TC T&B TCX TDS TE THK STRUCTURAL ABBREVIATIONS ACI ADD ADDL AFF AISC AISI ALT ALUM ANCH ARCH ASD ASTM AWS B/ BCX BLDG BLK BM BOT BP BRG BTWN C CB CC CF CFS CFMF CIP CJ CL CLR CMU CO COL CONC CONT CONN CONST COORD CSJ CTR CTRD CY DEPT DIA DIAG DIM DIST DL DN DTL DWG EA EE EF EHPA EJ ELEC ELEV ENGR EOD EOR EOS EQ SP ES EW EX EXIST EXP EXT F FD FF FFE FIN FIN GR FL FND FS FT FTG FV GA GALV GB GC GEN GL GS HSA HT H HSS HORIZ HD HDG INSIDE DIAMETER INSIDE FACE INCH INTERIOR JOIST JOINT KIP (1000 LB) KIPS PER LINEAL FOOT KIPS PER SQUARE INCH KEYWAY LONG POUND DEVELOPMENT LENGTH LENGTH LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LONGITUDINAL LOAD AND RESISTANCE FACTOR DESIGN LONG SIDE HORIZONTAL LAMINATED STRAND LUMBER LONG SIDE VERTICAL LIGHT WEIGHT LAMINATED VENEER LUMBER LONG WAY LIGHT WEIGHT INSULATED CONCRETE MATERIAL MAXIMUM MASONRY BEAM MASONRY COLUMN MECHANICAL MECHANICAL, ELECTRICAL, PLUMBING METAL MANUFACTURE/MANUFACTURER MIDDLE MINIMUM MISCELLANEOUS MASONRY OPENING MILES PER HOUR NATIONAL GEODETIC VERTICAL DATUM NOT IN CONTRACT NUMBER NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPENING OPPOSITE ORIENTED STRAND BOARD PRECAST CONCRETE/PILE CAP POST TENSIONED PARALLEL PRECAST CONCRETE BEAM PRECAST CONCRETE COLUMN POUNDS PER CUBIC FEET PRECAST/PRESTRESSED CONCRETE INSTITUTE PRE-ENGINEERED METAL BUILDING PENETRATION PERPENDICULAR PANEL JOINT CENTERLINE PLATE POUNDS PER LINEAR FOOT PLUMBING PLYWOOD PRE-ENGINEERED PREFABRICATED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PARALLEL STRAND LUMBER PRESSURE TREATED POST-TENSIONING INSTITUTE ROOF DRAIN REFERENCE REINFORCING REQUIRED REVISION REQUEST FOR INFORMATION ROUND ROUGH OPENING ROOF TOP UNIT SOFFIT BEAM SCHEDULE SQUARE FEET or STRIP FOUNDATION SIMILAR SPACE/SPACES SPECIFICATIONS SQUARE STAINLESS STEEL STANDARD STIFFENER STEEL STRUCTURAL SHORT WAY SYMMETRICAL TOP OF TIE BEAM TIE COLUMN TOP AND BOTTOM TOP CHORD EXTENSION TURN DOWN SLAB THICKENED EDGE THICKNESS TEMP TENS THD THK TOL TRANS T.S. TWF TYP UNO VERT VIF VOL W W/ W/O WD WF WP WS WT WWF @ # +/- ℄ & Sx Ix TEMPERATURE TENSION THREAD/THREADED THICK TOLERANCE TRANSVERSE THICKENED SLAB THICKENED WALL FOUNDATION TYPICAL UNLESS NOTED OTHERWISE VERTICAL VERIFY IN FIELD VOLUME WIDTH WITH WITHOUT WOOD WALL FOOTING WATERPROOF or WORKING POINT WELDED STUD WEIGHT/STRUCTURAL TEE SECTION WELDED WIRE FABRIC AT DESIGNATION POUNDS / REBAR SIZE NUMBER PLUS OR MINUS CENTER LINE AND SECTION MODULUS MOMENT OF INERTIA 4 12 X X X METAL DECK CONCRETE SLAB ON METAL DECK STEPPED FOUNDATION STRUCTURAL SYMBOLS AND LEGEND MOMENT CONNECTION NORTH ARROW SPAN DIRECTION SECTION / DETAIL MARK ELEVATION MARK RECESS OR STEP IN SLAB PLAN / DETAIL MARK PLAN KEY NOTE COLUMN GRID LINE COLUMN AND FOUNDATION TYPE MARKS SLOPED SURFACE PITCHED ROOF TILT-UP/PRECAST CONCRETE WALL WALL TYPES S.F. 2'-0" STEP HEIGHT STEP FOUNDATION DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER RUN RISE NOTE: SYMBOLS AND LEGEND SHOWN ARE GENERIC AND DO NOT NECESSARILY INDICATE ACTUAL OCCURRENCES IN THESE DRAWINGS. CIP CONCRETE WALL XX SPOT ELEVATION, TYPICALLY TOP OF ITEM TAGGED (T/WALL, T/FOUNDATION, ETC) . X'-X" P-X PANEL TYPE, SEE SCHEDULE 12M WALL TYPE DESIGNATION TAG CAST-IN-PLACE CONCRETE SLAB 150 INCREASED FLOOR LOAD AREA IN PSF F6.0 CC-1 LOAD BEARING MASONRY WALL NON-LOAD BEARING MASONRY WALL X SLOPE 1 A101 SIM STUD WALL EARTH F6.0 CC-1 BEAM FORCES DESIGN MOMENTS AT MOMENT CONNCTIONS AXIAL FORCE (+) COMPRESSION (-) TENSION BEAM REACTION M=XX R=XXK A = XXK x M=XX R=XXK DETAIL NUMBER SHEET NUMBER 1 A101 SIM SIDEPLATE CONNECTION CONCRETE REINF. (REBAR) ORIENTATION . . AXX MX 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S0.1 ABBREVIATIONS SYMBOLS AND SHEET INDEX 21-003.C JRM STRUCTURAL SHEET INDEX SHEET # SHEET TITLE S0.1 ABBREVIATIONS SYMBOLS AND SHEET INDEX S0.2 STRUCTURAL GENERAL NOTES S0.3 STRUCTURAL GENERAL NOTES CONTINUED S0.4 STRUCTURAL GENERAL NOTES CONTINUED S0.5 COMPONENT WIND CRITERIA S0.6 SCHEDULES S1.1 FOUNDATION DEMO PLAN S2.1 FOUNDATION - SLAB PLAN S2.2 LEVEL 2 - FRAMING PLAN S2.3 ROOF FRAMING PLAN S2.4 HIGH ROOF FRAMING PLAN S3.1 BUILDING SECTIONS S3.2 BUILDING SECTIONS S3.3 BUILDING SECTIONS S4.1 FOUNDATION DETAILS AND SECTIONS S4.2 FOUNDATION DETAILS AND SECTIONS S4.3 FOUNDATION DETAILS AND SECTIONS S4.4 FOUNDATION DETAILS AND SECTIONS S4.5 MASONRY DETAILS AND SECTIONS S4.6 CONCRETE DETAILS AND SECTIONS S5.1 FLOOR FRAMING DETAILS AND SECTIONS S5.2 FLOOR FRAMING DETAILS AND SECTIONS S6.1 ROOF FRAMING DETAILS AND SECTIONS S7.1 SIDEPLATE GENERAL NOTES (1 OF 2) S7.2 SIDEPLATE GENERAL NOTES (2 OF 2) S7.3 SIDEPLATE COLUMN DETAILS, A TYPE S7.4 SIDEPLATE COLUMN DETAILS, B TYPE S7.5 SIDEPLATE COLUMN DETAILS, A TYPE NARROW S7.6 SIDEPLATE BEAM DETAILS S7.7 SIDEPLATE BEAM DETAILS, NARROW S7.8 SIDEPLATE FIELD ERECTION DETAILS (1 OF 2) S7.9 SIDEPLATE FIELD ERECTION DETAILS (2 OF 2) S7.10 SIDEPLATE MISCELLANEOUS DETAILS S7.11 SIDEPLATE COORDINATION ITEMS (1 OF 2) S7.12 SIDEPLATE COORDINATION ITEMS (2 OF 2) S7.13 SIDEPLATE CONSTRUCTION GUIDELINES (1 OF 3) S7.14 SIDEPLATE CONSTRUCTION GUIDELINES (2 OF 3) S7.15 SIDEPLATE CONSTRUCTION GUIDELINES (3 OF 3) NO. DATE REMARKS 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S0.2 STRUCTURAL GENERAL NOTES 21-003.C JRM 1000 GENERAL NOTES: 1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR OPENINGS, DEPRESSIONS, EQUIPMENT WEIGHTS AND LOCATIONS, EMBEDDED ITEMS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. 2. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. 3. NO STRUCTURAL MEMBER OR COMPONENT SHALL BE CUT, NOTCHED, OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COSTS INCURRED BY THE ENGINEER OF RECORD FOR REVIEW OF ANY SUCH DEVIATIONS. 4. DO NOT SCALE DRAWINGS. 5. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. 6. DETAILS ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE DRAWINGS CAN BE DETERMINED BY THE TITLE OF DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT THEY ARE REFERENCED AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF TYPICAL DETAILS SHALL BE DETERMINED BY THE ENGINEER OF RECORD. 7. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL AND STRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS TO THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS. 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE AND SAFETY. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. THE STRUCTURAL ENGINEER'S OBLIGATIONS TO REVIEW SHOP DRAWINGS AND OTHER SUBMITTALS AND TO RETURN THEM IN A TIMELY MANNER ARE CONDITIONED UPON THE PRIOR REVIEW AND APPROVAL OF THE SHOP DRAWINGS OR SUBMITTALS BY THE CONTRACTOR AS REQUIRED IN THE CONSTRUCTION CONTRACT AND THE CONTRACTOR'S SUBMITTAL OF THE SHOP DRAWINGS AND OTHER SUBMITTALS IN ACCORDANCE WITH A WRITTEN SCHEDULE DISTRIBUTED IN ADVANCE TO THE ENGINEER IDENTIFYING THE DATES FOR THE SUBMITTAL OF THE VARIOUS SHOP DRAWINGS AND SUBMITTALS. 10. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF TLC ENGINEERING SOLUTIONS IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN GENERAL ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHALL NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK. 11. ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXCEED LIFE SPAN AND TO ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED PROGRAM OF MAINTENANCE SHALL BE ESTABLISHED BY THE OWNER. THIS PROGRAM SHALL INCLUDE ITEMS SUCH AS, BUT NOT LIMITED TO, PAINTING OF STRUCTURAL STEEL, PROTECTIVE COATINGS FOR CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS AND CRACKS IN CONCRETE, AND PRESSURE WASHING OF EXPOSED STRUCTURAL ELEMENTS EXPOSED TO SALT ENVIRONMENT OR OTHER HARSH CHEMICALS. 12. STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL SYSTEMS, COLD-FORMED STEEL FRAMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHALL BE DESIGNED, FURNISHED, AND INSTALLED AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS. 13. IN THE PROFESSIONAL OPINION OF TLC ENGINEERING SOLUTIONS, INC. THE STRUCTURAL CONTRACT DOCUMENTS FOR THIS PROJECT HAVE BEEN PREPARED IN ACCORDANCE WITH THE DESIGN CRITERIA AS SET FORTH IN THE 2021 INTERNATIONAL BUILDING CODE (IBC). 14. NO PROVISIONS HAVE BEEN MADE FOR VERTICAL OR HORIZONTAL EXPANSION EXCEPT AS SHOWN ON CONTRACT DOCUMENTS. 15. FINISH FLOOR ELEVATION (FIRST FLOOR) OF 0'-0" (100'-0") IS USED AS A REFERENCE ELEVATION. ACTUAL FLOOR ELEVATION IS + 220.30'. SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION. 16. THE USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS AND USE OF CAD/REVIT FILES BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS IS PROHIBITED UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM ENGINEER OF RECORD. 17. IN THE EVENT THAT THE STRUCTURAL CONTRACTS DRAWINGS AND SPECIFICATIONS CONFLICT ON INFORMATION, THE STRUCTURAL CONTRACT DRAWINGS SHALL SUPERSEDE THE SPECIFICATIONS. 1060 DESIGN LOADS: 1. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2021 INTERNATIONAL BUILDING CODE. 2. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: A. DEAD LOADS: ROOF STRUCTURE 10 PSF M/E/P LOADS 5 PSF CEILINGS 5 PSF COLLATERAL LOADS 10 PSF STEEL STUDS W/ GYP. BOARD PARTITIONS 10 PSF B. LIVE LOADS: ROOF 20 PSF FLOOR (OFFICE) 50 PSF FLOOR (MECH ROOM) 150 PSF BALCONIES (EXTERIOR) (1.5*OCCUPANCY SERVED*) STAIRS AND EXITS 100 PSF GUARDRAILS/HANDRAILS 50 PLF (UNIFORM) 200 LBS (CONCENTRATED) C. WIND LOADS: PER ASCE 7-16. SEE SHEET S0.5 FOR COMPONENTS AND CLADDING PRESSURES ULTIMATE DESIGN WIND SPEED, Vult 217 MPH (3 SEC. GUST) NOMINAL DESIGN WIND SPEED, Vasd 168 MPH (3 SEC. GUST) RISK CATEGORY II EXPOSURE D D. SEISMIC LOADS: PER ASCE 7-16. RISK CATEGORY II SEISMIC IMPORTANCE FACTOR, Ie 1.0 SPECTRAL RESPONSE ACCELERATION, SHORT DURATION, Ss 1.222 SPECTRAL RESPONSE ACCELERATION, 1.0 SECOND DURATION, S1 0.428 DESIGN SPECTRAL RESPONSE ACCELERATION, SHORT DURATION, Sds 0.978 DESIGN SPECTRAL RESPONSE ACCELERATION, 1.0 SECOND DURATION, Sd1 0.428 SITE CLASS C SEISMIC DESIGN CATEGORY, SDC D BASIC SEISMIC FORCE-RESISTING SYSTEM(S) SPECIAL STRUCTURAL STEEL MOMENT FRAMES (SIDEPLATE) DESIGN BASE SHEAR(S) 0.144W KIPS SEISMIC RESPONSE COEFFICIENT(S), SC 0.114 RESPONSE MODIFICATION COEFFICIENT(S), R 8 ANALYSIS PROCEDURE USED ELF 1330 SHOP DRAWING REVIEW: 1. SHOP DRAWINGS SHALL ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND CONNECTIONS SHOWN ON THE CONTRACT DOCUMENTS. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. REVIEW OF SUBMITTALS AND SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THE SHOP DRAWINGS. 2. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND MARKED "APPROVED" PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. NON-CONFORMING DRAWING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 3. SHOP DRAWING SUBMITTALS SHALL BE SUBMITTED ELECTRONICALLY. 4. THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER OF RECORD. 5. CHANGES AND ADDITIONS MADE ON RE-SUBMITTALS SHALL BE CLEARLY FLAGGED AND NOTED. THE PURPOSE OF THE RE-SUBMITTALS SHALL BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER OF RECORD REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE-SUBMITTAL. CONTRACTOR IS RESPONSIBLE FOR COSTS CAUSED BY MULTIPLE RE-SUBMITTALS (MORE THAN ONE) AT ARCHITECT/ENGINEERS' CURRENT HOURLY RATES. 1331 SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS: 1. THE FOLLOWING SYSTEMS AND COMPONENTS AS A MINIMUM REQUIRE FABRICATION AND ERECTION DRAWINGS PREPARED BY A DELEGATED ENGINEER: A. COLD FORMED STEEL EXTERIOR OR LOAD BEARING WALL SYSTEMS B. CURTAIN WALL SYSTEMS C. PREFABRICATED STEEL STAIRS & RAILINGS D. METAL ROOF DECK ASSEMBLIES E. TEMPORARY WALL BRACING F. FORMWORK AND TEMPORARY SHORING 2. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND DRAWINGS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. SHOP DRAWINGS AND CALCULATIONS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED. 3. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION AND CONTROL OF THE DELEGATED ENGINEER. 4. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE TERRITORY OF THE U.S. VIRGIN ISLANDS (IN WHICH THE PROJECT RESIDES). COMPUTER PRINTOUTS ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE INFORMATION TO PERMIT THEIR PROPER EVALUATION. SUCH DESCRIPTIVE INFORMATION SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE TERRITORY OF THE U.S. VIRGIN ISLANDS (IN WHICH THE PROJECT RESIDES) AS AN INDICATION THAT HE/SHE HAS ACCEPTED RESPONSIBILITY FOR THE RESULTS. THE STRUCTURAL ENGINEER WILL RETAIN ONE SIGNED AND SEALED SET FOR THEIR RECORDS. 5. DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR FABRICATION AND INSTALLATION (SUCH AS REINFORCING STEEL SHOP DRAWINGS OR STRUCTURAL STEEL ERECTION DRAWINGS) AND REQUIRING NO ENGINEERING, DO NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. 6. CATALOG INFORMATION ON STANDARD PRODUCTS DOES NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. 7. REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS LIMITED TO VERIFYING THE FOLLOWING: A. THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN FURNISHED. B. THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED AND SEALED BY THE DELEGATED ENGINEER. C. THAT THE DELEGATED ENGINEER HAS UNDERSTOOD THE DESIGN INTENT AND HAS USED THE SPECIFIED STRUCTURAL CRITERIA. NO DETAILED CHECK OF CALCULATIONS WILL BE MADE. D. THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTALS IS CONSISTENT WITH THE CONTRACT DOCUMENTS. NO DETAILED CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE. 8. SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL NOT BE REVIEWED AND WILL BE RETURNED. 1333 SUBMITTALS: 1. ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL. 2. THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW SHOP DRAWINGS FOR THE FOLLOWING ITEMS: • ITEMS MARKED (D) SHALL HAVE SHOP DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE TERRITORY OF THE US VIRGIN ISLANDS. • ITEMS MARKED (#) SHALL BE SUBMITTED FOR ENGINEER'S RECORD ONLY. A. STRUCTURAL STEEL (D) B. SIDEPLATE C. REINFORCING STEEL D. STEEL STAIRS (D) E. METAL ROOF OR FORM DECK F. COMPOSITE METAL DECK G. COLD-FORMED STEEL FRAMING (D) H. FORMWORK, SHORING, RESHORING (D,#) I. CONCRETE MIX DESIGNS J. CONSTRUCTION JOINT LOCATIONS IN STRUCTURAL FLOORS K. ELEVATORS (#) L. CURTAIN WALL SYSTEMS (D) M. TEMPORARY WALL BRACING (D) N. MECHANICAL ANCHORS (#) O. CHEMICAL (ADHESIVE) ANCHORS (#) P. FORMWORK AND TEMPORARY SHORING (D) Q. METAL ROOF DECK ASSEMBLIES (D) R. POST-INSTALLED ADHESIVE ANCHORS (#) S. POST-INSTALLED MECHANICAL ANCHORS (#) 3. MANUFACTURER'S LITERATURE. SUBMIT TWO COPIES OF MANUFACTURER'S LITERATURE FOR ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION ON THE PROJECT. 1334 REQUEST FOR INTERPRETATION: 1. RFI SHALL ORIGINATE WITH CONTRACTOR AND SHALL BE SUBMITTED IN THE FORM SPECIFIED WITHIN CONTRACT DOCUMENTS. RFI SHALL BE SUBMITTED IN A PROMPT MANNER AS TO AVOID DELAYS IN CONTRACTORS WORK. 2. RFI SHALL BE SUBMITTED AS SPECIFIED WITHIN THE CONTRACT DOCUMENTS AND SHALL BE FORWARDED TO THE ENGINEER VIA THE ARCHITECT OR DIRECTLY TO THE ENGINEER BY THE CONTRACTOR WHEN APPROVED BY THE ARCHITECT. 3. ENGINEER SHALL TAKE UP TO 5 BUSINESS DAYS TO REVIEW AND RETURN RFI'S. HOWEVER, THE ENGINEER WILL ATTEMPT TO EXPEDITE THE REVIEW OF ALL RFI'S WITHIN A REASONABLE TIME FRAME. 4. RFI RESPONSES ARE NOT INTENDED TO AUTHORIZE ANY INCREASE IN CONSTRUCTION COST, SCHEDULE OR TIME EXTENSIONS, OR CONSTRUCTION IN CONFLICT WITH ANY APPLICABLE CODES OR SPECIFIED DESIGN STANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE DESIGN TEAM IMMEDIATELY OF ANY PERCEIVED SCOPE, SCHEDULE, OR COST IMPACTS OR ADJUSTMENTS. IF CONTRACTOR REQUESTS ANY ADDITIONAL COST, INCREASE IN SCHEDULE OR ADJUSTMENT IN SCOPE, THE CONTRACTOR SHALL NOT PROCEED WITH ADDITIONAL WORK UNTIL APPROVED IN WRITING BY THE CONSTRUCTION ADMINISTRATOR. 2210 DEMOLITION NOTES: 1. THE CONTRACTOR IS REQUIRED TO PROVIDE ALL TEMPORARY SCAFFOLDING, PLATFORMS, BARRICADES, RAILINGS, SCREENING, ETC. NECESSARY TO PROTECT EXISTING FACILITIES, STRUCTURES AND THE PUBLIC DURING DEMOLITION AND ERECTION OF THE NEW CONSTRUCTION, AS WELL AS FOR JOB SAFETY. JOB SAFETY, CONSTRUCTION AND DEMOLITION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONS TO MINIMIZE VIBRATION, NOISE, DUST AND DEBRIS IN ALL AREAS ADJACENT TO AREAS OF DEMOLITION. 2. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE OWNER FOR THE TEMPORARY SUSPENSION OF USE OF ANY FACILITY OR PORTION THEREOF, AND THE ASSOCIATED BARRICADING REQUIREMENTS WITHIN A MINIMUM OF 7 DAYS PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR IS REQUIRED TO PERFORM HIS WORK IN A MANNER, WHICH WILL NOT CONFLICT WITH ANY OPERATION, WHICH IS TO REMAIN FUNCTIONAL DURING THE COURSE OF THE PROJECT, UNTIL SUCH OPERATION IS SCHEDULED TO BE SHUT DOWN. 4. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH OWNER FOR THE TEMPORARY SUSPENSION OF USE OF ANY UTILITY SYSTEM, A MINIMUM OF 3 DAYS PRIOR TO COMMENCING WORK. 5. AT ALL LOCATIONS WHERE NEW CONSTRUCTION WILL INTERFACE WITH EXISTING ELEMENTS, CUT THROUGH EXISTING STRUCTURE IN STRAIGHT AND TRUE LINES TO ENSURE A NEAT INTERFACE. 6. AT ALL LOCATIONS WHERE THE DEMOLITION OF A CONCRETE MEMBER LEAVES THE ENDS OF REINFORCING STEEL EXPOSED, PROVIDE THE FOLLOWING: A. A. CHIP CONCRETE FROM AROUND THE STEEL TO A DEPTH OF 1". B. B. CUT OFF REINFORCING STEEL NOT LESS THAN 3/4" BELOW THE CONCRETE SURFACE. C. FILL THE CAVITY FLUSH WITH A HIGH MODULUS GEL EPOXY. SEE SPECIFICATION FOR ACCEPTED MANUFACTURERS. 7. BEFORE DEMOLISHING ANY STRUCTURAL ELEMENT, INSTALL ALL REQUIRED TEMPORARY AND/OR PERMANENT BRACING AND SUPPORTS. 8. PROVIDE TEMPORARY CLOSURE OF ALL ROOF FASCIA, WALL AND OTHER OPENINGS TO PROTECT BUILDING FROM EXPOSURE TO UNDESIRABLE ELEMENTS UNTIL NEW CONSTRUCTION IS WEATHERPROOFED, AT WHICH TIME SUCH TEMPORARY CONSTRUCTION SHALL BE REMOVED. ALL TEMPORARY EXTERIOR WALLS THAT ARE SUBJECT TO WIND LOADS ARE TO BE DESIGNED BY A DELEGATED ENGINEER. 9. UPON COMPLETION OF NEW CONSTRUCTION UNDER EACH PHASE, ALL DEMOLISHED AREAS SHALL BE RESTORED TO ACCEPTABLE USAGE ACCORDING TO THE CONTRACT DOCUMENTS AS DETERMINED BY THE ARCHITECT/ENGINEER. 10. REMOVE COMPLETELY FROM THE SITE AND LEGALLY DISPOSE ALL DEBRIS GENERATED BY THE DEMOLITION WORK AS THE WORK PROGRESSES. STOCKPILING OF DEBRIS AND BURNING OF DEBRIS ON THE PREMISES IS STRICTLY PROHIBITED. 2220 EXISTING STRUCTURE: 1. INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM THE DRAWINGS THAT WERE PREPARED FOR: PREPARED BY: PAUL FERRERAS, PE, STRUCTURAL ENGINEER ENTITLED: VISUAL STRUCTURAL CONDITION SURVEY AND RECOMMENDATIONS, I.D.C. LIGHT MANUFACTURING COMPLEX, ST. THOMAS, USVI, ECONOMIC DEVELOPMENT AUTHORITY DATED: JUNE 10, 2021 2. WORK SHOWN ON THESE DRAWINGS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS. 3. WORK SHOWN ON THESE DRAWINGS IS INCIDENTAL TO THE STRUCTURAL SYSTEM OF THE BUILDING AND IS THEREFORE LIMITED TO SPECIFIC ITEMS SHOW HEREIN. THE RESPONSIBILITY FOR THE OVERALL STRUCTURAL SYSTEM REMAINS WITH THE ORIGINAL ENGINEER AND DESIGNERS OF RECORD. NO. DATE REMARKS 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S0.3 STRUCTURAL GENERAL NOTES CONTINUED 21-003.C JRM 3302 CONCRETE: 1. SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: CONCRETE STRUCTURE TYPE COMPRESSIVE SLUMP COARSE MAXIMUM STRENGTH AGGREGATE W/C RATIO FOUNDATIONS 3000 PSI 4-6" 1" 0.50 SLABS-ON-GRADE 3000 PSI 4-6" 3/4" 0.50 CONCRETE ON METAL DECK 3000 PSI 4-6" 3/4" 0.50 BEAMS AND COLUMNS 4000 PSI 4-6" 3/8" 0.48 BALCONIES 5000 PSI 4-6" 3/4" 0.40 2. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND SPECIFICATIONS. 3. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE. 4. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. 5. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. 6. SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1-CLASS D AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE. SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. 7. CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. 8. CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. 9. CONDUITS, PIPES AND SLEEVES SHALL BE PLACED AND SPACED IN ACCORDANCE WITH ACI 318, 6.3. 10. CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA AS PER CHAPTER 5 OF ACI 318. 11. ALL COLUMNS AND BEAMS INTEGRATED IN CMU WALLS ARE 8" AND 12" NOMINAL AND 7-5/8" AND 11-5/8" ACTUAL DIMENSIONS, RESPECTIVELY. 12. WATER/CEMENT RATIO FOR CONCRETE AT EXTERIOR BALCONIES SHALL NOT EXCEED 0.40 BY WEIGHT. 13. CONCRETE SLABS ON GRADE SHALL BE REINFORCED WITH SYNTHETIC FIBERS AT A MINIMUM RATE OF 1.5 LBS/CY, OR AS RECOMMENDED BY THE FIBER MANUFACTURER FOR CONTROL OF TEMPERATURE AND SHINKAGE/CRACKING, WHICHEVER IS GREATER. 14. WHEN TOTAL WIDTH OF PIPES OR DUCTS CAST INTO A SLAB EXCEED 12" IN A 24" WIDTH THEN THE CONTRACTOR SHALL ADD A LAYER OF #4 @ 12" ABOVE AND PERPENDICULAR TO THE DUCT/PIPE RUNS EXTENDING 12" BEYOND THE LAST DUCT/PIPE ON EACH SIDE. 15. WHEN ADHESIVES OR WATER VAPOR IMPERMEABLE FLOOR COVERINGS ARE BEING USED ON CONCRETE SURFACES, THE CONTRACTOR SHALL VERIFY THROUGH APPROPRIATE TESTING THAT THE WATER CONTENT OF THE CONCRETE, AND VAPOR TRANSMISSION RATE THROUGH THE CONCRETE, IS WITHIN THE ALLOWABLE RANGE BEFORE INSTALLATION. THE MANUFACTURER OF THE ADHESIVE OR FLOOR COVERING SHALL REVIEW AND APPROVE THE RESULTS OF THE TESTING PRIOR TO INSTALLATION OF PRODUCTS. 16. WHERE SPECIFIED CONCRETE STRENGTH OF COLUMN IS GREATER THAN THE SPECIFIED SLAB CONCRETE STRENGTH, HIGHER STRENGTH CONCRETE SHALL BE PUDDLED AT THE COLUMN. THE STRENGTH OF PUDDLED CONCRETE SHALL BE AT LEAST 0.72 TIMES THE STRENGTH OF COLUMN CONCRETE PER ACI 318, 10.15. 3310 REINFORCING STEEL: 1. SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. 2. PROVIDE CONCRETE COVER OVER PRIMARY REINFORCEMENT, TIES, AND STIRRUPS, AS FOLLOWS, UNLESS OTHERWISE NOTED: LOCATION AND CONDITION MINIMUM COVER A. CONCRETE CAST AGAINST AND ALL BARS 3" PERMANENTLY EXPOSED TO EARTH. B. CONCRETE EXPOSED TO EARTH OR WEATHER #6 OR GREATER 2" #5 OR SMALLER 1.5" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS, AND JOISTS #11 OR SMALLER 3/4" BEAMS AND COLUMNS ALL BARS 1.5" 3. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. 4. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF ALL TOP BARS. 5. WHERE REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORTS AND TOP BARS AT CENTER OF SPAN. ALL OTHER LAP SPLICES SHALL BE IN ACCORDANCE WITH SPLICE TABLES AND DETAILS SHOWN ON DRAWINGS. 6. PROVIDE DOWELS INTO FOOTINGS, PILE CAPS, SUPPORT BEAMS, ETC. TO MATCH VERTICAL BARS WITH CLASS B TENSION LAP SPLICES, U.N.O. 7. AT CHANGES IN DIRECTION OF CONCRETE WALLS AND TIE BEAMS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. 8. WHERE HOOKS ARE SHOWN ON THE PLANS OR DETAILS, HOOKS SHALL BE DETAILED TO EXTEND DEEP ENOUGH INTO SUPPORTING STRUCTURE TO DEVELOP THE FULL STRENGTH OF THE HOOKED BAR. PROVIDE ADDITIONAL TIES OR STIRRUPS IN SUPPORTING STRUCTURE AS REQUIRED TO SATISFY ACI 318 HOOK DEVELOPMENT, CONFINEMENT, AND ANCHORAGE CRITERIA. 9. AT CANTILEVER SLABS AND BEAMS, REINFORCING BARS IN DIRECTION OF CANTILEVER SHALL BE DETAILED TO FULLY DEVELOP THE BAR STRENGTH INTO THE SUPPORTING STRUCTURE, EITHER BY PROVIDING FULL CLASS B LAP SPLICE OR STANDARD ACI HOOKS EMBEDDED DEEP ENOUGH BEYOND SUPPORT TO DEVELOP STRENGTH OF BAR. 3601 CHEMICAL (ADHESIVE) ANCHORS: 1. SHALL BE A TWO PART EPOXY POLYMER INJECTION SYSTEM, SUCH AS HILTI HIT HY200, HILTI RE500 SD, DEWALT PURE 100+, DEWALT AC200+, OR SIMPSON SET ADHESIVE SYSTEM, OR ENGINEER APPROVED SUBSTITUTION. 2. EPOXY TYPES AND BRANDS VARY IN THEIR BOND STRENGTH AND SUITABILITY OF USE, DEPENDING ON TYPE OF LOADING, ANCHOR SPACING, ETC. WHEN A PARTICULAR TYPE OF EPOXY IS SPECIFIED IN THESE DRAWINGS, A UNIQUE CALCULATION HAS BEEN MADE BASED ON THE PROPERTIES OF THAT SPECIFIC TYPE OF EPOXY FOR THE SPECIFIC CONDITION SHOWN IN THE DETAIL. SUBSTITUTION OF EPOXY TYPE IS NOT ALLOWED WHERE DETAIL SPECIFIES ONLY ONE TYPE OF EPOXY, WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER OF RECORD. NOT ALL EPOXY BRANDS OR TYPES WILL BE ALLOWED AS SUBSTITUTES. ICC-ES REPORTS FOR PROPOSED ANCHOR SUBSTITUTIONS MUST BE SUBMITTED TO EOR FOR REVIEW. EOR MAY REQUIRE ENGINEERED CALCULATIONS FOR REVIEW AND APPROVAL. 3. SUBSTITUTION OF EPOXIES IN ONE CONDITION SHALL NOT BE CONSTRUED AS APPROVAL TO MAKE SIMILAR SUBSTITUTION OF EPOXIES IN OTHER DIFFERING CONDITIONS. EACH SUBSTITUTION MUST RECEIVE PRIOR WRITTEN APPROVAL BY THE ENGINEER OF RECORD. 4. INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING, AND EMBEDMENT SPECIFIED ON DRAWINGS. 5. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION TO SUPPORT SUSTAINED TENSION LOADS SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI/CRSI (ACI 318-14 D.9.2.2). PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. 6. THE MANUFACTURER'S REPRESENTATIVE SHALL TRAIN INSTALLERS FOR ALL PRODUCTS TO BE USED PRIOR TO COMMENCEMENT OF WORK. ONLY TRAINED INSTALLERS SHALL PERFORM POST INSTALLED ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE MADE AVAILABLE TO THE EOR AS REQUESTED. 7. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL HOLE CLEAN-OUT REQUIREMENTS ARE FULLY COMPLETED BY THE INSTALLERS PRIOR TO INJECTING EPOXY INTO THE HOLES IN ACCORDANCE WITH THE MANUFACTURER'S MPII. 8. NO LOAD SHALL BE APPLIED TO THE EPOXY ANCHORS UNTIL THE EPOXY HAS FULLY CURED AND HAS ACHIEVED IT'S SPECIFIED STRENGTH. CURE TIME SHALL BE PER MANUFACTURERS PUBLISHED VALUES FOR SPECIFIC PRODUCT BEING USED. 9. IF DETAIL SHOWS EPOXY ANCHORS IN SLOTTED HOLES, IT IS IMPERATIVE THAT ANY EXCESS EPOXY IS CLEANED UP FROM AROUND THE ANCHOR ROD, SO THAT IT DOES NOT INTERFERE WITH ADJUSTABILITY OF ANCHOR ROD IN SLOTTED HOLE. 10. ADHESIVE ANCHORS IN CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR CRACKED, UNCRACKED, AND SEISMIC CONCRETE RECOGNITION. 11. ADHESIVE ANCHORS IN MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED IN ACCORDANCE WITH ICC-ES AC70. 12. EXISTING REINFORCING IN CONCRETE AND/OR MASONRY CONSTRUCTION SHALL NOT BE CUT UNLESS APPROVED BY THE EOR. 13. ADHESIVE ANCHORS IN CONCRETE AND/OR MASONRY CONSTRUCTION SHALL NOT BE INSTALLED UNTIL CONCRETE AND/OR MASONRY HAS CURED FOR AT LEAST 21-DAYS. 14. PROVIDE SPECIAL INSPECTION FOR ALL ADHESIVE ANCHORS IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE AND THE CURRENT ICC-ES REPORT (IBC-2015 TABLE 1705.3 NOTE B). 15. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS SHALL BE CONTINUOUSLY INSPECTED DURING INSTALLATION BY AN INSPECTOR SPECIALLY APPROVED FOR THAT PURPOSE BY THE BUILDING OFFICIAL (ACI 318-14 17.8.2.4) 3602 MECHANICAL ANCHORS: 1. SHALL BE EITHER HEAVY DUTY CONCRETE SCREW ANCHOR (SUCH AS DEWALT SCREW- BOLT +, SIMPSON TITEN HD, OR HILTI HUS-H) OR WEDGE TYPE EXPANSION ANCHOR (SUCH AS DEWALT POWER-STUD+SD1, SIMPSON WEDGE-ALL, OR HILTI KWIK BOLT 3). 2. TYPE OF ANCHOR SHALL BE AS SPECIFIED ON THE DRAWINGS, WHILE BRAND AND MODEL OF ANCHOR MAY BE SELECTED FROM THE ABOVE LISTED ANCHORS. SUBSTITUTION ANCHORS MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO USE. ICC-ES REPORTS FOR PROPOSED ANCHOR SUBSTITUTES MUST BE SUBMITTED TO EOR FOR REVIEW. EOR MAY REQUEST ENGINEERED CALCULATIONS FOR REVIEW AND APPROVAL. 3. IN SOME CASES OF CRITICAL LOADING OR GEOMETRIC CONDITIONS, ONLY SPECIFIC ANCHORS WILL BE ALLOWED, AS NOTED ON THE DRAWINGS. IN THESE CASES, THE SPECIFIED BRAND AND MODEL OF ANCHOR MUST BE USED. 4. INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING, AND EMBEDMENT SPECIFIED ON DRAWINGS. 5. THE MANUFACTURER'S REPRESENTATIVE SHALL TRAIN INSTALLERS FOR ALL PRODUCTS TO BE USED PRIOR TO COMMENCEMENT OF WORK. ONLY TRAINED INSTALLERS SHALL PERFORM POST INSTALLED ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE KEPT ON SITE AND MADE AVAILABLE TO THE EOR AS REQUESTED. 6. MINIMUM EMBEDMENT DEPTH OF 1/4" TAPCONS OR POWERS TAPPER + INSTALLED IN CONCRETE SHALL BE 1.25" AND INSTALLED INTO MASONRY SHALL BE 1.5". SELECT ANCHOR LENGTH AS REQUIRED TO ACHIEVE THE SPECIFIED MINIMUM EMBEDMENT DEPTH. 7. TAPCON SCREWS, OR DEWALT TAPPER +, MAY BE REPLACED W/ 0.157" SHANK DIAMETER PAF ANCHORS (HILTI X-U, POWERS CSI, OR APPROVED EQUAL) ON A 1:1 SUBSTITUTION BASIS. MINIMUM EMBEDMENT DEPTH SHALL BE 1.25" WHEN INSTALLED INTO CONCRETE OR GROUTED MASONRY. FOLLOW MANUFACTURER'S INSTALLATION RECOMMENDATIONS, MINIMUM EDGE DISTANCES, AND PLACEMENT LIMITATIONS (RELATIVE TO MORTAR JOINTS IN MASONRY). 8. MECHANICAL ANCHORS IN CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC 193 FOR CRACKED, UNCRACKED AND SEISMIC CONCRETE RECOGNITION. 9. MECHANICAL ANCHORS IN MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC01 OR AC106. 10. POWER ACTUATED FASTENERS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC0ES AC70. 11. EXISTING REINFORCING BARS IN CONCRETE AND/OR MASONRY CONSTRUCTION SHALL NOT BE CUT UNLESS APPROVED BY THE EOR. 12. ANCHORS SHALL NOT BE INSTALLED IN CONCRETE AND/OR MASONRY CONSTRUCTION UNTIL THE CONCRETE AND/OR MASONRY HAS CURED FOR AT LEAST 21-DAYS. 13. PROVIDE SPECIAL INSPECTION FOR ALL MECHANICAL POST INSTALLED ANCHORS IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE AND THE CURRENT ICC-ES REPORT (IBC2015 TABLE 1705.3 NOTE B). NO. DATE REMARKS 2310 FOUNDATIONS: 1. SEE THE FOLLOWING GEOTECHNICAL REPORT FOR COMPLETE GEOTECHNICAL RECOMMENDATIONS AND INSTALLATION PROCEDURES. SITE PREPARATION AND FOUNDATION INSTALLATION SHALL COMPLY WITH: REPORT No. VTE24-01.1148 PREPARED BY: VITEST ENGINEERS, LLC TITLED: GEOTECHNICAL INVESTIGATION REPORT - ECONOMIC DEVELOPMENT AUTHORITY, PHASE II - ESTATE NISKY, ST THOMAS, USVI DATED: NOVEMBER 12, 2024 2. FOLLOW THE RECOMMENDATIONS LISTED IN THE GEOTECHNICAL REPORT FOR SITE PREPARATION WORK. AT A MINIMUM, SITE PREPARATION WORK SHALL INCLUDE: A. STRIPPING AND GRUBBING OF THE BUILDING FOOTPRINT PLUS A MARGIN OF 5 FEET AROUND THE BUILDING, REMOVING ALL ORGANIC MATERIALS THE DEPTH OF GRUBBING AND STRIPPING SHOULD BE DETERMINED IN THE FIELD BASED ON VISUAL OBSERVATIONS AND PROPER JUDGEMENT. B. PROOF ROLLING THE BUILDING SITE TO LOCATE ANY UNFORESEEN SOFT AREAS. ANY SOFT AREAS SHALL BE EXCAVATED AND REPLACED WITH CLEAN FILL. A DENSITY OF AT LEAST 95% FOR A DEPTH OF 2 FEET IS REQUIRED UNDER THE BUILDING FOOTPRINT. C. ALL FILL SHALL BE CLEAN SAND AND FREE OF ORGANIC MATERIALS. COMPACT FILL IN 12 INCH (UNCOMPACTED THICKNESS) LIFTS TO A MINIMUM OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY VALUE. D. EXCAVATIONS FOR FOUNDATIONS SHALL BE COMPACTED TO 95% FOR A DEPTH OF AT LEAST 2 FEET BELOW THE BOTTOM OF THE FOUNDATION AND SLABS. E. DEWATERING MAY BE REQUIRED TO ACHIEVE THE REQUIRED COMPACTION VALUES, AND IF USED, SHOULD DRAW DOWN THE WATER LEVEL TO AT LEAST 2 FEET BELOW THE BOTTOM OF THE EXCAVATION. 3. SLABS ON GRADE SHALL BE PLACED OVER A 15 MIL, CLASS "A" VAPOR RETARDER. VAPOR RETARDER SHALL BE LAPPED A MINIMUM OF 6", OR AS RECOMMENDED BY THE MANUFACTURER (WHICHEVER IS GREATER) AND TAPED AT ALL JOINTS. ALL PUNCTURES IN THE VAPOR RETARDER SHALL BE REPAIRED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. ALL PENETRATIONS THROUGH THE VAPOR RETARDER (COLUMNS, PLUMBING, CONDUITS, ETC) SHALL BE SEALED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. VAPOR RETARDER SHALL BE CONTINUOUS UNDER WALL FOUNDATIONS OR SEALED TO EXTERIOR WALLS PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 4. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE BEARING PRESSURE OF 3,500 PSF. 5. CANTILEVERED RETAINING WALL AND RESTRAINED FOUNDATION WALL DESIGN IS BASED ON THE FOLLOWING SOIL PROPERTIES: ACTIVE SOIL PRESSURE COEFFICIENT (Ka) .038 AT-REST SOIL PRESSURE COEFFICIENT (Ko) .058 PASSIVE SOIL PRESSURE COEFFICIENT (Kp) 3.25 SATURATED SOIL UNIT WEIGHT 125 PCF COEFFICIENT OF FRICTION 0.40 3400 CONCRETE TESTING: 1. AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE FOLLOWING TESTS ON CAST IN PLACE CONCRETE: A. A. ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE." B. B. ASTM C39 - "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." A SEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED PER DAY. REQUIRED LAB CURED CYLINDER QUANTITIES AND TEST AGE AS FOLLOWS: (2) AT 7 DAYS (3) AT 28 DAYS ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE ENGINEER, IF REQUIRED. IF 28-DAY STRENGTH IS ACHIEVED, THE ADDITIONAL CYLINDER(S) MAY BE DISCARDED. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S0.4 STRUCTURAL GENERAL NOTES CONTINUED 21-003.C JRM 4810 MASONRY WALLS: 1. ALL MASONRY CONSTRUCTION SHALL CONFORM TO TMS 402 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND TMS 602 "SPECIFICATION FOR MASONRY STRUCTURES", LATEST EDITION. 2. MASONRY UNITS SHALL MEET ASTM C-90 FOR HOLLOW LOAD BEARING TYPE MASONRY WITH UNIT STRENGTH OF 2000 PSI ON THE NET AREA (f'm = 2000 PSI). MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C-270. 3. GROUT SHALL BE 3000 PSI MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C-476 AND HAVE A SLUMP BETWEEN 8" AND 11" WITH WATER CM RATIO OF 0.55 MAXIMUM AND WITH 3/8" MAXIMUM AGGREGATE. 4. BLOCK CELLS SHALL BE GROUT FILLED WITH VERTICAL REINFORCING BARS AT CORNERS, INTERSECTIONS, EACH SIDE OF OPENINGS AND AS SHOWN ON THE DRAWINGS. 5. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE ABOVE AND/OR BELOW, UNLESS NOTED OTHERWISE. 6. USE METAL LATH, MORTAR OR SPECIAL UNITS TO CONFINE CONCRETE AND GROUT TO AREA AS REQUIRED. 7. MASONRY SHALL BE LAID IN RUNNING BOND PATTERN UNLESS NOTED OTHERWISE. AT FILLED CELLS LAY UNITS WITH FULL BED JOINTS AROUND CELLS. 8. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WALL OR ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. LADDER TYPE IS RECOMMENDED WITH REINFORCED FILLED CELLS. PROVIDE PREFABRICATED "TEE" OR CORNER SECTIONS AT WALL INTERSECTIONS. 9. CONTROL JOINTS SHALL BE CONSTRUCTED IN CONCRETE MASONRY CONSTRUCTION AT A MAXIMUM HORIZONTAL SPACING BETWEEN JOINTS OF 25'-0" AND NOT MORE THAN 12'-6" FROM CORNERS. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. CONSTRUCT INTERIOR CONTROL JOINTS AT A MAXIMUM HORIZONTAL SPACING OF 32'-0" OR 16'-0" FROM CORNERS. NO JOINTS SHALL BE LOCATED WITHIN 2'-0" OF STEEL BEAM BEARINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS. 10. SUBMIT PROPOSED GROUT MIX DESIGNS FOR REVIEW PRIOR TO USE. MIX NUMBER OR OTHER POSITIVE IDENTIFICATION SHALL UNIQUELY IDENTIFY MIX. 11. USE OF SUPERPLASTICIZER IS PROHIBITED. 12. CELLS TO BE GROUT FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL GROUT SPACE. 13. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF CELLS TO BE GROUT FILLED IN EACH POUR IN EXCESS OF 5 FEET IN HEIGHT. AFTER INSPECTION AND BEFORE GROUTING, THE REBAR SHALL BE TIED AT THE CLEANOUTS AND THE CLEANOUTS SHALL BE SEALED. 14. ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. 15. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. 16. CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. SAMPLE AND TEST GROUT PER ASTM C1019. 17. GROUT SHALL BE POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT. GROUT SHALL BE CONSOLIDATED AT TIME OF PLACING BY VIBRATING AND RECONSOLIDATED LATER BY VIBRATING BEFORE PLASTICITY IS LOST. 18. WHEN TOTAL GROUT POUR EXCEEDS 5'-4" FEET IN HEIGHT, (HIGH LIFT GROUTING), THE GROUT SHALL BE PLACED IN 4-FOOT LIFTS WITH A MINIMUM OF A 30 MINUTE DELAY BETWEEN LIFTS. MINIMUM CELL DIMENSION SHALL BE IN ACCORDANCE WITH TABLE 5 OF TMS 402 (3" X 3" FOR COARSE GROUT, 12 FT. MAXIMUM POUR HEIGHT). 19. WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT LESS THAN 1-1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. 20. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE MASONRY WALL, SUPPORT CONCRETE WITH 6" SIDE CONTINUOUS STRIPS OF 1/8 SQUARE MESH SOFFIT SCREENING OR PUR-O-STOP OF EQUAL CENTERED OVER BLOCK WORK. USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED. 21. SUBMIT WRITTEN CONSTRUCTION SEQUENCES AND PROCEDURES PRIOR TO THE START OF MASONRY CONSTRUCTION. 22. REINFORCING SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. 23. SECURE APPROVAL OF REINFORCING SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. 24. PROVIDE STANDARD HOOKS AT ENDS OF ALL BARS WHICH TERMINATE IN TIE BEAMS OR BOND BEAMS. 25. WHERE REINFORCING IS SHOWN CONTINUOUS, LAP SPLICE BARS IN ACCORDANCE WITH SPLICE INDICATED BELOW. 26. PROVIDE HOOKED DOWELS INTO FOOTINGS, PILE CAPS, SUPPORT BEAMS, ETC. TO MATCH VERTICAL BARS WITH LAP SPLICES AS FOLLOWS: #4 24" #5 30" #6 48" #7 60" 27. MECHANICAL BAR COUPLERS MAY BE USED TO SPLICE CONTINUOUS BARS, IN LIEU OF LAP SPLICES. BAR COUPLERS MUST ACHIEVE 125% OF BAR STRENGTH MINIMUM. COUPLERS MAY BE BOLTED TYPE (DAYTON D-250 BAR-LOCK S-SERIES COUPLER OR EQUAL) OR THREADED TYPE (DAYTON D310 TAPER-LOCK COUPLER OR EQUAL). COUPLERS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTALLATION RECOMMENDATIONS. 28. AT CHANGES IN DIRECTION OF BOND BEAMS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. 5120 STRUCTURAL STEEL: 1. STEEL WORK SHALL BE NEW AND CONFORM TO THE ANSI/AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. 2. MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT AS NOTED: WIDE FLANGE SHAPES ASTM A992 (Fy=50 KSI) ANGLES, CHANNELS AND PLATES ASTM A36 (Fy=36 KSI) RECTANGULAR HSS ASTM A500, GRADE B (Fy=46 KSI) HIGH STRENGTH BOLTS ASTM A325 OR A490 THREADED RODS ASTM A36 (Fy=36 KSI) HEAVY HEX NUTS ASTM A563 HARDENED STEEL WASHERS ASTM F436 ANCHOR RODS ASTM F1554 GR. 36 (Fy=36 KSI) 3. CONNECTIONS: A. BOLTS SHALL BE HIGH-STRENGTH, BEARING TYPE IN SNUG TIGHT CONDITION, U.N.O. TIGHTEN BY AN AISC APPROVED METHOD. B. WELDING ELECTRODES SHALL BE PER AWS D1.1. RETURN FILLET WELDS FOR FRAMED CONNECTIONS 1/2" AT EACH END. C. FIELD CONNECTIONS SHALL BE BOLTED, EXCEPT AS NOTED OTHERWISE. D. DETAIL FLOOR AND ROOF FRAMING CONNECTIONS FOLLOWING THE REQUIREMENTS SHOWN IN THE TYPICAL CONNECTION SCHEDULES SHOWN IN THESE DRAWINGS, BASED ON THE BEAM OR GIRDER SIZE. E. FOR THE PURPOSE OF CORRECTLY INTERPRETING THE CONNECTION SCHEDULES, GIRDERS SHALL BE CONSIDERED AS ANY FLOOR OR ROOF BEAM WHICH CARRIES OTHER FLOOR OR ROOF BEAMS, OR ANY FLOOR OR ROOF BEAM WHICH CARRIES STEEL COLUMNS. F. DETAIL DIAGONAL BRACING CONNECTIONS AS SHOWN IN THE DETAILS. IF NO DETAIL IS PROVIDED, DETAIL CONNECTION TO DEVELOP THE FULL TENSION CAPACITY OF THE DIAGONAL BRACING MEMBER. G. DETAIL MOMENT CONNECTIONS AS SHOWN IN THE DETAILS. IF NO DETAIL IS PROVIDED, DETAIL MOMENT CONNECTION USING FULL PENETRATION WELDS AT BEAM FLANGES. 4. HIGH STRENGTH BOLTS IN BEARING CONDITION SUPPORTING SIMPLE SPAN BEAMS NOT SUBJECT TO AXIAL LOADS MAY BE INSTALLED TO "SNUG TIGHT" CONDITION IF NORMAL, OR SHORT SLOTTED HOLES ARE USED. THE ENGINEER OF RECORD WILL BE THE ULTIMATE AUTHORITY IN THE USE OF "SNUG TIGHT" BOLTS. IF LONG SLOTTED OR OVERSIZED HOLES ARE USED, BOLTS MUST BE FULLY PRETENSIONED AND SLIP CRITICAL. PROPER SURFACE PREPARATION IS REQUIRED FOR SLIP CRITICAL BOLTS, INCLUDING OMISSION OF PRIMER OR FIRE PROOFING, AS APPROPRIATE. 5. BOLTS SHARING LOAD WITH WELDS IN A CONNECTION SHALL BE FULLY PRETENSIONED AND SLIP CRITICAL. 6. WHERE FULLY PRETENSIONED OR SLIP CRITICAL BOLTS ARE REQUIRED, TIGHTENING SHALL BE ACHIEVED USING EITHER TWIST-OFF TENSION CONTROL BOLTS OR DIRECT TENSION INDICATING WASHERS. 7. ALL STRUCTURAL STEEL EXPOSED TO EXTERIOR CONDITIONS SHALL BE HOT DIPPED GALVANIZED PER ASTM A123 AND ALL FASTENERS AND HARDWARE SHALL BE HOT DIPPED GALVANIZED PER ASTM A153. 8. GROUT UNDER BEARING PLATES SHALL BE NON-METALLIC, NON-SHRINK TYPE WITH A COMPRESSIVE STRENGTH OF AT LEAST 5,000 PSI IN 28 DAYS. 9. COMPOSITE FLOOR MEMBERS ARE DESIGNED TO BE UNSHORED UNLESS OTHERWISE NOTED. THE WEIGHT OF THE WET CONCRETE WILL RESULT IN DEFLECTIONS OF THE SUPPORTING STEEL DECK, BEAMS, AND GIRDERS. ALL OVERRUNS OF CONCRETE QUANTITIES ARE TO BE ANTICIPATED AND INCLUDED IN THE CONTRACTOR'S BID. THE CONTRACTOR SHALL COORDINATE EMBEDDED ITEMS REQUIRED FOR ARCHITECTURAL, STRUCTURAL, AND MECHANICAL ELEMENTS. CONCRETE FLOORS UTILIZING UNSHORED CONSTRUCTION SHALL BE SCREEDED LEVEL. 10. SIZE AND SPACING OF CONDUITS IN COMPOSITE SLABS SHALL COMPLY WITH THE REQUIREMENTS OF ASCE 3-91 UNLESS NOTED OTHERWISE ON DRAWINGS. 11. LENGTH OF SHEAR STUD CONNECTIONS IN COMPOSITE SLABS SHALL EQUAL THE DEPTH OF THE COMPOSITE DECK PLUS 2" (U.N.O.). 12. THE CAMBER OF STEEL MEMBERS SHALL BE VERIFIED IN THE SHOP AND THE FIELD. WHEN NO CAMBER IS INDICATED, TURN THE MEMBER NATURAL CAMBER UP. 13. WHERE TRUSSES ARE INDICATED WITH CONTINUOUS MEMBERS, THEY SHALL BE FULL LENGTH WITHOUT SPLICES OR WELDED WITH FULL PENETRATION SHOP WELDS GROUND FLUSH WITH GRINDING IN THE DIRECTION OF APPLIED STRESS AND WITH WELD SOUNDNESS ESTABLISHED BY RADIOGRAPHIC OR ULTRASONIC INSPECTION IN ACCORDANCE WITH THE REQUIREMENTS OF 4.2.5.2 OR 4.2.5.3 OF AWS D1.1. SPLICES WILL NOT BE PERMITTED AT POINTS OF MAXIMUM STRESS. FIELD SPLICES OF TENSION MEMBERS SHALL BE DESIGNED TO DEVELOP 110 PERCENT OF THE SPLICED SECTIONS. 14. APPLY FIREPROOFING TO STEEL STRUCTURE CALCULATING THE THICKNESS OF FIREPROOFING BY COMPARING THE ACTUAL MEMBER SIZE TO THE MEMBER SIZE USED IN THE DESIGNATED UL RATING AND ADJUSTING APPROPRIATELY. 15. TRUSS STEEL IS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) AND SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE. AESS SHALL BE SANDBLASTED (SSPC-SP6-82) PRIOR TO PRIMER COAT APPLICATION. PRIMER SHALL BE COMPATIBLE WITH FINAL PAINT COAT AND SHALL BE APPROVED BY FINISH PAINT CONTRACTOR. 16. USE INTUMESCENT PAINT ON STRUCTURAL STEEL EXPOSED TO VIEW WHICH REQUIRES FIRE RATING. SEE ARCHITECTURAL DRAWINGS FOR FIRE RATING AND INTUMESCENT PAINT REQUIREMENTS. 5122 WELDING: 1. WELDING SHALL BE DONE BY WELDERS WITH CURRENT CERTIFICATION IN ACCORDANCE WITH AWS D1.1. 2. WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUM DESIGN REQUIREMENTS. THE FABRICATOR'S SHOP DRAWINGS SHALL REFLECT WELDS IN ACCORDANCE WITH AWS REQUIREMENTS. 3. FULL PENETRATION GROOVE WELDS SHALL BE INSPECTED BY ULTRASONIC TESTING. TWENTY-FIVE PERCENT OF THE WELDS SHALL BE INSPECTED AT RANDOM UNLESS NOTED OTHERWISE. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 4. UNLESS NOTED OTHERWISE ON THE DRAWINGS, GROOVE WELDS SHALL BE FULL PENETRATION. 5. PROVIDE FILLET WELDS AT CONTACT POINTS BETWEEN STEEL MEMBERS SUFFICIENT TO DEVELOP THE ALLOWABLE TENSILE STRENGTH OF THE SMALLER MEMBER AT THE JOINT UNLESS DETAILED OTHERWISE ON THE DRAWINGS. THE MINIMUM FILLET WELD SIZE IS 3/16" UNLESS OTHERWISE NOTED. 6. MINIMUM TENSILE STRENGTH OF ELECTRODE MATERIAL FEXX = 70ksi UNLESS NOTED OTHERWISE. 5230 COMPOSITE STEEL DECK: 1. SHALL BE GALVANIZED, CORRUGATED STEEL COMPOSITE DECK OF GAGE AND DEPTH INDICATED ON DRAWINGS, CONFORMING TO STEEL DECK INSTITUTE SPECIFICATION FOR COMPOSITE FLOOR DECK. 2. DECK SHALL HAVE DEFORMATIONS TO PROVIDE ADEQUATE MECHANICAL INTERLOCKING BETWEEN DECK AND CONCRETE FOR COMPOSITE ACTION. 3. PROVIDE 5/8" DIAMETER PUDDLE WELDS AT 12" C/C AT EACH SUPPORT. 4. SIDE LAPS BETWEEN DECKS SHALL BE WELDED OR FASTENED USING #10 TEK SCREWS AT A MAXIMUM SPACING OF 36 INCHES. 5. BUTTON PUNCHING OF SIDE LAPS IS NOT PERMITTED. 5312 STEEL ROOF DECK: 1. SHALL BE GALVANIZED (G30/G60/G90), TYPE "B" STEEL ROOF DECK OF GAGE AND DEPTH INDICATED ON DRAWINGS, AND SHALL CONFORM TO THE PROVISIONS OF THE STEEL DECK INSTITUTE (SDI) SPECIFICATIONS FOR STEEL ROOF DECK. 2. DECK CENTERING SHALL BE PLACED IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS AND SHALL BE CONTINUOUS OVER AT LEAST 3 SPANS. 3. WELD PATTERN AT MAIN DECK SUPPORTS, AND SIDELAP CONNECTIONS, SHALL BE AS INDICATED ON ROOF DECK FASTENING DIAGRAM. PROVIDE 5/8" PUDDLE WELDS AT 12" O.C. ALONG EDGE SUPPORTS, UNLESS NOTED OTHERWISE. 4. DECK SHALL BE TOPPED WITH TYPE II INSULATING FILL CONSISTING OF RIGID INSULATING BOARD COVERED WITH TWO OR MORE INCHES OF LIGHT WEIGHT INSULATING CONCRETE OVER THE TOP (MAX. 30 P.C.F. OVEN DRY DENSITY). 5. METAL DECK MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE AND ALL DESIGN SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARDS. 6. DO NOT HANG MEP SYSTEMS (DUCTWORK, ROOF DRAIN OR FIRE PROTECTION PIPING, ETC) FROM ROOF DECK. ALL EQUIPMENT IS TO BE HUNG FROM ROOF BEAMS. 5714 STEEL STAIRS: 1. ENGINEERED STEEL STAIR SYSTEM AND CONNECTIONS OF SAME TO THIS STRUCTURE SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE TERRITORY OF THE US VIRGIN ISLANDS. 2. THE CONFIGURATION OF THE STEEL STAIR SYSTEM SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. 3. THE ENGINEERED STAIR SYSTEM SHALL INCLUDE THE STAIRS, LANDINGS, SUPPORT FRAMING, POSTS, HANGERS, AND CONNECTIONS TO THE BUILDING STRUCTURE, UNLESS NOTED OTHERWISE. CONNECTIONS TO THE BUILDING STRUCTURE SHALL BE COMPATIBLE WITH THE STRUCTURE SHOWN ON THE CONTRACT DRAWINGS. 4. STEEL STAIR SYSTEM AND CONNECTIONS SHALL BE DESIGNED FOR APPLICABLE LOADS AS INDICATED ON THE DRAWINGS AND IN THE 2021 INTERNATIONAL BUILDING CODE. 5. THE LOADS SHALL BE CLEARLY INDICATED ON SHOP DRAWINGS. 6. SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTIONS UTILIZED WITHIN THE STEEL STAIR SYSTEM AS WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN ON THESE DRAWINGS. 7. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE TERRITORY OF THE US VIRGIN ISLANDS. NO. DATE REMARKS 5400 STRUCTURAL COLD-FORMED STEEL (CFS) FRAMING 1. ALL COLD FORMED STEEL FRAMING SHALL CONFORM TO THE AISI/COFS/NASPEC 2016 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS WITH SUPPLEMENT NO. 2, THE AISI MANUAL COLD-FORMED STEEL DESIGN (2013 EDITION), AISI CODE OF STANDARD PRACTICE FOR COLD-FORMED STEEL STRUCTURAL FRAMING (2015 EDITION), AISI/COFS/GP-2015 STANDARD FOR COLD-FORMED STEEL FRAMING - GENERAL PROVISIONS (2015 EDITION) AND COLD-FORMED STEEL ENGINEERS INSTITUTE (CFSEI) PUBLICATIONS, AS MODIFIED OR CLARIFIED HEREIN. 2. STEEL STUDS, JOISTS, LINTELS, AND RUNNER TRACK MEMBERS SHALL BE OF TYPE SHOWN ON THE DRAWINGS AND SPECIFICATIONS CONFORMING TO ASTM A-446 GRADE C WITH HOT DIPPED GALVANIZED COATING CONFORMING TO ASTM A525 (CLASS G90). 3. MINIMUM STEEL GRADES (FY): 12 GA (97 MILS), 14 GA (68 MILS); 16 GA (54 MILS) STUDS AND TRACK: 50 KSI; 18 GA (43 MILS), 20 GA (33 MILS) STUDS AND TRACK: 33 KSI. 4. STRUCTURAL LIGHT GAGE CFS FRAMING AND THEIR CONNECTIONS SHALL BE AS DEPICTED ON THE STRUCTURAL PLANS AND DETAILS. 5. ATTACHMENTS, CLOSURES, HARDWARE, ETC., SHALL BE AS SHOWN AND/OR IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. 6. SUBMIT PROPOSED LIGHT GAGE CFS MANUFACTURERS DATA AND LOAD TABLES FOR REVIEW. 7. TOLERANCES TO COMPLY WITH ASTM C955. 8. WELDING TO COMPLY WITH COLD-FORMED STEEL ENGINEERS INSTITUTE TECH NOTE 5606-1 - WELDING COLD-FORMED STEEL. 9. REPAIR DAMAGED OR UNCOATED GALVANIZED COATINGS PER ASTM A780. 10. FRAMING MEMBERS SHALL BE CUT SQUARELY OR AT AN ANGLE AS REQUIRED TO FIT SQUARELY AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN PLACE UNTIL PROPERLY JOINED. 11. JOINING OF STRUCTURAL MEMBERS SHALL BE MADE WITH SELF-DRILLING SCREWS OR WELDING. 12. WIRE TYING OF FRAMING MEMBERS IN STRUCTURAL APPLICATIONS SHALL NOT BE PERMITTED. 13. ATTACHMENT OF COLLATERAL MATERIALS TO STEEL MEMBERS SHALL BE MADE WITH SELF-DRILLING SCREWS OR HARDENED SCREW SHANK NAILS. 14. STUDS SHALL SIT SQUARELY IN THE TOP AND BOTTOM RUNNER TRACK WITH FIRM ABUTMENT AGAINST TRACK WEBS. STUDS SHALL BE ALIGNED OR PLUMBED AND SECURELY FASTENED TO THE FLANGES OF BOTH TOP AND BOTTOM RUNNER TRACK. 15. BRIDGING TO BE SUPPLIED AND INSTALLED PER CFS STUD MANUFACTURER RECOMMENDATIONS (5'-0" O.C. MAX AND WITHIN 1'-0" OF DEFLECTION TRACKS). 16. LATERAL BRACING SHALL BE PROVIDED BY USE OF PLYWOOD SHEATHING, GYPSUM SHEATHING, OR BY HORIZONTAL STRAPS OR COLD-ROLLED CHANNELS. BRACING SHALL CONFORM TO SECTION D3 OF THE AISI SPECIFICATIONS. 17. COLD-FORMED STEEL FRAMING CONNECTORS SPECIFIED BY PART NUMBER OR MODEL NAME ARE STANDARD CONNECTORS FABRICATED BY THE STEEL NETWORK (TSN), RALEIGH, N.C., 888-474-4876. CONNECTORS SHALL BE INSTALLED PER THE REQUIREMENTS OF THE LIGHT STEEL FRAMING CONNECTIONS CATALOG (LATEST EDITION) BY THE STEEL NETWORK, USING THE NUMBER/SIZE OF FASTENERS SHOWN IN THESE DRAWINGS. WHERE NUMBER/SIZE IS NOT SHOWN IN THESE DRAWINGS, USE THE FASTENERS SPECIFIED IN THE CATALOG TO OBTAIN THE MAXIMUM CAPACITY OF THE SPECIFIED CONNECTOR. SUBSTITUTION OF GENERIC BENT PLATE LIGHT GAGE CONNECTORS IS NOT ALLOWED WITHOUT DESIGN CALCULATIONS SHOWING EQUAL OR BETTER CAPACITY TO THE SPECIFIED TSN CONNECTOR, PREPARED AND SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER EXPERIENCED IN LIGHT GAGE STEEL CONNECTION DESIGN. 4811 MASONRY WALLS BRACING: 1. MASONRY WALLS HAVE BEEN DESIGNED TO WITHSTAND GRAVITY LOADS AND WIND LOADS AS INDICATED ON THE DRAWINGS IN THE FINAL, COMPLETED STRUCTURAL CONFIGURATION. HOWEVER, NO ALLOWANCE HAS BEEN MADE FOR TEMPORARILY BRACED STRESSES OR CONDITIONS. 2. SHOP DRAWINGS AND CALCULATIONS FOR TEMPORARY BRACING SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA (IN WHICH THE PROJECT RESIDES). 3. THE DESIGNERS OF THE TEMPORARY BRACING MUST CONSIDER THE STRENGTH OF GROUT AND MORTAR AT THE TIME OF BRACING AS WELL AS THE REINFORCING ALREADY PRESENT IN THE WALLS AS INDICATED IN THIS SET OF CONSTRUCTION DRAWINGS. IF ADDITIONAL WALL REINFORCING IS REQUIRED FOR THE TEMPORARY BRACED CONDITION, THE BRACING DESIGN ENGINEER MUST DESIGN THIS ADDITIONAL REINFORCING, AND THIS ADDITIONAL REINFORCING MUST BE CLEARLY DETAILED IN THE BRACING SUBMITTAL. THE GENERAL CONTRACTOR SHALL COORDINATE ANY ADDITIONAL REINFORCING FOR THE BRACED CONDITION WITH THE MASONRY SUB-CONTRACTOR. 4. TEMPORARY BRACING OF MASONRY WALLS DURING CONSTRUDICTION: 4.1 MASONRY WALL DESIGN AS DEPICTED ON DESIGN DRAWINGS IS BASED ON THE FINAL CONSTRUCTION CONFIGURATION INCLUDING INSTALLATION OF PERMANENT BRACING INCLUDING, BUT NOT LIMITED TO FLOOR, ROOF FRAMING, METAL DECK AND SLAB SYSTEMS. THE DESIGN DOES NOT ADDRESS MEANS AND METHODS OF CONSTRUCTION OR TEMPORARY CONSTRUCTION CONDITIONS. 4.2 IT IS THE FULL RESPONSIBILITY OF THE CONTRACTOR TO ERECT MASONRY WALLS IN A SAFE MANNER, AND TO ADEQUATELY BRACE, OR OTHERWISE PROTECT THE WALLS AGAINST WIND OR OTHER FORCES/EFFECTS DURING CONSTRUCTION UNTIL THE FINAL PERMANENT STRUCTURAL SYSTEM IS COMPLETED. 4.3 CONTRACTOR TO SUBMIT COMPLETE PROPOSED BRACING PLANS AND CALCULATIONS, PREPARED SPECIFICALLY FOR THIS PROJECT BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA (IN WHICH THE PROJECT RESIDES) OUTLINING PROPOSED TEMPORARY BRACING SYSTEM, SEQUENCE OF CONSTRUCTION OF BRACING, WITH CONSIDERATION OF CONFLICT WITH OTHER BUILDING SYSTEMS AND COMPONENTS, AND EVALUATION OF WALLS OR FLOOR SLABS TO ACCOMMODATE TEMPORARY LOADS AND UNBRACED CONDITIONS, AS WELL AS BRACING FORCE RESOLUTION. 4.4 ANY DESIGN OR MODIFIED CONSTRUCTION REQUIRED TO ACCOMMODATE PROPOSED BRACING SCHEME IS THE FULL RESPONSIBILITY OF THE CONTRACTOR, INCLUDING ANY ADDITIONAL REINFORCING OF MASONRY WALLS OR INSTALLATION OF DEADMEN OR ADDITIONAL SLAB REINFORCEMENT. GENERAL BRACING SCHEMES DEVELOPED BY BRACING MANUFACTURERS ARE NOT SUFFICIENT OR ACCEPTABLE. 4.5 TEMPORARY BRACING LOADING SHALL BE IN COMPLIANCE WITH DESIGN DOCUMENTS, OSHA 1926.706 REQUIREMENTS, THE LATEST EDITION OF ASCE 7, AND THE LATEST EDITION OF ASCE 37. ACTUAL WIND PRESSURE IS TO BE CALCULATED, BUT IN NO CASE SHOULD IT BE BASED ON LESS THAN 70 MPH (3 SECOND GUST) NOMINAL WIND SPEED. CONSTRUCTION FIELD OFFICE TO MONITOR NATIONAL WEATHER SERVICE FORECASTS AND BE PREPARED TO SHUT DOWN AND CLEAR PROJECT SITE IF DESIGN WIND SPEED IS ANTICIPATED TO BE EXCEEDED. 4.6 CONTRACTOR'S SPECIALTY BRACING ENGINEER OR DESIGNATED REPRESENTATIVE (MINIMUM 5 YEARS EXPERIENCE WITH MASONRY WALL BRACING SYSTEMS) SHALL VISIT SITE DURING WALL BRACING INSTALLATION TO CONFIRM THAT BRACING IS IN COMPLIANCE WITH DESIGN INTENTIONS, AND SUBMIT REPORT OF FINDINGS TO CONTRACTOR AND STRUCTURAL ENGINEER OF RECORD. ZONE (PSF) A (SF) a (FT) BUILDING ULTIMATE C&C WIND PRESSURE PLAN NOTES: ULTIMATE C&C WIND PRESSURES (ASCE 7-16) MAIN ZONE (PSF) ZONE (PSF) ZONE (PSF) (SF) ZONE (PSF) ZONE (PSF) . . . . . . . . . . . ZONE 4/5 WALL PRESSURE . . . . . . . . . . . ZONE 4/5 WALL PRESSURE . . . . . . . . . . . SECTION AT ALCOVE SECTION AT CANOPY CANOPY PARAPET LOAD CASE 1 . . . . . . . . . . . . . . . . . . . . . . . . . . PARAPET LOAD CASE 2 OUTSIDE INSIDE OUTSIDE INSIDE . . . . . . . . . . . . . . . . . . . . . . . . . . + ZONE 4 / + ZONE 5 - ZONE 2 / - ZONE 3 - ZONE 4 / - ZONE 5 + ZONE 4 / + ZONE 5 SECTION AT ROOF TRUSS . . . . . . ROOF TRUSS . . . . . . . . . . . ZONE 4/5 WALL PRESSURE . . . . . . . . . . . . ZONE 2/3 ROOF PRESSURE Vult (MPH) Vasd (MPH) 1 1' 2 3 4 5 1. WIND PRESSURE TABLE IS BASED ON IBC 2021/ASCE 7-16 ULTIMATE WIND SPEED, PRESSURES SHOWN ABOVE ARE ULTIMATE COMPONENTS AND CLADDING PRESSURES. NOMINAL PRESSURE (ASD) CAN BE OBTAINED BY MULTIPLYING BY 0.6. A - INDICATES TRIBUTARY AREA IN S.F. a - INDICATES END ZONE WIDTH IN FT. Vult - INDICATES ULTIMATE DESIGN WIND SPEED IN MPH Vasd - INDICATES NOMINAL DESIGN WIND SPEED IN MPH 2. GROSS PRESSURES ARE FOR JOISTS, WINDOWS, DOORS, VENEER, LIGHT GAGE METAL FRAMING, METAL DECK ATTACHMENTS, ROOFING, ROOFING ACCESSORIES AND OTHER BUILDING COMPONENTS AND CLADDING. 3. GROSS PRESSURES SHALL BE LINEARLY INTERPOLATED FOR (A) NOT SHOWN IN TABLE. 4. POSITIVE PRESSURES INDICATE PRESSURES ACTING TOWARD A PROJECTED SURFACE. NEGATIVE PRESSURES INDICATE PRESSURES ACTING AWAY FROM A PROJECTED SURFACE. 5. ROOF AND ZONES THRU 6. WALL ZONES AND 7. OVERHANG ZONES AND APPLY ONLY TO ROOF OVERHANGS WHERE THE COMPONENT OR CLADDING RECEIVES PRESSURE SIMULTANEOUSLY ON BOTH SIDES (UPWARD SUCTION ON TOP AND UPWARD PRESSURE ON BOTTOM, SUCH AS AT OPEN SOFFITS), AND IS CONTINUOUS WITH FIELD OF ROOF. 8. NET DESIGN ROOF PRESSURES SHALL BE CALCULATED USING THE SELFWEIGHT (DEAD LOAD) OF THE MATERIALS. HOWEVER, THE MAXIMUM REDUCTION OF WIND UPLIFT PRESSURES SHALL BE LIMITED TO THE SELF WEIGHT OF THE ROOF SYSTEM PLUS 5 PSF FOR SUPERIMPOSED DEAD LOADS. 9. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING EQUALS +0.18 AND -0.18 INTERNAL PRESSURE COEFFICIENT FOR OPEN STRUCTURE EQUALS +/- 0.00 INTERNAL PRESSURE COEFFICIENT FOR PARTIALLY ENCLOSED STRUCTURE EQUALS +/- 0.55 10. ROOF TOP EQUIPMENT SHALL BE DESIGNED FOR A LATERAL PRESSURE OF 237 PSF AND A SIMULTANEOUS UPLIFT PRESSURE OF 188 PSF. 11. AT ALCOVES AND CANOPIES, THE TOTAL UPLIFT PRESSURE ON THE ALCOVE SOFFIT OR CANOPY SHALL EQUAL THE WALL PRESSURE IN THAT AREA. 1 3 4 5 2H 3H +60.1 -235.4 +48.5 -187.4 +51.3 -199.3 +47.6 -183.8 -135.2 -135.2 -135.2 -135.2 -310.5 -248.9 -264.1 -244.2 -310.5 +147.7 -160.3 +125.6 -138.1 +119.0 -131.5 +110.2 -122.7 -197.8 -153.6 -140.3 -122.7 24 217 168 <10 20 50 100+ +60.1 +48.5 +51.3 +47.6 +60.1 +48.5 +51.3 +47.6 +60.1 +48.5 +51.3 +47.6 -248.9 -264.1 -244.2 10 100 200 500 A +147.7 +125.6 +119.0 +110.2 3 3 2 2 2 2 1 3 3 2 3 3 2 0.6h 0.2h 0.6h 0.6h 0.6h HIGH ROOF HIGH ROOF 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S0.5 COMPONENT WIND CRITERIA 21-003.C JRM NO. DATE REMARKS WIND PLAN 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S0.6 SCHEDULES 21-003.C JRM CONTINUOUS FOUNDATIONS SCHEDULE MARK SIZE REINFORCEMENT REMARKS WIDTH THICKNESS LONGITUDINAL TRANSVERSE CF3.0 3' - 0" 1' - 8" CF8.0 #8 BARS @ 12" O.C. T&B #8 BARS @ 12" O.C. T&B CF15.0 COLUMN FOUNDATION SCHEDULE MARK SIZE THINKNESS REINFORCEMENT REMARKS LENGTH WIDTH F5.0 5' - 0" 5' - 0" 1' - 4" (6) #5 BARS E.W. T&B F13.0 13' - 0" 13' - 0" 2' - 0" (14) #7 BARS E.W. T&B NO. DATE REMARKS 8' - 0" 2' - 0" (4) #6 BARS T&B #6 @ 12" O.C. T&B CURVED FTG., MANTAIN TRANSVERSE. REINF. PERPENDICULAR TO CURVATURE. CONCRETE WALL SCHEDULE MARK WIDTH REINFORCEMENT REMARKS CW-1 8" #7 @ 10" OC VERT, #5 @ 12" OC HORIZ CW-2 1' - 4" #6 @ 8" OC EF VERT, #5 @ 12" OC EF HORIZ CW-3 1' - 0" #6 @ 12" OC EF VERT, #5 @ 12" OC EF HORIZ CW-4 8" #5 @ 12" OC VERT, #5 @ 12" OC HORIZ FILLED CELLS SEE MASONRY NOTES BEAMS (MID & BOT) 22 29 36 43 63 72 81 91 101 BEAMS (TOP) 28 38 47 56 81 93 105 118 131 SLABS 22 29 36 65 94 107 121 136 151 WALLS 22 29 36 65 94 107 121 136 151 COLUMN 22 29 36 43 63 72 81 91 101 FOOTINGS 22 29 36 43 63 72 81 91 101 #3 #4 #5 #6 #7 #8 #9 #10 #11 BAR TYPE BAR SIZE f'c (PSI) 3000 DEFORMED BAR TENSION DEVELOPMENT AND LAP SPLICE LENGTH SCHEDULE (INCHES) FILLED CELLS SEE MASONRY NOTES BEAMS (MID & BOT) 19 25 31 37 54 62 70 79 87 BEAMS (TOP) 25 33 41 49 71 81 91 102 114 SLABS 19 25 31 56 81 93 105 118 131 WALLS 19 25 31 56 81 93 105 118 131 COLUMN 19 25 31 37 54 62 70 79 87 FOOTINGS 19 25 31 37 54 62 70 79 87 #3 #4 #5 #6 #7 #8 #9 #10 #11 BAR TYPE BAR SIZE f'c (PSI) 4000 TENSION DEVELOPMENT AND LAP SPLICE LENGTH SCHEDULE (INCHES) FILLED CELLS SEE MASONRY NOTES BEAMS (MID & BOT) 17 23 28 34 49 56 63 71 78 BEAMS (TOP) 22 29 36 44 63 72 81 92 102 SLABS 17 23 28 50 73 83 94 106 117 WALLS 17 23 28 50 73 83 94 106 117 COLUMN 17 23 28 34 49 56 63 71 78 FOOTINGS 17 23 28 34 49 56 63 71 78 #3 #4 #5 #6 #7 #8 #9 #10 #11 BAR TYPE BAR SIZE f'c (PSI) 5000 TENSION DEVELOPMENT AND LAP SPLICE LENGTH SCHEDULE (INCHES) NOTES: 1. VALUES SHALL BE INCREASED BY 1.5 IN CASES OF COVER LESS THAN db AND/OR SPACING LESS THAN 2db. 1 2 3 4 A B C D EXIST. 24" WIDE FTG. EXIST. 24" WIDE FTG. EXIST. 24" WIDE FTG. EXIST. 24" WIDE FTG. EXIST. 24" WIDE FTG. EXIST. 24" WIDE FTG. EXIST. 24" WIDE FTG. ELEV 20' - 0" 25' - 0" 20' - 0" 26' - 10" 26' - 10" 30' - 0" EXIST. 24" WIDE FTG. EXIST. 24" WIDE FTG. 1 2 1 2 1 2 1 2 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 4 5 5 EXISTING (OPERATING) BUILDING (OUT OF SCOPE) EXISTING BUILDING TO BE DEMOED 6 6 7 7 8 8 FOUNDATION PLAN DEMO NOTES FOUNDATION DEMO KEY NOTES 1 1. REFER TO GENERAL STRUCTURAL NOTES AND PROJECT SPECIFICATIONS FOR DEFINITION OF SYMBOLS, ABBREVIATIONS, AND OTHER INFORMATION AND CRITERIA NOT SHOWN ON PLAN. EXISTING 8" MASONRY WALL TO REMAIN EXISTNG CONCRETE FOUNDATION TO REMAIN EXISTING 8" MASONRY WALL TO BE DEMOLISHED EXISTING CONCRETE FOUNDATION TO BE DEMOLISHED EXISTING CONCRETE LOADING DOCK PLATFORM (INCLUDING SLAB, STAIR, WALL, AND FOUNDATIONS) TO BE DEMOLISHED GC TO PROVIDE PROTECTION/UNDERPINNING OF EXISTING FOUNDATIONS AND WALLS TO ALLOW FOR CONSTRUCTION OF NEW ADJACENT STRUCTURE. EXISTING SCREENWALL TO REMAIN BOUNDARY FOR END OF DEMO 2 3 4 5 6 7 8 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S1.1 FOUNDATION DEMO PLAN 21-003.C JRM 1/8" = 1'-0" S1.1 FOUNDATION / SLAB DEMO PLAN 1 NO. DATE REMARKS UP 1 S3.1 2 S3.1 3 S3.1 1 S3.3 2 S3.3 1 S3.2 W30X173 W30X173 W30X173 W30X173 W30X173 W30X173 W30X173 W30X173 W30X173 W30X173 W30X173 W30X173 W30X173 W30X173 W14X176 W14X176 W14X176 W14X176 W14X176 W14X176 W14X176 W14X176 W14X176 W14X176 W14X176 W14X176 W14X176 W14X176 1 2 3 4 A B C D D E R1 R2 a1 a2 a3 a4 a5 a6 a7 a8 a9 20' - 0" 25' - 0" 20' - 0" 26' - 10" 26' - 10" 30' - 0" 98' - 11 3/8" 63' - 11 3/8" 8.74° 8.42° 8.52° 8.42° 8.67° 8.68° 10.38° 10.78° 3 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 F5.0 F5.0 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 F5.0 F5.0 3 W14X176 B9 B6 C5 5 6 ELEV 2 S3.2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 W14X176 HSS8X8X1/2 HSS8X8X1/2 GENERATOR - 22,500 LBS 3 S4.1 T/ FTG -9'-0" 4' - 10 3/8" 1 1 CF8.0 EXIST. 24" WIDE FTG. EXIST. MASONRY WALL F5.0 F5.0 F5.0 F5.0 F13.0 F5.0 HSS8X8X1/2 F5.0 F5.0 F5.0 F5.0 CF3.0 CF3.0 F5.0 . . 6 . . . . 6 6 . . 6 . . . . . . . . . . 6 6 6 6 6 S4.1 2 TYP 2 5 TYP 4'-0". TYP 4'-0". 4' - 0" 4' - 0" 4' - 0" STAIRS/RAMP SEE UPDATED CIVIL 4' - 0" 4' - 4" CW-2 CW-2 CW-2 CW-2 CW-1 CW-1 CW-1 CW-1 CW-1 9 S4.2 CW-3 CW-3 CW-3 CW-3 CW-1 5 CW-4 CW-1 CW-4 CW-1 CW-1 1 S4.1 2 S4.1 TYP CW-1 CW-1 . . 6 7 7 1 S4.2 4 S4.1 4 S4.1 4 S4.1 4 S4.1 4 S4.1 2 2 2 2 2 2 2 2 CF3.0 CF3.0 4 S4.3 4 S4.3 4 S4.3 5 S4.3 4 S4.1 4 S4.1 4 S4.1 3 S4.4 8 1 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X5/8 HSS8X8X5/8 EXISTING (OPERATING) BUILDING (OUT OF SCOPE) FOUNDATION PLAN NOTES FOUNDATION KEY NOTES 2 3 4 5 TYPICAL FLOOR CONSTRUCTION: 4" CONCRETE SLAB-ON-GRADE REINFORCED w/ SYNTHETIC FIBERS PER CONCRETE GENERAL NOTES, PLACED OVER 15 MIL VAPOR BARRIER AND COMPACTED SUBGRADE. EXTERIOR WALL (6" MINIMUM EXTERIOR COLD- FORMED METAL STUD WALL OR PRE-ENGINEERED STOREFRONT). SUBMIT SIGNED & SEALED SHOP DRAWINGS FOR REVIEW. PRE-ENGINEERED METAL STAIRS AND LANDINGS. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS. SUBMIT SIGNED & SEALED SHOP DRAWINGS FOR REVIEW. PROVIDE (2) #4x4'-0" RE-ENTRANT BARS SPACED 4" APART HORIZONTALLY AT SLAB RE-ENTRANT CORNERS AS INDICATED ON THE PLAN. MAT FOUNDATION CONSTRUCTION: 24" CONCRETE MAT REINFORCED WITH #8 @ 10" OC EACH WAY TOP & BOTTOM OVER COMPACTED SUBGRADE. CONCRETE FOUNDATION REINFORCEMENT (REBAR) SPAN ORIENTATION EXISTING SCREENWALL TO REMAIN EXISTING RETAINING WALL TO REMAIN, COORDINATE LOCATION WITH CIVIL DRAWINGS. TAKE CARE NOT TO DAMAGE EXISTING RETAINING WALL 1 1. REFER TO GENERAL STRUCTURAL NOTES AND PROJECT SPECIFICATIONS FOR DEFINITION OF SYMBOLS, ABBREVIATIONS, AND OTHER INFORMATION AND CRITERIA NOT SHOWN ON PLAN. 2. PROVIDE CORNER REINFORCING AT ALL FOUNDATION CORNERS, INTERSECTIONS, TEES, AND CHANGES IN DIRECTION. 3. COLUMN, PIER, AND WALL CENTERLINES SHALL COINCIDE WITH FOUNDATION CENTERLINES UNLESS NOTED OTHERWISE ON PLAN, IN SECTIONS, AND/OR IN DETAILS. 4. "CW-#" DENOTES A REINFORCED CAST-IN-PLACE CONCRETE WALL PER THE SCHEDULE. 5. "TC-#" DENOTES A CONCRETE CAST-IN-PLACE TIE COLUMN IN THE MASONRY WALL, PER THE SCHEDULE. 6. REFER TO THE FOUNDATION SCHEDULES FOR COLUMN FOOTING ("F-"), THICKENED SLAB ("TS-"), AND WALL FOOTING ("WF-") INFORMATION. 7. "SF" ON PLAN INDICTES A STEPPEED FOOTING. REFER TO DETAIL. 8. CONCRETE SLAB ON GRADE CONTROL JOINTS FOR ENCLOSED (INTERIOR) AREAS SHALL BE SPACED AT A MAXIMUM OF 15’-0” O.C. EACH WAY. 9. REFER TO ARCHITECTURAL DRAWINGS FOR LAYOUT DIMENSIONS INCLUDING MASONRY DIMENSIONS AND WALL LAYOUT. 10. REFER TO CIVIL AND ARCHITECTURAL DRAWINGS FOR SLABS AND SLAB PADS OUTSIDE OF BUILDING FOOTPRINT. 11. SEE PLUMBING AND CIVIL FOR LOCATIONS AND INVERTS OF STORM, SANITARY, CONDENSATE, AND OTHER LINES BENEATH FOUNDATIONS. 0' - 0" (REF) T/SLAB (TYP UNO) -2' - 0" (REF) T/FTG (TYP UNO) 6 7 8 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S2.1 FOUNDATION - SLAB PLAN 21-003.C JRM 1/8" = 1'-0" S2.1 FOUNDATION / SLAB PLAN 1 NO. DATE REMARKS 1 S3.1 2 S3.1 3 S3.1 1 S3.3 2 S3.3 1 S3.2 W30X90 W30X90 W30X90 W30X90 W30X90 W30X90 W10X12 W14X22 W16X26 W14X22 W14X22 W16X26 W30X90 W18X35 W18X35 W14X74 W12X50 W12X50 W12X50 W12X50 W12X50 W14X74 W14X74 W12X50 W14X74 W12X50 W14X74 W12X50 W14X22 W14X22 W14X22 W14X22 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X50 W12X50 W12X50 W12X50 W12X50 W12X50 W24X76 W24X76 W24X76 W14X22 W14X22 W24X76 W24X76 W24X76 W24X76 W24X76 W24X76 W24X76 W24X76 W18X35 W18X35 W18X35 W18X35 W24X76 W24X76 W18X35 W18X35 W18X35 W18X35 W14X22 W14X22 W27X84 W24X76 W14X22 W27X84 W14X22 W14X22 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X50 W18X50 W18X50 W14X22 W14X22 W14X22 W16X26 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 1 2 3 4 A B C D E R1 R2 a1 a2 a3 a4 a5 a6 a7 a8 a9 1 S5.2 2 S5.2 3 S5.2 HSS8X8X1/2 (14' - 0") HSS12X8X5/8 (LLV) (14' - 0") HSS12X8X1/2 (LLV) (14' - 0") HSS12X8X5/8 (LLV) (14' - 0") 3 W14X22 W16X26 W16X26 1 1 1 1 W24X55 W12X19 W10X15 W12X19 W12X19 W12X19 HSS8X8X1/2 (14' - 9") HSS8X8X1/2 (14' - 9") HSS8X8X1/2 HSS8X8X1/2 HSS12X8X1/2 W14X22 HSS12X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 (14' - 9") W12X19 B9 B6 C5 HSS12X8X1/2 HSS12X8X1/2 5 6 2 S3.2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 W14X22 W14X22 W14X22 W14X22 W10X12 1 1 1 HSS8X8X1/2 (7' - 0") HSS12X8X5/8 (LLV) (7' - 0") HSS12X8X5/8 (7' - 0") 2 5 S5.1 2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 W30X90 W30X90 W30X90 W30X90 W30X90 W30X90 2 1 W12X19 HSS8X8X1/2 (14' - 9") HSS8X8X1/2 (14' - 9") HSS8X8X1/2 (7' - 9") HSS8X8X1/2 (7' - 9") HSS8X8X1/2 (7' - 9") HSS8X8X1/2 (7' - 9") HSS8X8X1/2 (7' - 9") HSS8X8X1/2 (7' - 9") HSS8X8X1/2 (7' - 9") 1 3 W14X22 W10X15 W10X12 W10X12 W14X22 4 2 5 S5.1 2 5 S5.1 1 S5.1 TYP W12X19 4 4 4 4 4 1 S5.1 TYP 2 5 TYP 5 TYP W10X12 W14X22 W10X12 W10X12 W10X12 W10X12 W14X22 W10X12 A40 A40 B40 A40 A40 B40 B40 B40 B40 B40 B40 B40 A40 A40 A25 A25 A10 A10 A10 A10 A25 A25 M2 A20 A20 M1 M2 M1 A20 A20 M1 M1 A21 A21 M1 M1 EXISTING (OPERATING) BUILDING (OUT OF SCOPE) FRAMING PLAN NOTES FRAMING KEY NOTES FLOOR CONSTRUCTION: 2" DEEP, 20 GA, VULCRAFT TYPE 'VL' GALVANIZED COMPOSITE FLOOR DECK WITH 3 1/2" CONCRETE (5 1/2" TOTAL THICKNESS). REINFORCE w/ 6x6-W2.1xW2.1 WWF. EXTERIOR WALL (6" MINIMUM EXTERIOR COLD-FORMED METAL STUD WALL OR PRE-ENGINEERED STOREFRONT). SUBMIT SIGNED & SEALED SHOP DRAWINGS FOR REVIEW. PRE-ENGINEERED METAL STAIRS AND LANDINGS. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS. SUBMIT SIGNED & SEALED SHOP DRAWINGS FOR REVIEW. BALCONY FLOOR CONSTRUCTION: 2" DEEP, 20 GA, VULCRAFT WTYPE 'VL' GALVANIZED COMPOSITE FLOOR DECK WITH 2 1/2" CONCRETE (4 1/2" TOTAL THICKNESS). REINFORCE w/ 6x6- W2.1xW2.1 WWF. PRE-ENGINEERED CANOPY AND COLUMNS BY DELEGATED ENGINEER. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS. SUBMIT SIGNED & SEALED SHOP DRAWINGS FOR REVIEW. 1 2 3 1. REFER TO GENERAL STRUCTURAL NOTES AND PROJECT SPECIFICATIONS FOR DEFINITION OF SYMBOLS, ABBREVIATIONS, AND OTHER INFORMATION AND CRITERIA NOT SHOWN ON PLAN. 2. FRAMING SHALL BE EQUALLY SPACED BETWEEN COLUMN BAYS UNLESS OTHERWISE NOTED OR DIMENSIONED ON PLAN. 3. COORDINATE FINAL SIZE AND LOCATION OF FLOOR PENETRATIONS AND OPENINGS WITH THE APPROPRIATE MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS. PROVIDE ADDITIONAL FRAMING / STRUCTURAL REINFORCEMENT FOR OPENINGS IN FLOOR DECK PER DETAIL. 14' - 5 1/2" (REF) T/SLAB (TYP UNO) 14' - 0" (REF) T/STEEL (TYP UNO) 4 5 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S2.2 LEVEL 2 - FRAMING PLAN 21-003.C JRM 1/8" = 1'-0" S2.2 LEVEL 2 - FRAMING PLAN 1 NO. DATE REMARKS 1 S3.1 2 S3.1 3 S3.1 1 S3.3 2 S3.3 1 S3.2 W30X108 W30X108 W30X108 W30X108 W30X108 W30X108 W30X108 W30X108 W30X108 W18X35 W18X35 W18X35 W30X108 W14X74 W12X50 W12X50 W12X50 W12X50 W12X50 W14X74 W14X74 W12X50 W14X74 W12X50 W14X74 W12X50 W24X76 W24X76 (30' - 6 1/2") W24X76 W14X22 W16X31 W24X76 (29' - 11 7/8") W24X76 (29' - 5 1/8") W24X76 (30' - 6 1/2") W24X76 (29' - 11 7/8") W24X76 (29' - 5 1/8") W24X76 (30' - 6 1/2") W24X76 (29' - 11 7/8") W24X76 (29' - 5 1/8") W18X46 W18X46 W18X46 W18X46 W24X76 W24X76 W14X22 W8X10 W21X48 W24X76 (30' - 0 1/8") W24X76 (30' - 0 1/8") W24X62 W14X22 W18X35 W14X22 W14X22 W10X12 W10X12 W10X12 W10X12 W10X12 W18X46 W18X46 W18X46 W18X46 W18X46 W18X46 W18X46 W18X46 W18X46 W18X46 W18X46 W18X46 W18X46 W18X46 W18X46 W18X46 W18X46 W18X46 W18X46 W18X46 W24X76 W18X50 W18X50 W18X50 W18X50 W18X50 W18X50 W18X50 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W14X22 W10X12 W10X12 W10X15 W10X15 W10X15 W10X15 W10X15 1 2 3 4 A B C D E R1 R2 a1 a2 a3 a4 a5 a6 a7 a8 a9 1 S6.1 1 1 1 1 1 W10X15 W10X15 W10X15 W10X15 W10X15 W8X10 (29' - 9") W8X10 (29' - 9") HSS8X8X1/2 (29' - 9") HSS8X8X1/2 (29' - 9") HSS8X8X1/2 (29' - 9") HSS8X8X1/2 (29' - 9") W10X15 W10X15 W10X15 W18X35 W21X48 (30' - 9 3/4") HSS12X8X5/8 (31' - 0") B9 B6 C5 5 6 2 S3.2 HSS12X8X1/2 (29' - 9") HSS12X8X1/2 (29' - 9") W18X35 (29' - 5 7/8") W14X22 (29' - 9") W10X15 W12X19 W18X35 W16X31 1 1 1 1 W21X48 (30' - 9 3/4") SLOPE UP SLOPE UP HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 1 S5.1 TYP 1 S5.1 TYP W14X22 W14X22 HSS12X8X5/8 (22' - 3") HSS8X8X1/2 (22' - 3") HSS12X8X5/8 (22' - 3") HSS8X8X1/2 (22' - 3") W10X12 W14X22 W10X15 W8X10 (29' - 9") W8X10 (29' - 9") W8X10 (29' - 9") 30' - 3 1/8" 31' - 0 1/2" 30' - 5 7/8" 30' - 8" 30' - 9 3/4" 30' - 11" 31' - 0" 30' - 4 1/8" 29' - 10" 30' - 1 1/2" 30' - 2 7/8" 30' - 4 1/8" 30' - 4 7/8" 30' - 5 1/2" 6' - 1 3/8" W10X15 4 TYP 4 TYP A40 B40 A40 A40 B40 A40 B40 B40 B40 B40 A40 B40 A40 A40 A25 A25 M2 A21 A21 M2 A20 A20 A21 A21 A10 A10 A10 A10 A25 A25 1. REFER TO GENERAL STRUCTURAL NOTES AND PROJECT SPECIFICATIONS FOR DEFINITION OF SYMBOLS, ABBREVIATIONS, AND OTHER INFORMATION AND CRITERIA NOT SHOWN ON PLAN. 2. FRAMING SHALL BE EQUALLY SPACED BETWEEN COLUMN BAYS UNLESS OTHERWISE NOTED OR DIMENSIONED ON PLAN. 3. COORDINATE FINAL SIZE AND LOCATION OF ROOF PENETRATIONS AND OPENINGS WITH THE APPROPRIATE MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS. PROVIDE ADDITIONAL FRAMING / STRUCTURAL REINFORCEMENT FOR OPENINGS IN METAL ROOF DECK PER DETAIL. 4. MECHANICAL EQUIPMENT WEIGHT SHOWN ON PLANS IS PRESUMED OPERATING WEIGHT. NOTIFY ENGINEER IMMEDIATELY IF WEIGHT OF FINAL EQUIPMENT SELECTIONS EXCEED THOSE INDICATED ON PLAN. FRAMING PLAN NOTES FRAMING KEY NOTES TYPICAL ROOF CONSTRUCTION: 1 1/2" 20 GAGE WIDE-RIB (TYPE B) GALVANIZED STEEL ROOF DECK. REFER TO PLAN FOR INTENDED DECK SPAN DIRECTIONS. REFER TO DETAIL X/SX.X FOR DECK ATTACHMENT. EXTERIOR WALL (6" MINIMUM EXTERIOR COLD-FORMED METAL STUD WALL OR PRE-ENGINEERED STOREFRONT). SUBMIT SIGNED & SEALED SHOP DRAWINGS FOR REVIEW. PRE-ENGINEERED METAL STAIRS AND LANDINGS. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS. SUBMIT SIGNED & SEALED SHOP DRAWINGS FOR REVIEW. PRE-ENGINEERED CANOPY AND COLUMNS BY DELEGATED ENGINEER. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS. SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR REVIEW. 1 2 3 VARIES SEE PLAN T/STEEL 4 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S2.3 ROOF FRAMING PLAN 21-003.C JRM 1/8" = 1'-0" S2.3 ROOF FRAMING PLAN 1 NO. DATE REMARKS 1. REFER TO GENERAL STRUCTURAL NOTES AND PROJECT SPECIFICATIONS FOR DEFINITION OF SYMBOLS, ABBREVIATIONS, AND OTHER INFORMATION AND CRITERIA NOT SHOWN ON PLAN. 2. FRAMING SHALL BE EQUALLY SPACED BETWEEN COLUMN BAYS UNLESS OTHERWISE NOTED OR DIMENSIONED ON PLAN. 3. COORDINATE FINAL SIZE AND LOCATION OF ROOF PENETRATIONS AND OPENINGS WITH THE APPROPRIATE MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS. PROVIDE ADDITIONAL FRAMING / STRUCTURAL REINFORCEMENT FOR OPENINGS IN METAL ROOF DECK PER DETAIL. 4. MECHANICAL EQUIPMENT WEIGHT SHOWN ON PLANS IS PRESUMED OPERATING WEIGHT. NOTIFY ENGINEER IMMEDIATELY IF WEIGHT OF FINAL EQUIPMENT SELECTIONS EXCEED THOSE INDICATED ON PLAN. FRAMING PLAN NOTES FRAMING KEY NOTES TYPICAL ROOF CONSTRUCTION: 1 1/2" 20 GAGE WIDE-RIB (TYPE B) GALVANIZED STEEL ROOF DECK. REFER TO PLAN FOR INTENDED DECK SPAN DIRECTIONS. REFER TO DETAIL X/SX.X FOR DECK ATTACHMENT. EXTERIOR WALL (6" MINIMUM EXTERIOR COLD-FORMED METAL STUD WALL OR PRE-ENGINEERED STOREFRONT). SUBMIT SIGNED & SEALED SHOP DRAWINGS FOR REVIEW. 1 2 VARIES SEE PLAN T/STEEL 2 S3.1 2 S3.3 1 S3.2 1 2 3 4 A B C D E R1 R2 a1 a2 a3 a4 a5 a6 a7 a8 a9 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS12X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 B9 B6 C5 5 6 2 S3.2 HSS8X8X1/2 HSS12X8X1/2 HSS12X8X1/2 HSS12X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS12X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 1 1 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S2.4 HIGH ROOF FRAMING PLAN 21-003.C JRM 1/8" = 1'-0" S2.4 UPPER ROOF 1 NO. DATE REMARKS GRADE 0" LEVEL 2 14' - 6" FOUNDATION -2' - 0" LEVEL 1 6" T/STEEL ROOF 29' - 9" T/STEEL LVL2 14' - 0" 1 MAT FOUNDATION , REF PLAN & SCHEDULE EXISTING WALL FOUNDATION (V.I.F) EXISTING SLAB-ON- GRADE (V.I.F) EXISTING 8" MASONRY WALL 8" MASONRY WALL, REF PLAN & SCHEDULE LIGHT GAGE STUD WALL BY DELEGATED ENGINEER METAL ROOF DECK, REF PLAN STEEL BEAM, REF PLAN STEEL BEAM, REF PLAN GRADE 0" LEVEL 2 14' - 6" ROOF LEVEL 32' - 9" LEVEL 1 6" T/STEEL ROOF 29' - 9" T/STEEL LVL2 14' - 0" UPPER ROOF 38' - 6" S4.2 9 S4.1 4 TYP SLAB-ON-GRADE, REF PLAN STEEL STAIR BY DELEGATED ENGINEER LIGHT GAGE STUD WALL BY DELEGATED ENGINEER STEEL BEAM, REF PLAN STEEL BEAM, REF PLAN STEEL BEAM, REF PLAN STEEL BEAM, REF PLAN STEEL BEAM, REF PLAN STEEL BEAM, REF PLAN STEEL BEAM, REF PLAN STEEL BEAM, REF PLAN STEEL BEAM, REF PLAN METAL ROOF DECK, REF PLAN GRADE 0" LEVEL 2 14' - 6" FOUNDATION -2' - 0" LEVEL 1 6" T/STEEL ROOF 29' - 9" T/STEEL LVL2 14' - 0" 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S3.1 BUILDING SECTIONS 21-003.C JRM 3/8" = 1'-0" S3.1 SECTION 1 3/8" = 1'-0" S3.1 SECTION 2 3/8" = 1'-0" S3.1 SECTION 3 NO. DATE REMARKS GRADE 0" LEVEL 2 14' - 6" FOUNDATION -2' - 0" 2 S3.3 T/STEEL ROOF 29' - 9" T/STEEL LVL2 14' - 0" 5 6 5' - 4 1/2" 4' - 10 7/8" 4' - 10 7/8" 4' - 3 1/8" HSS12X8X5/8 (31' - 0") HSS12X8X1/2 (36' - 6") W8X10 (29' - 9") HSS8X8X1/2 (14' - 9") HSS8X8X1/2 (7' - 9") HSS8X8X1/2 HSS8X8X1/2 6' - 5 13/16" 6' - 5 13/16" 6' - 5 13/16" HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS12X8X1/2 (LLV) (14' - 0") HSS12X8X1/2 HSS8X8X1/2 (7' - 9") GRADE 0" LEVEL 2 14' - 6" FOUNDATION -2' - 0" 2 S3.3 T/STEEL ROOF 29' - 9" T/STEEL LVL2 14' - 0" 5 6 S4.2 1 5' - 4 1/2" 4' - 10 7/8" 4' - 10 7/8" 4' - 3 1/8" HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 W8X10 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 (14' - 9") HSS8X8X1/2 (7' - 9") HSS8X8X1/2 (7' - 9") HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 6' - 5 13/16" 3' - 9 9/16" 2' - 8 1/4" 6' - 5 13/16" 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S3.2 BUILDING SECTIONS 21-003.C JRM 3/8" = 1'-0" S3.2 SECTION 1 NO. DATE REMARKS 3/8" = 1'-0" S3.2 SECTION 2 GRADE 0" LEVEL 2 14' - 6" FOUNDATION -2' - 0" LEVEL 1 6" T/STEEL ROOF 29' - 9" T/STEEL LVL2 14' - 0" C D W14X22 W10X12 CW-2 CW-2 GRADE 0" LEVEL 2 14' - 6" FOUNDATION -2' - 0" ROOF LEVEL 32' - 9" 1 S3.2 T/STEEL ROOF 29' - 9" T/STEEL LVL2 14' - 0" E B9 B6 C5 2 S3.2 17' - 9 15/16" 11' - 8 3/4" 8' - 3 15/16" 9' - 4 3/8" 8' - 5 9/16" HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 W21X48 (30' - 9 3/4") W21X48 (30' - 9 3/4") HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS12X8X1/2 HSS12X8X1/2 HSS8X8X1/2 (7' - 9") HSS8X8X1/2 (7' - 9") HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 S4.2 1 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S3.3 BUILDING SECTIONS 21-003.C JRM 3/8" = 1'-0" S3.3 SECTION 1 3/8" = 1'-0" S3.3 SECTION 2 NO. DATE REMARKS COL BASE PLATE, SEE SCHEDULE COL BLOCKOUT (SEE PLAN) 6" MIN CLR 2'' NON-SHRINK GROUT F1554, 36 KSI THREADED ROD ANCHORS, SEE SCHEDULE HEAVY HEX NUT HOLE, SEE SCHEDULE HEAVY HEX NUT & PL WASHER (T&B), SEE SCHEDULE FOR SIZE FILL SOLID w/ CONCRETE UNO CL I CL I EDGE DISTANCE, SEE SCHED . SEE PLAN T/SLAB SEE PLAN T/FTG 1/4" CLR EDGE DISTANCE, SEE SCHED tw "tw" SAME AS COL THICKNESS TACK NUT TO THREADED ROD SEE PLAN & SCHED FOR SIZE & REINF SEE FTG SCHED CLR 3" CLR 3" 2 11/16" SEE SCHEDULE TO AB 4" CLR 6 9/16" ISOLATION JOINT MATERIAL, SEE ARCH CONTROL JOINT CONTRACTOR OPTION FOR CIRCULAR CONTROL JOINT COLUMN BASE PLATE ANCHORS (6) 2"Ø PL 3"x48"x48" W14 PL 4"x54"x54" W30 MIN WASHER PL SIZE 3 1/4" HOLE DIAMETER 3/4" x 5" BASE PLATE SCHEDULE ANCHOR ROD EDGE DISTANCE 3" PL 2"x20"x20" (4) 1"Ø HSS-8x8 1 7/8" 2" ANCHOR LENGTH 3/8" x 3" NOTES: 1. ANCHOR ROD PROJECTION: MINIMUM LENGTH AS REQUIRED TO ACCOUNT FOR NON-SHRINK GROUT, BASE PLATE THICKNESS, WASHERS/NUT, PLUS 1 1/2" MIN (THREADED LENGTH ABOVE NUT). 2. PLATE WASHER SHALL HAVE STANDARD HOLE, UNO. 3. ALL ANCHOR ROD NUTS SHALL BE "SNUG TIGHTENED" AS DEFINED BY AISC AFTER THE FOOTING CONCRETE HAS A MINIMUM OF 14 (FOURTEEN) DAYS TO CURE. (TYP UNLESS NOTED OTHERWISE). SEE DETAIL SEE DETAIL SEE DETAIL (6) 2"Ø 3 1/4" 3/4" x 5" 3" COL BASE PLATE, SEE SCHEDULE COL BLOCKOUT (SEE PLAN) 6" MIN CLR 2'' NON-SHRINK GROUT F1554, 36 KSI THREADED ROD ANCHORS, SEE SCHEDULE HEAVY HEX NUT HOLE, SEE SCHEDULE HEAVY HEX NUT & PL WASHER (T&B), SEE SCHEDULE FOR SIZE FILL SOLID w/ CONCRETE UNO CL I CL I LONGITUDINAL EDGE DISTANCE, SEE SCHED . SEE PLAN T/SLAB SEE PLAN T/FTG 1/4" CLR TRANSVERSE EDGE DISTANCE, SEE SCHED tw "tw" SAME AS COL WEB THICKNESS TACK NUT TO THREADED ROD SEE PLAN & SCHED FOR SIZE & REINF SEE FTG SCHED CLR 3" CLR 3" 2 11/16" SEE SCHEDULE TO AB 4" CLR 6 3/4" ISOLATION JOINT MATERIAL, SEE ARCH EQ EQ #4 BOT EW @ 12" OC GRADE, SEE ARCH & CIVIL CHAMFER #5 BOT EW @ 12" OC #3 EW @ 8" OC MAX LIMITS OF EQUIPMENT BLDG SLAB LIMITS OF EQUIPMENT CHAMFER EXPANSION JOINT MATERIAL LIMITS OF EQUIPMENT ON SLAB ISOLATED PAD AT GRADE A B C 8" 6" 1' - 0" 6" SEE PLAN 6" 6" 3" CLR 3" CLR UNO 6" CTR PLAN SEE 6" TYP 1'-4" ENGINEER: VERIFY w/ LOCAL CONDITIONS CHAMFER 2 1 EXTERIOR SLAB ON GRADE: SEE ARCH AND OR CIVIL DRAWINGS (TYP) 30" #3 @ 24" OC, STD HK EE NOTE: DEPTH OF TURNED-DOWN SLAB MAY BE INCREASED AS NEEDED TO REST ON TOP OF COLUMN OR WALL FOOTINGS TYP COMPACTED SUBGRADE (TYP) PROVIDE (1) #5 CONT (TYP) 2' - 0" 1' - 4" GLAZING - REF ARCH MESH 2-#5 CONT TOP & BOT CLR 3" CLR 3" TYPICAL SAWCUT CONTROL JOINT TYPICAL CONSTRUCTION JOINT TOOLED OR SAWCUT JOINT. FILLED WITH ELASTOMERIC JOINT MATERIAL KEYWAY CONTINUOUS CONCRETE SLAB SEE PLAN CONCRETE SLAB SEE PLAN T/SLAB EL. SEE PLAN (*) AVAILABLE KEYS MAY VARY. KEYWAY CAN ALSO BE FORMED W/ HALF ROUND MATERIAL OF APPROX. THE SAME DIMENSIONS. CLEAN JOINT & FILL WITH ELASTOMERIC JOINT MATERIAL SLAB REINFORCEMENT TO BE CUT AT KEYWAY NOTE: 1. CJ - INDICATES CONSTRUCTION JOINT. SJ - INDICATES SAW-CUT CONTROL JOINT. 2. CONTROL JOINTS SHALL BE SAWCUT AS SOON AS POSSIBLE WITHOUT RAVELING CONCRETE (4 TO 16 HOURS AFTER PLACEMENT MAX.) 3. JOINT PLACEMENT REQUIREMENTS: FOR ENCLOSED/INTERIOR AREAS. 15'-0" O.C. (MAX.) EACH WAY FOR OUTSIDE/EXTERIOR AREAS. 12'-0" O.C. (MAX.) EACH WAY 4. GENERAL CONTRACTOR IS TO COORDINATE JOINT LOCATIONS WITH FLOOR FINISHES. T/SLAB EL. SEE PLAN S JIS JIS JI C JI 1/8". TO WWF 1/3 d TO WWF 2/3 d COMPACTED SUBGRADE COMPACTED SUBGRADE TO WWF 1/3 d TO WWF 2/3 d SAW-CUT 1" DEEP = CONSTRUCTION JT W/ FORMED METAL KEYWAY (STOP MESH SHORT OF JT) = CONSTRUCTION JT W/ FORMED METAL KEYWAY (STOP MESH SHORT OF JT) FOR SLAB THICKNESS DEPTH "d", SEE PLAN FOR SLAB THICKNESS DEPTH "d", SEE PLAN FTG REINF, SEE SCHED OR DETAILS NOTE: PROVIDE STEEL OR PVC PIPE SLEEVE THRU FOOTING AS REQUIRED. THICKEN FOOTING AND PROVIDE ADDITIONAL REINFORCEMENT SAME SIZE & NUMBER AS FOOTING. PROVIDE ADDITIONAL TIES 3" EACH SIDE OF SLEEVE 1 2 1 2 #5x5'-0" EA FACE COMPACTED SUBGRADE #5x5'-0" EA FACE #5 EA FACE #5 EA FACE COMPACTED SUBGRADE TO MATCH COURSING 8" MIN / 16" MAX 1' - 0" 1' - 0" 5" MIN 6" MIN 8" MIN PIPING GREATER THAN 3'-0" BELOW FOUNDATION DOES NOT REQUIRE INTEGRATION WITH FOUNDATION 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S4.1 FOUNDATION DETAILS AND SECTIONS 21-003.C JRM 3/4" = 1'-0" S4.1 HSS COLUMN/FTG DETAIL 1 3/4" = 1'-0" S4.1 W-COLUMN/FTG DETAIL 2 3/4" = 1'-0" S4.1 TYP EQUIPMENT SUPPORT PADS 3 3/4" = 1'-0" S4.1 TYPICAL SLAB EDGE @ GLAZING DETAIL 4 3/4" = 1'-0" S4.1 TYPICAL SLAB CONSTRUCTION/CONTROL JOINTS 5 3/4" = 1'-0" S4.1 SLEEVED FTG DETAIL 6 NO. DATE REMARKS ELEVATOR EQUIPMENT AND ACCESSORIES: INSTALLED BY ELEVATOR MANUFACTURER / SUPPLIER (TYP) CFMF WALLS BY DELEGATED ENGINEER (BEYOND), SEE PLAN (TYP) 2x4 KEYWAY CONT WITH WATER STOP(TYP) "SUMP PIT" AS REQUIRED BY ELEVATOR MANUFACTURER/ SUPPLIER, REINFORCED WITH (3)-#5's EACH WAY, BOTTOM. (1" GRATING COVER W/RECESSED ANGLE FRAME: L1x1x1/8 GENERAL CONTRACTOR TO COORD. w/ ELEVATOR MANUF'S APPROVED SHOP DRAWINGS T/SLAB SEE PLAN CLR 3" 2x4 KEYWAY CONT WITH WATER STOP(TYP) CFMF WALLS BY DELEGATED ENGINEER, SEE PLAN CLR 3" CLR 3" SLAB ON GRADE, SEE PLAN FOR SIZE AND REINF'G (TYP) SLAB ON GRADE, SEE PLAN FOR SIZE AND REINF'G (TYP) FOR ADD'L REINF'G SEE DETAIL 2/S-201 "PISTON BLOCKOUT" 1'-4" MIN MIN 1' - 0" 10" THICK CONCRETE WALL BELOW GRADE, REINFORCED WITH (2) LAYERS OF #6 BARS @ 12" OC EACH WAY ELEVATOR FOUNDATION, REF PLAN AND SCHEDULE (COORD W/ ELEVATION SHOP DRAWINGS, TYP) 5'-0" MAX 1 3-#5 w/ STD HOOK 2 TURN WALL FOOTING DOWN AT ELEVATOR PIT FOOTING ELEVATOR WALL REINF, SEE ELEVATOR SECT EXPANSION JOINT MATERIAL SEE PLAN T/SLAB SEE PLAN T/FTG SEE PLAN T/FTG 8" TYP ELEVATOR PIT MAT, SEE PIT SECTION ONE CENTER BAR IN MASONRY 2"x4" KEYWAY TYP HORIZ REINF OUTSIDE CORNER BARS SAME SIZE & QUANTITY AS HORIZ REINF CORNERS INTERSECTIONS 0" TYP HOOK STD LAP TYP HORIZ REINF LAP LAP SAW CUT CONTRACTION OR CONSTRUCTION JOINTS EDGE OF SLAB COLUMN SEE PLAN FOR SIZE 2'-6"X2'-6" ISOLATION JOINT WITH PREFORMED JOINT FILLER AT COLUMN SAW CUT CONTRACTION OR CONSTRUCTION JOINTS ISOLATION JOINT WITH PREFORMED JOINT FILLER AT COLUMN 2'-6" TYP 2'-6" TYP YY XX (2)-#5 x 3'-0" (2" BELOW TOP OF SLAB) @ EACH CORNER (TYP) TYP 2" CONTROL JOINT, SEE PLAN STEEL COLUMN S JIS JIS JI S JIS JIS JI S JIS JIS JI CONSTRUCTION JOINT w/JOINT FILLER 1 2 SF DESIGNATED BY SF ON PLAN FTG REINF, SEE SCHED OR DETAILS ADDL REINF SAME SIZE & NO AS FTG REINF COMPACTED SUBGRADE 2'-0" MAX 8" MIN 1' - 0" PER SCHED LAP PER SCHED LAP LOCATE STEPS AT 8'-0" OC MINIMUM UNLESS NOTED OTHERWISE AND ALIGN WITH BLOCK INCREMENTS. LOCATE AT WALL CONTROL JOINTS IF POSSIBLE. #3 @ 24" OC, STD HOOK EE COMPACTED SUBGRADE MESH GRADE, SEE CIVIL SEE PLAN T/SLAB 2-#5 CONT 2 1 1' - 0" MIN 6" 8" CLR 3" 4" 2" CONTRACTION OR CONSTRUCTION JOINT (2) #4 x 4'-0" IN TOP 1/3 OF SLAB ALTERNATE LOCATION OF CONTRACTION OR CONSTRUCTION JOINT COMPACTED FILL CLR. 3" CLR. 3" 1' - 4" SLAB ON GRADE: SEE PLAN FOR SIZE AND REINF'G. (TYP) (2)-#5 CONT AND #4 @ 18" O.C. TRANSVERSE. SEE PLAN T/SLAB 1' - 4" 1 1 PRE-ENGINEERED METAL STAIR: SEE ARCH AND APPROVED STAIR MANUFACTURER / SUPPLIERS SHOP DWG'S. FOR EXACT LOCATIONS CONFIGURATION AND ATTACHMENT TO SLAB. (TYP.) SEE ARCH'L. DRAWINGS FOR RISE, RUN, NOSING DIMENSIONS AND HANDRAIL DETAILS 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S4.2 FOUNDATION DETAILS AND SECTIONS 21-003.C JRM 3/4" = 1'-0" S4.2 TYPICAL ELEVATOR PIT DETAIL 1 3/4" = 1'-0" S4.2 TURNED DOWN FTG AT ELEVATOR 2 3/4" = 1'-0" S4.2 TYP HORIZ REINF IN BEAMS, WALLS AND FTGS 3 3/4" = 1'-0" S4.2 TYP. S.O.G. SECTION JOINT DETAILS @ COLUMNS 4 3/4" = 1'-0" S4.2 TYPICAL ADDITIONAL SLAB REINFORCING AT COLUMNS 5 3/4" = 1'-0" S4.2 TYP STEPPED FOOTING DETAIL 6 3/4" = 1'-0" S4.2 TYP SLAB EDGE DETAIL 7 3/4" = 1'-0" S4.2 TYP SLAB ON GRADE JOINT AT RE-ENTANT CORNER 8 3/4" = 1'-0" S4.2 TYPICAL PRE-ENGINEERED STAIR BASE 9 NO. DATE REMARKS PROVIDE STEEL PIPE SLEEVE AT ALL MEP PIPE THRU WALL, DROP FOOTING AS REQUIRED, CONTRACTOR TO COORDINATE. DO NOT EXCAVATE UNDER EXIST FOOTING TO INSTALL PLUMBING VERT REINF IN GROUTED CELLS w/ LAP @ T/SLAB & MATCHING DOWEL, SEE PLAN FOR LOCATIONS. CUT OUT FACE SHELL OF BLOCK FOR CLEAN- OUT & INSPECTION HOLE LOCATE CENTER BARS TO MATCH DOWEL POSITION ALL DOWELS TO BE TIED IN PLACE BEFORE PLACING CONC SEE PLAN T/FTG GRADE JOINT MATERIAL, SEE ARCH COMPACTED SUBGRADE SEE PLAN T/SLAB HORIZ JOINT REINF @ 16" OC SCHED SEE CLR 3" CLR 3" SEE PLAN & SCHED WALL FOOTING EQ EQ TIES, WHERE SCHEDULED CONCRETE SLAB ON GRADE - SEE PLAN NOTE: PROVIDE BAR POSITIONERS AS INDICATED IN GENERAL NOTES GROUT ALL CELLS BELOW GRADE SOLID GROUT ALL CELLS BELOW GRADE SOLID CMU WALL SEE PLAN (2) #5 CONT EXTERIOR SLAB OR GRADE, SEE ARCH 1/2" EXP. JT. MAT'L CMU WALL SEE PLAN LINTEL SEE SCHEDULE WALL BEYOND CONC. SLAB SEE PLAN FOR SLAB REINF DOWELS TO MATCH WALL REINF FOOTING, SEE PLAN AND SCHED SLAB STEP OPTION SEE PLAN T/SLAB #5 AT12" OC 30" SEE ARCH 1/2" 0". DOWEL BAR w/ 2'-0" HOOK AT ENDS, ALTERNATE DIRECTIONS HORIZ JOINT REINF @ 16" OC VERTICALLY GRADE (2) #5 CONT IN GROUT FILLED KNOCK-OUT BLOCK COURSE #_ @ __" OC VERTICAL REINFORCING CENTERED IN GROUT FILLED CELL w/ LAP AT MATCHING DOWEL. SEE PLAN FOR LOCATIONS. CUT OUT FACE SHELL OF BLOCK FOR CLEAN-OUT & INSPECTION HOLE. SEE PLAN T/FTG SEE PLAN T/WALL EQ AND SCHED SEE PLAN EQ WALL FTG, SEE PLAN & SCHED SCHED SEE LAP, SEE SCHED 3" CLR 3" CLR 2" CLR PROVIDE STL PIPE SLEEVE AT ALL MECH PIPE THRU WALL, CONTR COORDINATE. DO NOT EXCAVATE UNDER EXIST FTG TO INSTALL PLUMBING LOCATE BARS TO MATCH DWL POSITION ALL DWLS TO BE TIED IN PLACE BEFORE PLACING CONC SEE PLAN T/FTG SEE PLAN JT MATERIAL, SEE ARCH SEE PLAN T/SLAB CONCRETE SLAB, SEE PLAN COMPACTED SUBGRADE PLAN SEE CONCRETE SLAB, SEE PLAN CLR 2" CLR 3" CONCRETE WALL, SEE PLAN FOR SIZE AND SPACING OF REINFORCING SEE SCHED LAP SPLICE DOWELS TO MATCH WALL REINFORCING CLR 1 1/2" CLR 1 1/2" PROVIDE STL PIPE SLEEVE AT ALL MECH PIPE THRU WALL, CONTR COORDINATE. DO NOT EXCAVATE UNDER EXIST FTG TO INSTALL PLUMBING LOCATE BARS TO MATCH DWL POSITION ALL DWLS TO BE TIED IN PLACE BEFORE PLACING CONC SEE PLAN T/FTG SEE PLAN CONCRETE WALL, SEE PLAN FOR SIZE AND SPACING OF REINFORCING JT MATERIAL, SEE ARCH SEE PLAN T/SLAB CONCRETE SLAB, SEE PLAN GRADE COMPACTED SUBGRADE SEE PLAN CLR 2" CLR 3" CLR 3" PLAN SEE SEE SCHED LAP SPLICE DOWELS TO MATCH WALL REINFORCING CLR 1 1/2" CLR 1 1/2" ALL DWLS TO BE TIED IN PLACE BEFORE PLACING CONC SEE PLAN T/FTG PLAN SEE PLAN SEE CLR 2" CLR 3" CONCRETE WALL, SEE PLAN FOR SIZE AND SPACING OF REINFORCING DOWELS TO MATCH WALL REINFORCING SEE SCHEDULE LAP SPLICE CONCRETE WALL, SEE PLAN FOR SIZE AND SPACING OF REINFORCING ALL DWLS TO BE TIED IN PLACE BEFORE PLACING CONC SEE PLAN T/FTG PLAN SEE PLAN SEE SEE PLAN GRADE CLR 2" DOWELS TO MATCH WALL REINFORCING CLR 3" CLR 3" SEE SCHEDULE LAP SPLICE 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S4.3 FOUNDATION DETAILS AND SECTIONS 21-003.C JRM NO. DATE REMARKS 3/4" = 1'-0" S4.3 EXT BLOCK WALL AT FTG 1 3/4" = 1'-0" S4.3 TYP SECTION @ CMU STEM @ EXT OPENING 2 3/4" = 1'-0" S4.3 SCREEN WALL SECTION 3 3/4" = 1'-0" S4.3 INT CONCRETE WALL AT FTG 5 3/4" = 1'-0" S4.3 EXT CONCRETE WALL AT FTG 4 3/4" = 1'-0" S4.3 INT CONCRETE WALL AT FTG 7 3/4" = 1'-0" S4.3 EXT CONCRETE WALL AT FTG 6 PROVIDE STL PIPE SLEEVE AT ALL MECH PIPE THRU WALL, CONTR COORDINATE. DO NOT EXCAVATE UNDER EXIST FTG TO INSTALL PLUMBING LOCATE BARS TO MATCH DWL POSITION ALL DWLS TO BE TIED IN PLACE BEFORE PLACING CONC SEE PLAN T/FTG SEE PLAN SEE PLAN T/SLAB CONCRETE SLAB, SEE PLAN GRADE COMPACTED SUBGRADE 2' - 0" CLR 2" CLR 3" CLR 3" WALL BEYOND #5 AT 12 OC CONCRETE WALL, SEE PLAN MAT FOUNDATION, SEE PLAN FOR SIZE AND SPACING OF REINFORCING CLR 1 1/2" CLR 1 1/2" 30" DOWELS TO MATCH WALL REINFORCING 2-#5 CONT PROVIDE STL PIPE SLEEVE AT ALL MECH PIPE THRU WALL, CONTR COORDINATE. DO NOT EXCAVATE UNDER EXIST FTG TO INSTALL PLUMBING LOCATE BARS TO MATCH DWL POSITION ALL DWLS TO BE TIED IN PLACE BEFORE PLACING CONC SEE PLAN T/FTG SEE PLAN SEE PLAN T/SLAB CONCRETE SLAB, SEE PLAN COMPACTED SUBGRADE CLR 2" CLR 3" #5 AT 12" OC x 5'-0" LONG AT OPENINGS (2 BAR MIN) (2) #5 CONT WALL BEYOND CONCRETE WALL, SEE PLAN MAT FOUNDATION, SEE PLAN FOR SIZE AND SPACING OF REINFORCING CLR 1 1/2" CLR 1 1/2" DOWELS TO MATCH WALL REINFORCING FOUNDATION, REF SCHEDULE FOR SIZE & REINF #4 @ 12'' OC 8" CONC WALL REINF W/ #5 @ 12" OC EA WAY CONT 2x4 KEYWAY @ CONST JOINT CONC SLAB, SEE PLAN 24" 24" 1-#5 CONT SLAB OR GRADE, SEE CIVIL SEE PLAN T/FTG SEE PLAN T/SLAB WIDTH THICKNESS EQ EQ 8" 8" 5'-0" MAX 2'-0" MIN EQ EQ 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S4.4 FOUNDATION DETAILS AND SECTIONS 21-003.C JRM NO. DATE REMARKS 3/4" = 1'-0" S4.4 SECTION AT EXT OPENING 1 3/4" = 1'-0" S4.4 SECTION AT INT OPENING 2 3/4" = 1'-0" S4.4 ELEVATED EXTERIOR SLAB 3 VERTICAL DOWEL (FROM FOUNDATION) SIZE AND LOCATION TO MATCH THAT OF MASONRY WALL REINFORCING. NOTE: COORDINATE ALL MASONRY OPENING SIZES, LOCATIONS AND ELEVATIONS WITH ARCH'L. DRAWINGS. (TYP.) PRECAST "U" LINTEL OVER ALL MASONRY OPENINGS, SEE "LINTEL SCHEDULE" DETAIL X/SX.XX FOR SIZE AND REINFORCING INFORMATION. (TYP.) HORIZONTAL REINFORCING: SEE "LINTEL SCHEDULE" FOR SIZE. (EXTEND 2'-0" MIN. BEYOND EACH SIDE OF MASONRY OPENING - GROUT FILL SOLID HORIZ. CELLS) TYP. MASONRY WALL REINFORCING: (VERT.) SEE PLAN FOR SIZE AND LOCATION INFORMATION. (TYP.) EXTENT TO UPPERMOST BM OR T/PARAPET UNO. MASONRY OPENING (TYP.) 2' - 0" (TYP.) 2' - 0" SEE PLAN T/CONC SLAB COORD w/ ARCH DWGS B/PRECAST "U" LINTEL MASONRY OPENING HORIZONTAL REINFORCING: SAME AS THAT WHICH IS TO BE PROVIDED IN PRECAST "U" LINTEL (ABOVE) SEE "LINTEL SCHEDULE" FOR SIZE, SET IN KNOCK-OUT BLOCK LINTEL COURSE, FILLED SOLID. (TYP.) NOTE: COORDINATE ALL MASONRY OPENING SIZES, LOCATIONS AND ELEVATIONS WITH ARCH'L. DRAWINGS. (TYP.) PRECAST "U" LINTEL OVER ALL MASONRY OPENINGS, SEE "LINTEL SCHEDULE" DETAIL X/SX.XX FOR SIZE AND REINFORCING INFORMATION. (TYP.) HORIZONTAL REINFORCING: SEE "LINTEL SCHEDULE" FOR SIZE. (EXTEND 2'-0" MIN. BEYOND EACH SIDE OF MASONRY OPENING - GROUT FILL SOLID HORIZ. CELLS) TYP. MASONRY WALL REINFORCING: (VERT.) SEE PLAN FOR SIZE AND LOCATION INFORMATION. (TYP.) EXTENT TO UPPERMOST BM OR T/PARAPET UNO. (TYP.) 2' - 0" (TYP.) 2' - 0" COORD w/ ARCH DWGS B/PRECAST "U" LINTEL COORD w/ ARCH DWGS T/MASONRY OPENING DWGS MB-3 MB-2 MB-1 REMARK MARK MB-1 LENGTH (L) 2' -10"< L < 5"-10" 5' -10"< L < 14'-0" 14' -0"< L < 16'-0" CAST-CRETE MARK MB-2 MB-3 8F16-2B/OT PRECAST 8F16-2B/2T PRECAST 8F16-2B/2T PRESTRESSED 1. PROVIDE MASONRY LINTEL OVER ALL OPENINGS. IF NO LINTEL IS SPECIFIED, PROVIDE MB-2. 2. PROVIDE MINIMUM END BEARING OF 8". CUT OUT BOTTOM OF LINTEL AT END TO ALLOW CONTINUATION OF FILLED CELL REINFORCING. 3. MASONRY LINTEL SUBSTITUTIONS MUST PROVIDE EQUIVALENT OR BETTER CAPACITIES AND MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO INSTALLATION. GROUTED SOLID. (TYP.) PROVIDE (2) ADDITIONAL #5's CONT. (TYP.) "U" SHAPED PRECAST CONCRETE LINTEL. CONT. KNOCK-OUT BLOCK COURSE REINFORCED W/ (2)-#5's CONT. GROUT COURSE SOLID (TYP.) GROUTED SOLID. (TYP.) PROVIDE (2) ADDITIONAL # 5's CONT. (TYP.) "U" SHAPED PRESTRESSED CONCRETE LINTEL. NOTE: SHORE PRECAST "U" LINTELS PER MANUFACTURERS RECOMMENDATIONS CONT. KNOCK-OUT BLOCK COURSE REINFORCED W/ (2)-#5's CONT. GROUT COURSE SOLID (TYP.) "U" SHAPED PRECAST CONCRETE LINTEL. GROUTED SOLID. (TYP.) PROVIDE (2) ADDITIONAL # 5's CONT. (TYP.) MASONRY LINTEL SCHEDULE (CAST-CRETE LINTEL) NOTES: 1. TYPICAL WIRE LADDER REINFORCEMENT FOR ALL C.M.U. WALLS SPACED @ 16" O.C. VERTICALLY. PROVIDE ADDITIONAL LAYERS ABOVE AND BELOW WINDOW AND DOOR OPENINGS. 2. SEE PLAN FOR SIZE AND SPACING OF VERT. REINF. BARS. 3. USE PREFABRICATED L-SHAPED WIRE SEGMENTS AT WALL INTERSECTIONS. 4. TERMINATE HORZ. WIRE REINFORCING AT CONTROL JOINTS. 9 GA. WIRE LADDER REINFORCING VERTICAL BARS IN GROUT FILLED CELLS. TYPICAL AT CORNERS, INTERSECTIONS, EACH SIDE OF WALL OPENINGS, AND AT WALL TERMINATIONS. TWO REINFORCED CELLS AT WALL TERMINATIONS, AND JAMBS AT OPENINGS 7'-0" OR WIDER. MIN. SPLICE 6" MASONRY CONTROL JOINT @ TEE INTERSECTIONS, TYP. U.N.O. AT TIE BM/BM 1" MJ 3/8" JOINT TIE BEAM REINF CONTINUES THROUGH JOINT 3/8"x1" (VERT) JOINT AT EACH SIDE OF CONC TIE BEAM AT BOND BEAM M.J. KEEP JOINT FREE OF DEBRIS DURING CONSTRUCTION TYP PREFORMED JOINT FILLER AS REQUIRED, SEE ARCH STOP "DUR-O-WAL" ON EACH SIDE OF JOINT TYP. STOP REINFORCING IN KNOCK-OUT BOND BEAM TYP SEALANT AND BACK-UP ROD PER ARCH DETAILS SEALANT AND BACKER ROD PER ARCH DETAILS PREFORMED JOINT FILLER AS REQUIRED, SEE ARCH MJ REINF FILLED CELL EACH SIDE OF JOINT w/(1) BAR EQUAL TO TYP WALL REINFORCING SPACING FOR CONTROL JOINT AT FOUNDATION 15/16" 7/8" 7/8" 3/8" JOINT 7/8" 3/8" JOINT (2) COURSE CMU BOND BEAM REINF w/ (2) #6 EACH COURSE, TYPICAL AT EACH FRAMING LEVEL & TOP OF CMU WALLS PLACE METAL LATH OR WIRE SCREEN OVER CORES NOT TO BE FILLED (SHEET METAL AND FELT PROHIBITED) VERTICAL REINFORCING W/ MATCHING DOWELS IN FOUNDATION. SEE PLAN FOR SIZE AND LOCATION. EXTENT TO UPPERMOST BM OR T/PARAPET UNO. GROUT FILLED CELL NOTE: PROVIDE ALL CLEAN OUTS ON OPPOSITE SIDE OF VIEW, WHERE EXPOSED. SET FIRST COURSE IN FULL MORTAR BEDDING CLEAN OUT OPENINGS AT GROUT FILLED CELL LOCATIONS FOUNDATION, SEE PLAN MASONRY UNITS MORTAR ACROSS WEBS ADJACENT TO FILLED CELLS (2) #4 HORIZ. IN GROUT FILLED BOND BEAM CORSE SPACED AT 48" OC MX VERTICALLY WITH METAL LATH IN MORTAR JOINT BELOW. A CLOSED BOTTOM U-BLOCK COURSE IS ACCEPTABLE WITHOUT LATH. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S4.5 MASONRY DETAILS AND SECTIONS 21-003.C JRM NO. DATE REMARKS 3/4" = 1'-0" S4.5 TYPICAL REINFORCING AT MASONRY (DOOR) OPENINGS 1 3/4" = 1'-0" S4.5 TYPICAL REINFORCING AT MASONRY OPENINGS 2 3/4" = 1'-0" S4.5 MASONRY LINTEL SCHEDULE 4 3/4" = 1'-0" S4.5 TYPICAL HORIZ. WALL REINF'G / VERT. CORNER REIN'G 5 3/4" = 1'-0" S4.5 TYPICAL MASONRY JOINT DETAILS 3 3/4" = 1'-0" S4.5 TYPICAL MASONRY WALL CONSTRUCTION 6 NOTE: REFER TO SHEAR WALL PLANS FOR ADDITIONAL INFO. TYP. CLASS "B" TENSION LAP HORIZONTAL WALL REINFORCING, PER PLANS HORIZONTAL SHEAR WALL REINFORCING HORIZONTAL WALL REINFORCING, PER PLANS ADDITIONAL REINFORCING OVER OPENING PER TYPICAL DETAIL VERTICAL WALL REINF PER PLANS FLOOR SLAB TYP., SEE PLAN 2 #5 5'-0" DIAGONAL AT TOP OF OPENING, EA SIDE ADDITIONAL REINFORCING EACH SIDE OF OPENING PER TYPICAL DETAIL TYPICAL REINFORCING PROVIDE 1/2 OF INTERRUPTED REINFORCEMENT PLUS ONE ADDITIONAL BAR OF SAME SIZE AS INTERRUPTED REINFORCEMENT ON EACH SIDE OF OPENING. UNLESS NOTED OTHERWISE ON ELEVATIONS. 2 #4 x 5'-0" L @ CORNERS TYPICAL REINFORCING 1 1/2" CLR. 2" 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S4.6 CONCRETE DETAILS AND SECTIONS 21-003.C JRM NO. DATE REMARKS 3/4" = 1'-0" S4.6 TYPICAL CONCRETE WALL OPENING DETAIL 1 3/4" = 1'-0" S4.6 ADD'L REINFORCING AT OPENING IN CONCRETE WALL 2 BEAM W14, W16 ANGLE SIZE (2) L-3 1/2"x3 1/2"x5/16"x0'-9" "N" BOLTS EA LEG (3) 3/4"Ø A325-N BEAM TO BEAM OR BEAM TO COLUMN SHEAR CONNECTIONS W18 (2) L-3 1/2"x3 1/2"x5/16"x1'-0" (4) 3/4"Ø A325-N (4) 3/4"Ø A325-N (2) L-3 1/2"x3 1/2"x5/16"x1'-0" W21 "N" 3/4"Ø A325-N BOLTS COPE TOP FLG BEAM TO COLUMN BEAM TO BEAM W10 (2) L-3 1/2"x3 1/2"x5/16"x0'-6" (2) 3/4"Ø A325-N 1/2" CLR 3" TYP 3" TYP 1 1/2" TYP SEE PLAN T/BM W24 W27 W30 1/4" BENT PLATE 1/2"Ø x4" LG HSA @ 2'-0" OC MIN DECK BRG 2" CONC SLAB ON STEEL DECK, SEE PLAN W-BM, SEE PLAN BEAM WWF, SEE PLAN SEE PLAN 5" SHEAR CONNECTOR, SEE PLAN _________ 2" SLAB BOLSTER UNDER WWF 4" UNO STEEL DECK DIRECTION, SEE PLAN 1" CL I SEE PLAN T/SLAB 3/16 2-16 BENT PL TO BEAM STEEL BEAM, SEE PLAN FOR SIZE #4 @ 12" OC TOP ( UNO IN SECTION OR PLAN ) METAL DECK, SEE PLAN FOR ORIENTATION SEE PLAN SEE PLAN x x x x 2' - 0" x x x 1 - #4 CONT 1 - #4 CONT 1/4" BENT PL 1@12 SHOP WELD OPTIONAL DECK SPAN OPEN OPEN C5x6.7 W10x12 W10x12 C5x6.7 W10x12 C5x6.7 STEEL BEAM: (MAIN FRAMING) SEE PLAN STEEL BEAM: (MAIN FRAMING) SEE PLAN NOTES: 1. THESE DETAILS APPLY FOR THRU SLAB OPENINGS WHERE DIMENSION IS UP TO 8'-0" (MAX.) (OPENING EDGE TO OPENING EDGE). DIMENSION OF THRU SLAB OPENINGS IN THE DIRECTION PERPENDICULAR TO METAL DECK SPAN. COORDINATE EXACT SIZE, LOCATION, AND QUANTITY REQUIRED OF THRU SLAB OPENINGS WITH ARCHITECTURAL AND / OR AFFECTED TRADES DRAWINGS. 2. THRU SLAB OPENINGS SHOWN HERE ARE OF VARIOUS SIZES AND LOCATIONS (MAX SIZE PER NOTE 1). FOR THRU SLAB OPENINGS GREATER THAN 8'-0" SEE PLANS AND ADDITIONAL SECTIONS FOR FRAMING AND INFORMATION. FOR THRU SLAB OPENINGS LESS THAN OR EQUAL TO 8'-0" AND WHERE "BEAM" SIZE AT OPENING IS NOT INDICATED ON PLAN, PROVIDE MIN W10x12 3. METAL DECK MANUFACTURER / SUPPLIER IS TO PROVIDE 14 GAGE (GALV.) METAL CLOSURE EDGE ALONG THRU SLAB OPENING EDGES UNLESS OTHER- WISE NOTED IN SECTIONS / DETAILS. 1" (TYP.) 1" (TYP.) 3" (TYP.) 3" (TYP.) SEE PLAN NOTE: 1 NOTE: 1 STEEL BEAM (MAIN FRAMING) SEE PLAN 1 1/2" 2' - 1" 1 1/2" 1' - 3 3/4" 3' - 4" 3/4" 8 3/4" 3/4" W-BM, SEE PLAN WWF, SEE PLAN BEAM MIN DECK BRG 1 1/2" CONC SLAB ON STEEL DECK, SEE PLAN 1/2"Øx4" LG HSA @ 2'-0" OC 1/4" BENT PLATE SEE PLAN #5 "U" BAR @ 2'-0" OC MAX 12" 5'-8" CFMF EXTERIOR WALL BY DELEGATED ENGINEER, SEE PLAN (2) COURSE BOND BEAM w/ 1-# 5 CONT EACH COURSE 1 1/2" 2" SLAB BOLSTER UNDER WWF PL-1/4"x4"x12"xCONT w/ 1/2"Ø WEDGE BOLTS @ 2'-0" OC CL I (MAX) 3' - 0" SEE PLAN T/SLAB 3/16 2-16 3/16 STIFF PL-3/8"x3" TOP & BOT W-BM, SEE PLAN W-COL, SEE PLAN SEE ____FOR SHEAR CONN GUSSET PL-1/2"x3x0'-3" TYP @ JOIST BRG REMOVE BACKING BAR, BACKGOUGE ROOT AND FILL w/ REINF FILLET WELD - TYP SEE PLAN T/BM 1/4 TYP TYP EA FLG (PROVIDE RUN-OFF TAB, REMOVE AFTER WELDING) SHEAR TAB CONN, SEE ___________ FOR ADDL INFO MAIN (BACK) SPAN BM CANTILEVER SPAN SUPPORTING BEAM 1.5 x bf bf CONTINUITY PLATE WHEN SUPPORTED BEAM DEPTH IS LESS THAN SUPPORTING BEAM DEPTH NOTES: FILLET WELD SIZE SHALL BE MAXIMUM SIZE PER AISC SPEC 360-05, J.2.2b. FILLET WELD LENGTH SHALL BE TWICE THE FLANGE WIDTH OF THE CANTILEVERED BEAM. CL I 1 2 1 2 TYP 1/4" CAP PLATE L2x2x1/4 x TUBE DEPTH - 3/4" PL 1/4x4" x TUBE DEPTH - 3/4" MAX 1/2" CORNER CONN L2x2x1/4 EA SIDE 1/2" 1/2" TUBE TO TUBE MAX 1/4" L2x2x1/4 x TUBE WIDTH -3/4" TUBE TO COLUMN 3/16 TYP 3/16 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S5.1 FLOOR FRAMING DETAILS AND SECTIONS 21-003.C JRM 3/4" = 1'-0" S5.1 BEAM TO COL & BEAM TO BEAM CONN 1 1 1/2" = 1'-0" S5.1 TYP SLAB EDGE AT STEEL BM 2 3/4" = 1'-0" S5.1 TYP EDGE OF SLAB AT INTERIOR 4 3/4" = 1'-0" S5.1 TYPICAL ADD'L FRAMING FOR SLAB OPENINGS (UP TO 8'-0") 3 3/4" = 1'-0" S5.1 CFMF BRG AT FLOOR SLAB 5 NO. DATE REMARKS 3/4" = 1'-0" S5.1 BEAM TO COLUMN MOMENT CONN 6 1 1/2" = 1'-0" S5.1 MOMENT CONN TO BEAM 7 1 1/2" = 1'-0" S5.1 TYPICAL TUBE TO TUBE CONNECTION 8 LEVEL 2 14' - 6" T/STEEL LVL2 14' - 0" LEVEL 2 14' - 6" T/STEEL LVL2 14' - 0" LEVEL 2 14' - 6" T/STEEL LVL2 14' - 0" 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S5.2 FLOOR FRAMING DETAILS AND SECTIONS 21-003.C JRM 3/4" = 1'-0" S5.2 2ND FLOOR OVERHANG SECTION 1 3/4" = 1'-0" S5.2 EAST BALCONY SECTION 2 3/4" = 1'-0" S5.2 SOUTH BALCONY SECTION 3 NO. DATE REMARKS ROOF LEVEL 32' - 9" T/STEEL ROOF 29' - 9" C5 2 S3.2 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 SH TL NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S6.1 ROOF FRAMING DETAILS AND SECTIONS 21-003.C JRM 3/4" = 1'-0" S6.1 SECTION AT ELEVATOR HOIST BEAM 1 NO. DATE REMARKS PROJECT SPECIFIC INFORMATION PROJECT NUMBER: SUBMITTAL NUMBER: SUBMITTAL DATE: PROJECT NAME: LOCATION: CONNECTION TYPE: NUMBER OF BUILDINGS: APPROX. TOTAL GROSS SQUARE FOOTAGE: NUMBER OF STORIES: eDATA: a. THERE MAY BE eDATA AVAILABLE FOR YOUR PROJECT WHICH IS AVAILABLE FOR DOWNLOAD AT WWW.SIDEPLATE.COM. eDATA MAY INCLUDE: • eSTIMATE FILE IN EXCEL FORMAT FOR USE IN AFFIRMING SIDEPLATE CONNECTION MATERIAL QUANTITIES. • ComponentXML FILE FOR USE IN ASSISTING DETAILING EFFORTS. b. ESTIMATED NUMBER OF SIDEPLATE JOINTS FOR THIS PROJECT = c. ESTIMATED NUMBER OF SIDEPLATE JOINTS FOR THIS PROJECT THAT ARE NOT SUPPORTED BY eDATA = d. MISCELLANEOUS DETAILS, TYPICALLY DESIGNATED BY M#, ARE NOT SUPPORTED. INSTRUCTIONS TO STEEL FABRICATOR 1. SIDEPLATE LICENSE FEE: a. THE STEEL FABRICATOR'S BID PRICE FOR PROCUREMENT, FABRICATION AND ERECTION OF STRUCTURAL AND MISCELLANEOUS STEEL SHALL INCLUDE THE SIDEPLATE LICENSE FEE FOR THE PROJECT. EACH PROSPECTIVE STEEL FABRICATOR WHO BIDS THE PROJECT SHALL FORMALLY REQUEST THE SIDEPLATE LICENSE FEE BY ACCESSING THE SIDEPLATE WEBSITE (http://www.sideplate.com). b. UPON THE SUCCESSFUL STEEL FABRICATOR SIGNING A CONTRACT TO FABRICATE STRUCTURAL STEEL FOR THIS PROJECT, THE STEEL FABRICATOR SHALL SUBMIT A PURCHASE ORDER (PO) TO SIDEPLATE SYSTEMS, INC. FOR THE TOTAL AMOUNT OF THE SIDEPLATE LICENSE FEE AND SHALL INCLUDE SAID FEE IN ITS FIRST CONSTRUCTION DRAW. c. THE STEEL FABRICATOR SHALL MAKE PAYMENT OF THE SIDEPLATE LICENSE FEE DIRECTLY TO: SIDEPLATE SYSTEMS, INC. 25909 PALA, SUITE 200 MISSION VIEJO, CA 92691 TEL: 949-238-8900 SUBMITTALS 1. IN ADDITION TO THE REQUIRED SUBMITTALS SPECIFIED BY THE BALANCE OF THE CONTRACT DOCUMENTS, THE FOLLOWING SUBMITTALS SHALL BE SENT TO SIDEPLATE SYSTEMS, INC. ELECTRONICALLY VIA THE STRUCTURAL ENGINEER OF RECORD FOR THEIR REVIEW AND DISPOSITION: a. QUALITY CONTROL PROGRAM (REQUIRED IF NOT AISC CERTIFIED) b. ONE ELECTRONIC COPY OF ALL STRUCTURAL STEEL DRAWINGS THAT EITHER DIRECTLY PERTAINS TO AND/OR AFFECTS THE SHOP FABRICATION OR FIELD ERECTION OF THE SIDEPLATE STEEL FRAME CONNECTION SYSTEM, INCLUDING THE INITIAL SUBMITTAL AND ALL CORRECTED RE-SUBMITTALS OF AFFECTED DRAWINGS. SIDEPLATE SYSTEMS, INC. SHALL BE GIVEN, AS A MINIMUM, THE SAME SPECIFIED REVIEW TIME (NOT LESS THAN SEVEN BUSINESS DAYS) AS THE ENGINEER OF RECORD. c. PROCEDURE QUALIFICATION RECORD (PQR), OR WELDING PROCEDURE SPECIFICATIONS (WPS) AND CURRENT CERTIFICATE OF CONFORMANCE BY THE WIRE MANUFACTURER. 2. ALPHA AND NUMERIC DESIGNATORS {X} & {#} USED HEREIN TO SIMPLIFY THE IDENTIFICATION OF PLATES, ANGLES, AND WELDS ARE DEFINED BELOW: {A} SIDE PLATE FOR UNIAXIAL CONNECTIONS {B} BEAM FLANGE COVER PLATE, AS REQUIRED {1} FILLET WELD CONNECTING SIDE PLATE {A} TO HORIZONTAL SHEAR PLATE {D} OR COLUMN {2} FILLET (AND/OR FLARE BEVEL) WELD CONNECTING INSIDE FACE OF SIDE PLATE {A} TO COLUMN [DEMAND CRITICAL] {3} FILLET WELD CONNECTING HORIZONTAL SHEAR PLATE {D} TO COLUMN, AS REQUIRED {4} FILLET WELD TO CONSTRUCT VSE {F} AND TO CONNECT IT TO THE WEB OF THE BEAM, AS REQUIRED {5} FILLET (AND/OR PJP) WELD CONNECTING BEAM FLANGE TIPS TO COVER PLATE {B} AND/OR LONGITUDINAL ANGLE {H}, AS REQUIRED [DEMAND CRITICAL] {5a} FILLET WELD CONNECTING OUTSIDE FACE OF BEAM FLANGE TO COVER PLATE {B} AND/OR LONGITUDINAL ANGLE {H}, AS REQUIRED [DEMAND CRITICAL] ({5p}) PJP WELD CONNECTING ANGLE {H} TO BEVELED BEAM FLANGE [DEMAND CRITICAL] {8} FILLET (AND/OR PJP) WELD CONNECTING LONGITUDINAL ANGLE {G} (AND/OR PLATE {T}) TO SIDE PLATE {A}, AS REQUIRED [DEMAND CRITICAL] ({8p}) PJP WELD CONNECTING PLATE {T} TO SIDE PLATE {A}, AS REQUIRED [DEMAND CRITICAL] {9} FILLET WELD CONNECTING SIDE PLATE {A} TO COLUMN FACE, WRAPPED AROUND THREE SIDES OF SIDE PLATE {A} [DEMAND CRITICAL] {10} FILLET WELD TO CONSTRUCT SIDE PLATE SLOTTED INTERLOCK ASSEMBLY [DEMAND CRITICAL] {10p} PJP WELD TO CONSTRUCT SIDE PLATE SLOTTED INTERLOCK ASSEMBLY [DEMAND CRITICAL] {10r} REINFORCING FILLET WELD TO CONSTRUCT SIDE PLATE SLOTTED INTERLOCK ASSEMBLY [DEMAND CRITICAL] {13} FILLET WELD CONNECTING BUILT UP ANGLE {H} PLATES TOGETHER, AS REQUIRED [DEMAND CRITICAL] ({13p}) PJP WELD CONNECTING BUILT UP ANGLE {H} PLATES TOGETHER, AS REQUIRED [DEMAND CRITICAL] 3. ALPHA DESIGNATORS, USED HEREIN TO SIMPLIFY THE IDENTIFICATION OF DIMENSIONS OF THE SIDEPLATE CONNECTIONS, ARE DEFINED BELOW: GAP PHYSICAL SEPARATION BETWEEN THE END OF THE MOMENT FRAME BEAM AND THE ADJOINING FACE OF THE COLUMN FLANGE (AKA COLUMN/BEAM SEPARATION) A EXTENSION OF SIDE PLATE {A} FROM THE FACE OF THE COLUMN B DEPTH OF SIDE PLATE {A} C LENGTH OF COVER PLATE {B} AND/OR LONGITUDINAL ANGLE {H} D LENGTH OF SLOT FROM THE TOE OF THE RADIUS IN THE COVER PLATE {B}, AS REQUIRED E EDGE DISTANCE OF BOLT HOLES IN COVER PLATE {B}, AS REQUIRED F DISTANCE FROM END OF SIDE PLATE {A} TO A CJP WELDED SPLICE IN THE FLANGES AND WEB OF THE MOMENT FRAME BEAM, AS REQUIRED G GAGE DISTANCE TO CENTERLINE OF BOLT HOLES IN ANGLES {G} AND {H}, AND PLATE {T}, AS REQUIRED H ADDED DIMENSION TO COLUMN FLANGE WIDTH TO DEFINE TOTAL COVER PLATE {B} WIDTH J DISTANCE FROM END OF THE BEAM TO CENTERLINE OF VERTICAL BOLT HOLES IN VSE {F}, AS REQUIRED K CUT DIMENSION ON ANGLE {H} L DISTANCE FROM CENTERLINE OF HORIZONTAL BOLT HOLES IN BOTTOM ANGLE {H} TO BOTTOM MOST BOLT HOLE IN VSE {F} R RADIUS OF SLOT DIMENSION IN COVER PLATE {B} S HORIZONTAL SPACING BETWEEN BOLT HOLES Y ADDED DIMENSION TO COLUMN FLANGE WIDTH FOR ALLOWABLE SPREAD OF SIDE PLATES {A} MATERIAL 1. PLATE, FLAT BAR, AND ANGLE MATERIAL: a. ALL PLATE MATERIAL SHALL BE ASTM A572, GRADE 50. b. ANGLE AND BAR MATERIAL SHALL HAVE A HIGH STRENGTH STEEL SPECIFICATION AND SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 50 KSI. c. ALL PLATE MATERIAL 2 INCHES THICK AND GREATER SHALL MEET THE FOLLOWING ADDITIONAL REQUIREMENTS: • CHARPY V-NOTCH (CVN) TOUGHNESS SHALL BE CONDUCTED IN ACCORDANCE WITH THE PROVISIONS OF ASTM A673, FREQUENCY P. A MINIMUM CVN TOUGHNESS OF 20 FT-LB AT A TEMPERATURE OF 70°F, IN ACCORDANCE WITH ASTM A6, SUPPLEMENTARY REQUIREMENT S5, SHALL BE DOCUMENTED IN THE CERTIFIED MILL TEST REPORT (CMTR). IF THE CMTR DOES NOT DOCUMENT THE MINIMUM CVN VALUES, A COUPON SHALL BE REMOVED FROM THE END OF EACH PIECE OF PLATE TO BE TESTED. THE LENGTH OF COUPON SHALL BE ORIENTED PARALLEL TO THE LONGITUDINAL AXIS OF THE MEMBER. A TEST SPECIMEN SHALL BE MACHINED FROM EACH COUPON IN ACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, SECTION A3-1d, BUILT-UP HEAVY SHAPES. 3. HIGH STRENGTH BOLTS/FASTENERS: a. BOLTS SHALL BE TYPE 1 OR TYPE 3 AND SHALL BE ASTM F3125, GRADE A490-X OR GRADE F2280-X, OR F3148 FIXED SPLINE BOLT ASSEMBLIES. THE BOLT HEAD SHALL BE DISTINCTIVELY MARKED WITH A MINIMUM MARKING OF A490, A490TC, OR 144 RESPECTIVELY. AN ALTERNATIVE DESIGN THAT MEETS THE REQUIREMENTS OF RCSC SECTION 2.8 MAY BE USED, WITH THE WRITTEN APPROVAL FROM SIDEPLATE SYSTEMS, INC. b. FOR BOLTS UP TO 1 1/4 INCH DIAMETER WASHERS SHALL BE ORDINARY THICKNESS AND ASTM F436 TYPE 1 OR TYPE 3. 1 1/2 INCH DIAMETER BOLTS SHALL REQUIRE 5/16 INCH THICK WASHER. c. NUTS SHALL BE ASTM A563 GRADE DH OR DH3. d. THE BOLT ASSEMBLY SHALL BE COVERED IN A LIGHT PROTECTIVE OIL. F2280 AND F3148 ASSEMBLIES SHALL ONLY BE LUBRICATED BY THE SUPPLIER. e. THE MILL TEST REPORT (MTR) MUST HAVE DOCUMENTED LOT TRACEABILITY, STATEMENT OF DIMENSIONAL RESULTS, FULL CHEMICAL AND MECHANICAL TEST RESULTS TO THE SPECIFICATIONS ABOVE. f. THE USE OF FINGER SHIMS ARE ACCEPTABLE PER BOLTING SECTION 8. 5. WELDED BUILT-UP SHAPES: a. FOR EACH DIFFERENT SIZE OF STEEL FRAME COLUMNS AND BEAMS IDENTIFIED IN THE CONTRACT DOCUMENTS AS PART OF THE SFRS INVOLVING PLATE 2 INCHES THICK OR THICKER USED TO CONSTRUCT WELDED BUILT-UP SECTIONS SHALL FOLLOW PLATE MATERIAL SPECIFICATIONS OUTLINED IN SECTION 1. 6. HSS TUBE SHAPES: a. ALL HSS SHAPES USED FOR BEAMS IN CONSTRUCTING SIDEPLATE MOMENT FRAMES SHALL, AS A MINIMUM, BE ASTM A500 GRADE B OR GRADE C OR ASTM A1085. b. ALL HSS SHAPES USED FOR COLUMNS IN CONSTRUCTING SIDEPLATE MOMENT FRAMES SHALL BE ASTM A500 GRADE C OR ASTM A1085. WELDING 1. WELDER QUALIFICATION: THE PERFORMANCE OF ALL WELDERS, WELDING OPERATORS AND TACK WELDERS SHALL BE QUALIFIED IN CONFORMANCE WITH AWS D1.1, SECTION 4, PART C TO DEMONSTRATE ABILITY TO PRODUCE SOUND WELDS. 2. FOR ALL PRETENSIONING METHODOLOGIES, ALL FASTENER ASSEMBLIES WITHIN THE JOINT SHALL FIRST BE BROUGHT TO A SNUG TIGHT CONDITION, FOLLOWED BY A SYSTEMATIC PRETENSIONING PROCESS. PRETENSIONING SHALL BEGIN AT THE MOST RIGID PART OF THE JOINT AND CONTINUE IN A MANNER THAT WILL MINIMIZE THE RELAXATION OF PREVIOUSLY PRETENSIONED FASTENERS, UNTIL THE CONNECTED PLIES ARE IN AS FIRM CONTACT AS POSSIBLE. IN ADDITION: a. FOR TURN-OF-NUT METHOD, AFTER SNUGGING THE JOINT USING AT LEAST A FEW IMPACTS OF A WRENCH OR THE FULL EFFORT OF AN IRON WORKER, ROUTINE MARKING OR MATCH-MARKING SHALL BE USED TO VERIFY RELATIVE BOLT AND NUT ROTATION TO RCSC TABLE 8.2. FOR BOLT LENGTHS OVER 4D UP TO 8D, THE BOLT OR NUT SHALL BE ROTATED 180 DEGREES (1/2 TURN). FOR BOLT LENGTHS OVER 8D UP TO 12D, THE BOLT OR NUT SHALL BE ROTATED 240 DEGREES (2/3 TURN). FOR BOLT LENGTHS OVER 12D, THE REQUIRED ROTATION SHALL BE DETERMINED USING A BOLT TENSION MEASUREMENT DEVICE. b. FOR CALIBRATED WRENCH METHOD, THE WRENCH AND BOLT ASSEMBLY LOT SHALL BE TESTED IN COMBINATION DAILY. IF NECESSARY, THE WRENCH SHALL BE CALIBRATED FOR PROPER OUTPUT PRIOR TO USE. THE INSTALLATION TORQUE NEED NOT PRODUCE A RELATIVE ROTATION EQUAL TO OR GREATER THAN THAT SPECIFIED BY THE TURN-OF-NUT METHOD. c. FOR TWIST-OFF-TYPE TENSION-CONTROL BOLT METHOD, FINAL TENSIONING SHALL BE DONE IN A CONTINUOUS OPERATION UNTIL THE TIP TWISTS OFF. ANY BOLT ASSEMBLIES WHICH HAD THE TIP TWIST OFF DURING THE SNUGGING OPERATION SHALL BE REMOVED AND REPLACED. d. FOR COMBINED METHOD (ASTM F3148), AFTER SNUGGING THE JOINT USING THE APPROPRIATE INSTALLATION TOOL, ROUTINE MONITORING OR MATCH MARKING SHALL BE USED TO VERIFY RELATIVE BOLT AND NUT ROTATION. FOR BOLT LENGTHS UP TO 4D, THE NUT SHALL BE ROTATED 90 DEGREES (1/4 TURN). FOR BOLT LENGTHS OVER 4D UP TO 8D, THE NUT SHALL BE ROTATED 120 DEGREES (1/3 TURN). FOR BOLT LENGTHS OVER 8D THE MANUFACTURER SHALL PROVIDE APPROPRIATE INSTALLATION REQUIREMENTS. 3. REUSE OF A490, F2280, AND F3148 BOLT ASSEMBLIES SHALL NOT BE ALLOWED. TOUCHING UP OR RE-TIGHTENING BOLTS THAT MAY HAVE BEEN LOOSENED BY THE INSTALLATION OF ADJACENT BOLTS SHALL NOT BE CONSIDERED TO BE A REUSE. 4. ALL BOLT HOLES SHALL BE ALIGNED TO PERMIT INSERTION OF THE BOLTS WITHOUT UNDUE DAMAGE TO THE THREADS. 5. THE BOLT LENGTH USED SHALL BE SUCH THAT THE BOLT THREAD EXTENDS BEYOND OR IS AT LEAST FLUSH WITH THE OUTER FACE OF THE NUT WHEN PROPERLY INSTALLED. 6. FASTENER COMPONENTS SHALL BE PROTECTED FROM DIRT AND MOISTURE IN CLOSED CONTAINERS AT THE SITE OF INSTALLATION. 7. THE BOLT SHANK SHALL NOT EXTEND BEYOND THE CONNECTED PLIES. USE WASHER/SPACER IF NECESSARY TO PREVENT SHANK OUT CONDITION. 8. F2280 OR F3148 ASSEMBLIES AND ALTERNATIVE DESIGN FASTENERS THAT MEET THE SPECIFIED REQUIREMENTS PREVIOUSLY MENTIONED SHALL NOT BE RE-LUBRICATED, EXCEPT BY THE MANUFACTURER. 9. FINGER SHIMS MAY BE USED UP TO 1/4 INCH WITHOUT RESTRICTION, SHIM REQUIREMENTS GREATER THAN 1/4 INCH SHALL BE SUBMITTED TO SIDEPLATE SYSTEMS INC FOR APPROVAL PRIOR TO USE. 10. WASHERS SHALL BE ASTM F436 AND SHALL BE USED UNDER THE NUT OF THE FASTENER ASSEMBLY (AND BOLT HEAD AS REQUIRED) SO AS TO PROVIDE A HARDENED NON-GALLING SURFACE OF THE TURNED ELEMENT. WHEN USING THE TURN-OF-NUT OR CALIBRATED WRENCH METHOD, THE TURNED ELEMENT MUST BE THE SAME AS WAS USED WHEN PERFORMING PREINSTALLATION VERIFICATION TESTING. BOLTING 1. BOLTS/FASTENERS SHALL BE INSTALLED TO PRETENSIONED CONDITION USING ONE OF THE METHODS PRESCRIBED HERE: TURN-OF-NUT (A490), CALIBRATED WRENCH (A490), TWIST-OFF-TYPE TENSION-CONTROL BOLT (F2280), TORQUE AND ANGLE METHOD (F3148), OR WHEN HEAVY HEX BOLTS ARE REQUIRED DIRECT TENSION INDICATORS (DTI) (ASTM F959). FOR TURN-OF-NUT THE THREAD AND NUT SHOULD BOTH BE MARKED TO MAKE SURE THE REQUIRED TURN IS ACHIEVED. 4. ROLLED SHAPES: a. ALL ROLLED SHAPES USED FOR COLUMNS AND BEAMS IN CONSTRUCTING SIDEPLATE MOMENT FRAMES SHALL BE ASTM A992 GRADE 50 UNO. b. FOR EACH DIFFERENT SIZE OF STEEL FRAME COLUMNS AND BEAMS IDENTIFIED IN THE CONTRACT DOCUMENTS AS PART OF THE SFRS INVOLVING ASTM A6 HOT-ROLLED SHAPES WITH FLANGES 2 INCHES THICK OR THICKER, CHARPY V-NOTCH (CVN) TOUGHNESS SHALL BE CONDUCTED IN ACCORDANCE WITH THE PROVISIONS OF ASTM A673, FREQUENCY H. A MINIMUM CVN TOUGHNESS OF 20 FT-LB AT A TEMPERATURE OF 70°F, IN ACCORDANCE WITH ASTM A6, SUPPLEMENTARY REQUIREMENT S30, SHALL BE DOCUMENTED IN THE CERTIFIED MILL TEST REPORT (CMTR). IF THE CMTR DOES NOT DOCUMENT THE MINIMUM CVN VALUES, A COUPON SHALL BE REMOVED FROM THE END OF EACH MEMBER SHAPE SAMPLED. THE LENGTH OF COUPON SHALL BE ORIENTED PARALLEL TO THE LONGITUDINAL AXIS OF THE MEMBER. A TEST SPECIMEN SHALL BE MACHINED FROM EACH COUPON, IN ACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, SECTION A3-1c, ROLLED HEAVY SHAPES. THE LONGITUDINAL AXIS OF THE TEST SPECIMEN SHALL BE LOCATED AS NEAR AS PRACTICABLE TO A POINT MIDWAY BETWEEN THE INNER FLANGE SURFACE AND THE CENTER OF FLANGE THICKNESS, AT THE INTERSECTION OF THE WEB MID-THICKNESS. MEETINGS 1. PRE-DETAILING MEETING a. PRIOR TO THE START OF DETAILING OF THE SHOP DRAWINGS, THE FABRICATION CONTRACTOR SHALL FORMALLY REQUEST A PRE- DETAILING MEETING FROM SIDEPLATE SYSTEMS, INC. THIS MEETING IS TYPICALLY A WEBINAR TO DISCUSS BEST PRACTICES FOR THE DETAILING OF THE SIDEPLATE CONNECTIONS, AND TO CREATE A PROACTIVE FORUM TO ANSWER ANY QUESTIONS. 2. PRE-FABRICATION MEETING a. PRIOR TO THE START OF FABRICATION, THE FABRICATION CONTRACTOR SHALL FORMALLY REQUEST A PRE-FABRICATION MEETING FROM SIDEPLATE SYSTEMS, INC. THIS MEETING IS TYPICALLY A WEBINAR TO DISCUSS BEST PRACTICES FOR THE FABRICATION OF THE SIDEPLATE CONNECTIONS, AND TO CREATE A PROACTIVE FORUM TO ANSWER ANY QUESTIONS. 3. PRE-ERECTION MEETING a. PRIOR TO THE START OF STEEL ERECTION, THE ERECTION CONTRACTOR SHALL FORMALLY REQUEST A PRE-ERECTION MEETING FROM SIDEPLATE SYSTEMS, INC. THIS MEETING IS TYPICALLY A WEBINAR TO DISCUSS BEST PRACTICES FOR FIELD ERECTION OF THE SIDEPLATE BEAMS AND COLUMNS, AND TO CREATE A PROACTIVE FORUM TO ANSWER ANY QUESTIONS. 2. SENT BY SIDEPLATE: a. INTELLECTUAL PROPERTY RIGHTS NOTICE LABEL. b. USPTO PATENT LABEL STICKERS, SEE INTELLECTUAL PROPERTY SECTION FOR PLACEMENT. {C} VERTICAL SHEAR PLATE OR FLAT BAR WELDED TO BEAM WEB, AS REQUIRED {D} HORIZONTAL SHEAR PLATE OR FLAT BAR WELDED TO COLUMN WEB, AS REQUIRED {E} VERTICAL ANGLE WELDED TO THE VERTICAL SHEAR PLATE {C}, AS REQUIRED {F} VERTICAL SHEAR ELEMENT (VSE) WHICH CONSISTS OF PLATE {C} AND ANGLE {E} MATERIAL, AS REQUIRED {G} LONGITUDINAL ANGLE WELDED TO THE OUTSIDE FACE OF SIDE PLATE {A}, AS REQUIRED {H} LONGITUDINAL ANGLE WELDED TO THE BOTTOM BEAM FLANGE (OR TOP BEAM FLANGE AS REQUIRED) {T} HORIZONTAL PLATE WELDED TO THE OUTSIDE FACE OF SIDE PLATE {A}, AS REQUIRED GENERAL 1. THE GOVERNING CODES SHALL CONSIST OF ANSI/AWS D1.1-2015 (AWS D1.1), ANSI/AWS D1.8-2016, ANSI/AISC 358-16 (INCLUDING SUPPLEMENT NO. 2), AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (JUNE 15, 2016), 2016 RCSC SPECIFICATIONS FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS, AND ALL APPLICABLE BUILDING AND JURISDICTIONAL CODES AND PROJECT STANDARDS SPECIFIED IN THE PROJECT SPECIFICATION STRUCTURAL STEEL SECTION. WHERE THE REQUIREMENTS DIFFER BETWEEN SIDEPLATE CONNECTION NOTES, THE GENERAL STRUCTURAL NOTES, AND THE GOVERNING CODES, THE MORE STRINGENT SECTION CRITERIA SHALL CONTROL. 2. WELD FILLER METAL: a. THE WELD FILLER METAL AND ASSOCIATED WELDING PROCESS FOR ALL FILLET WELDS SHALL MEET THE REQUIREMENTS OF AWS D1.1 AND D1.8 SECTION 6.1 AND SHALL BE ANY OF THE FOLLOWING: • E70T-6, E71T-8, OR E70TG-K2 FOR FCAW • E7XT-9 FOR FLUX CORED ARC WELDING (FCAW) WITH GAS SHIELDING • F7A2-EXXX FOR SUBMERGED ARC WELDING (SAW) • E7018 STICK ELECTRODE FOR SHIELDED METAL ARC WELDING (SMAW) • ER70S-X, E70C-XM, OR E70C-XC FOR GMAW (EXCEPT SHORT CIRCUIT TRANSFER) b. THE WELD FILLER METAL USED FOR FILLET WELDS TO CONSTRUCT THE SIDEPLATE CONNECTION SYSTEM PRESENTED HEREIN SHALL DEMONSTRATE AN ENERGY EQUIVALENT TO A MINIMUM CVN TOUGHNESS OF 20 FT-LB IMPACT STRENGTH AT A TEMPERATURE OF 0°F AND 40 FT-LB IMPACT STRENGTH AT 70°F AS DETERMINED BY AWS CLASSIFICATION TEST METHODS OR MANUFACTURER CERTIFICATION. c. ALL WELD FILLER METAL SHALL SATISFY A MAXIMUM DIFFUSIBLE HYDROGEN CONTENT REQUIREMENT PER AWS D1.1 AND D1.8 SECTION 6.1, OF 16 MILLILITERS OF HYDROGEN PER 100 GRAMS OF WELD METAL (H16) OR LESS. d. REFER TO AWS D1.8 ANNEX B FOR REQUIREMENTS WHEN MIXING FCAW-S WITH OTHER WELD PROCESSES. PREPARATION 1. THE STEEL FABRICATION AND ERECTION SUBCONTRACTORS SHALL EMPLOY A DISTORTION CONTROL PROGRAM PRIOR TO THE START OF SIDEPLATE MOMENT FRAME FABRICATION. THE DISTORTION CONTROL PROGRAM SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF AWS D1.1 SECTION 5.20 AND 5.21 TO ENSURE THAT THE FOLLOWING ARE MAINTAINED: • DIMENSIONAL ACCURACY • FRAMING AND ALIGNMENT TOLERANCES • COMPLIANCE WITH AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, SECTION 7.0, ERECTION PROVISIONS • CONTROL OF DISTORTION AND WELD SHRINKAGE 2. BASE METAL SURFACE PREPARATION: SURFACES ON WHICH WELD METAL IS TO BE DEPOSITED, INCLUDING BUT NOT LIMITED TO COLUMN FLANGE TIPS (I.E., COLUMN FLANGE-TO-SIDE PLATE {A} ATTACHMENT), BEAM FLANGE TIPS (I.E., BEAM FLANGE-TO-COVER PLATE {B} ATTACHMENT), AND THERMAL CUT EDGES (E.G., LONGITUDINAL EDGES OF COVER PLATE {B} ), SHALL BE SMOOTH, UNIFORM, AND FREE FROM LOOSE OR THICK SCALE, SLAG, RUST, MOISTURE, GREASE AND OTHER FOREIGN MATERIAL THAT WOULD PREVENT PROPER WELDING. 3. THERMAL CUTTING: a. THE ROUGHNESS OF ALL THERMAL-CUT SURFACES SHALL BE NO GREATER THAN AN ANSI SURFACE ROUGHNESS VALUE OF 1000 MICRO- INCHES; CUT ROUGHNESS EXCEEDING THIS VALUE AND NOTCHES OR GOUGES NOT MORE THAN 3/16 INCH DEEP SHALL BE REMOVED BY MACHINING OR GRINDING. NOTCHES OR GOUGES DEEPER THAN 3/16 INCH SHALL BE REPAIRED PER AWS. b. FLAME CUT SURFACES SHALL BE FREE OF GLOBULES AND LOOSE SLAG. THE THERMAL CUTTING EQUIPMENT SHALL BE ADJUSTED AND MANIPULATED SO AS TO AVOID CUTTING BEYOND (INSIDE) THE PRESCRIBED LINES. c. THERMAL CUTTING PROCESSES SHALL BE LIMITED TO PLASMA ARC-CUTTING OR OXYFUEL GAS PROCESSES. 4. WEB/FLANGE FILLET AREA: a. UNLESS NOTED OTHERWISE, VERTICAL SHEAR PLATES {C} (AS REQUIRED) AND HORIZONTAL SHEAR PLATES {D} (AS REQUIRED) SHALL HAVE THEIR INSIDE CORNERS CLIPPED PER AWS D1.8 CLAUSE 4 TO PREVENT WELDING IN THE K-AREA BETWEEN WEB AND FLANGE WHEN THE COLUMN IS DEEPER THAN W16x, THESE CLIPS SHALL START AND STOP A DISTANCE OF 1 1/2 INCHES FROM THE TANGENT OF THE FLANGE TO THE WEB FILLET (I.E., THE AISC 'k' DIMENSION). THE DIMENSIONS OF THE CLIPPED CORNER SHALL BE DETAILED ON THE SHOP DRAWINGS. b. WELD {3} RETURNS ON THE INSIDE FACE OF THE COLUMN FLANGES (AS OCCURS): IN NO CASE SHALL A WELD TIE-IN OF WELD {3} BE ALLOWED ACROSS THE CLIPPED CORNER OF THE HORIZONTAL SHEAR PLATES {D} AT THE K-AREA BETWEEN WEB AND FLANGE. 5. ANY HOLE MAKING METHODS ALLOWED BY AISC SPECIFICATIONS ARE ALLOWED WITH THE EXCEPTION THAT WHEN USING A THERMAL CUTTING PROCESS, IT IS NOT PERMITTED FOR PLATES THICKER THAN 2 INCHES (50 MM). 2. WELDING PROCEDURE SPECIFICATIONS (WPS): a. THE APPROPRIATE STEEL SUB-CONTRACTOR SHALL PREPARE A SPECIFIC WRITTEN WPS FOR EVERY DIFFERENT WELDING APPLICATION. DIFFERENT WELDING APPLICATIONS INCLUDE, BUT ARE NOT LIMITED TO, THE JOINT DETAILS AND TOLERANCES, PREHEAT AND INTERPASS TEMPERATURE, SINGLE OR MULTIPLE STRINGER PASSES, WELDING CURRENT, POLARITY, ALLOWABLE AMPERAGE RANGES, ALLOWABLE VOLTAGE RANGES, ALLOWABLE TRAVEL SPEED RANGES, ELECTRODE EXTENSION, ROOT TREATMENT, WELDING POSITION, WELDING PROCESS, ELECTRODE MANUFACTURER, FILLER METAL TRADE NAME FOR THE ELECTRODE TYPE SELECTED, AND OTHER ESSENTIAL VARIABLES AS DEFINED IN AWS D1.1 REQUIRED TO COMPLETE THE FABRICATION AND ERECTION OF THE SPECIFIED SIDEPLATE CONNECTIONS. AMPERAGE, VOLTAGE, TRAVEL SPEED AND ELECTRODE EXTENSION SHALL BE WITHIN THE FILLER METAL MANUFACTURER'S RECOMMENDATIONS. b. EACH WPS PREPARED SHALL BE BASED ON AND REFERENCED TO A CURRENT CERTIFICATE OF CONFORMANCE PROVIDED BY THE WIRE MANUFACTURER AND SHALL BE USED AS A SUPPORTING PQR PROVIDED FULL COMPLIANCE WITH EVERY SINGLE CONDITION OF PREQUALIFICATION FOUND IN AWS D1.1 SECTION 3 AND AWS D1.8 HIGH AND LOW HEAT INPUT FOR PREQUALIFIED FILLET AND CJP WELDS. THE SELECTION OF THIS OPTION BY THE STEEL FABRICATION/ERECTION SUBCONTRACTOR IS PREDICATED ON ITS ACKNOWLEDGEMENT THAT ITS CERTIFIED WELDERS ARE EXPERIENCED AND CONFIDENT IN THE USE AND SETTINGS SPECIFIED IN THE CERTIFICATE OF CONFORMANCE WITH THE ALLOWABLE TOLERANCES FOR ESSENTIAL VARIABLES FOUND IN TABLE 3.7 OF AWS D1.1. PREVIOUS WPS QUALIFICATION PERFORMED BY THE STEEL FABRICATION/ERECTION SUBCONTRACTOR THAT COMPLIES WITH THE PROVISIONS HEREIN MAY SATISFY THIS REQUIREMENT. EACH WPS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD, AND TO SIDEPLATE SYSTEMS, INC. FOR REVIEW AND DISPOSITION PRIOR TO STARTING THE WORK. c. THE APPROVED WPS FOR EACH APPLICABLE PRODUCTION WELD SHALL BE CLEARLY DISPLAYED TO PROVIDE READY ACCESS BY THE ASSIGNED WELDERS, WELDING SUPERVISORS AND INSPECTORS. d. IN LIEU OF THE ABOVE PROCEDURE, THE STEEL FABRICATOR MAY CHOOSE TO QUALIFY A WPS BASED ON A PROCEDURE QUALIFICATION RECORD (PQR), WHICH SHALL BE PROVIDED WITH THE WPS SUBMITTAL. THE PQR SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.1, SECTION 4.1 AND EMPLOY THE PROPER ACCEPTANCE CRITERIA. 3. TACK WELDS: a. TACK WELDS SHALL BE PLACED WHERE THEY WILL BE INCORPORATED INTO A FINAL WELD AND SHALL BE SUBJECT TO THE SAME QUALITY REQUIREMENTS AS THE FINAL WELDS, INCLUDING POSITION, PREHEAT AND UNDERCUT, IN ACCORDANCE WITH AWS D1.1. THESE QUALITY REQUIREMENTS SHALL APPLY EQUALLY TO TACK WELDING OF ANY OTHER CONSTRUCTION AIDS. 4. PREHEAT AND INTERPASS TEMPERATURE REQUIREMENTS: a. THE MINIMUM PREHEAT AND INTERPASS TEMPERATURES FOR A GIVEN THICKNESS OF BASE METAL TO BE WELDED SHALL BE IN ACCORDANCE WITH AWS D1.1 TABLE 3.3. b. IN NO CASE, REGARDLESS OF THE WELDING PROCESS, SHALL THE PREHEAT TEMPERATURE BE LESS THAN THAT REQUIRED TO DRIVE OFF ANY SURFACE MOISTURE OR CONDENSATION WHICH MAY BE PRESENT ON THE STEEL ELEMENTS TO BE WELDED. c. MAXIMUM INTERPASS TEMPERATURE SHALL NOT EXCEED 550°F, MEASURED AT A DISTANCE NOT EXCEEDING THREE INCHES FROM THE START OF THE WELD PASS. WELDING OPERATORS AND INSPECTORS SHALL UTILIZE TEMPERATURE MEASURING DEVICES. 5. ALL SLAG SHALL BE REMOVED AFTER EACH WELD PASS AND THE WELD AND THE ADJACENT BASE METAL SHALL BE CLEANED BEFORE WELDING OVER PREVIOUSLY DEPOSITED WELD METAL. THIS REQUIREMENT SHALL APPLY NOT ONLY TO SUCCESSIVE LAYERS BUT ALSO TO SUCCESSIVE BEADS AND TO THE CRATER AREA WHEN WELDING IS RESUMED AFTER ANY INTERRUPTION, IN ACCORDANCE WITH AWS D1.1 SECTION 5.29.1. 6. PEENING SHALL NOT BE ALLOWED. 7. WELD RUN-OFF TABS SHALL NOT BE USED FOR FILLET WELDS (EXCEPT WHEN REQUIRED ON INTERLOCKING SLOTTED SIDE PLATES). 8. WELD END TERMINATIONS FOR RECESSED PLATE {D} OPTION ONLY WHERE WELD {3} IS REQUIRED ON BOTH WEB AND FLANGES: a. IN ORDER TO PREVENT TIE-IN BETWEEN THE ENDS OF WELD {3} CLOSEST TO THE INSIDE FACE OF SIDE PLATE {A} AND WELD {1} THE ENDS OF WELD {1} SHALL BE HELD BACK FROM THE FLANGE TIP OF COLUMN BY A DISTANCE EQUAL TO WELD {3} PLUS 1/8 INCH. IN NO CASE SHALL A WELD TIE-IN BETWEEN THE ENDS OF WELD {1} AND THE ENDS OF WELD {3} CLOSEST TO THE INSIDE FACE OF SIDE PLATE {A} BE ALLOWED. FABRICATION PRIORITY IS GIVEN HEREIN TO WELDING FILLET WELD {3} ALONG ITS FULL DISTANCE. 9. ARC STRIKES WITHIN THE SIDEPLATE PROTECTED ZONE ON BOTH THE INTERIOR AND EXTERIOR FACES OF SIDE PLATES {A}, WITHIN THE TOP AND BOTTOM 6 INCHES OF PLATE HEIGHT SHALL BE AVOIDED. IF THEY DO OCCUR, THEY SHALL BE REMOVED BY GRINDING AND SHALL HAVE BASE METAL REPAIRED PER AWS D1.8 SECTION 6.18, WITH NON- DESTRUCTIVE TESTING AS NECESSARY. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK 02.14.2025 TC AK NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S7.1 SIDEPLATE GENERAL NOTES (1 OF 2) 21-003.C MM EDA INDUSTRIAL PARK VERTICAL EXPANSION ST. THOMAS, USVI SIDEPLATE PLUS 1 24000 2 02/10/2025 23106 S-01 56 6 SMF BOLTED INTELLECTUAL PROPERTY RIGHTS NOTICE The SIDEPLATE® steel frame connection system is covered by one or more of U.S. Pat. Nos. 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,671; 8,122,672; 8,146,322; 8,176,706; 8,205,408; and 9,091,065 and foreign counterparts. Other U.S. and foreign applications pending. SIDEPLATE® is a registered trademark of MiTek Holdings, Inc., an affiliate of SidePlate Systems, Inc. Copyright © 2024 SidePlate Systems, Inc. All rights reserved. Without limitation, this drawing and the information hereon may be used only following payment of a license fee to SidePlate Systems, Inc. and for the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified. v17.32.08 NO. DATE REMARKS QUALITY CONTROL 1. THE FABRICATOR AND ERECTOR SHALL BE RESPONSIBLE FOR QUALITY CONTROL BY PROVIDING, AS A MINIMUM, IN-PROCESS VISUAL INSPECTION OF ALL FABRICATION AND ERECTION ACTIVITIES TO ENSURE THAT MATERIALS AND WORKMANSHIP MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, AND SHALL INCLUDE WORK PERFORMED PRIOR TO ASSEMBLY. SUCH WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, VERIFYING THAT EFFECTIVE PROCEDURES AND METHODS HAVE BEEN EMPLOYED IN THE FORM OF A DISTORTION CONTROL PROGRAM TO ACCOUNT FOR AND COUNTERACT THE EFFECTS OF WELD SHRINKAGE, EXISTING BEAM SWEEP AND CAMBER, AND CHANGES IN MOMENT FRAME GEOMETRY DUE TO SKEWED AND CURVED DESIGN CONFIGURATIONS (AS OCCURS), TO ENSURE COMPLIANCE WITH SPECIFIED ERECTION AND ALIGNMENT TOLERANCES. QC INSPECTION SHALL INCLUDE HOLD POINTS FOR THE FOLLOWING: a. COLUMN TREE ASSEMBLY 1. VERIFICATION THAT ACTUAL COLUMN FLANGE WIDTH IS AT LEAST NOMINAL COLUMN FLANGE WIDTH WHERE THE SIDE PLATES {A} ARE TO BE INSTALLED. IN THE UNLIKELY EVENT ACTUAL COLUMN FLANGE WIDTH IS LESS THAN NOMINAL, BUT WITHIN AISC STANDARD MILL TOLERANCES (-3/16 INCH MAX), CONTACT SIDEPLATE SYSTEMS, INC FOR APPROPRIATE RECOMMENDATIONS. 2. MINIMUM CLEAR DIMENSION SHALL BE VERIFIED AFTER PLACEMENT OF WELD {2}, COOLING OF WELD {2}, AND REMOVAL OF TEMPORARY SHOP CONSTRUCTION AID(S). VERIFY THAT A MINIMUM ACTUAL COLUMN FLANGE WIDTH DIMENSION OCCURS ANYWHERE IN BETWEEN THE SIDE PLATES {A} FROM TOP TO BOTTOM. THE SIDE PLATES SHALL BE PARALLEL TO ONE ANOTHER. IN NO CASE SHALL THEY BE LESS THAN THE ACTUAL COLUMN FLANGE WIDTH. 3. MAXIMUM SPREAD DIMENSION OF SIDE PLATE {A} SHALL NOT EXCEED ACTUAL COLUMN FLANGE WIDTH PLUS THE SCHEDULED SPREAD DIMENSION Y. THE FIELD CONSTRUCTION AID SHALL BE PLACED AND HOLD THE SIDE PLATES IN THIS FLARED CONDITION UNTIL THE BEAM HAS BEEN SAFELY ERECTED. IN NO CASE SHALL THE SPREAD CAUSE PERMANENT DEFORMATION IN THE SIDE PLATES. 4. VERIFICATION OF BOLT HOLE ELEVATION AND SPACING FOR POSITION OF SIDE PLATE {A} AND PROPER POSITION AND ELEVATION OF ANGLES {G}. b. BEAM ASSEMBLY 1. VERIFICATION OF PERPENDICULAR ALIGNMENT BETWEEN THE TOP COVER PLATE {B} AND BOTTOM ANGLES {H} TO THE WEB OF THE BEAM, TO MINIMIZE, IF NOT ELIMINATE, ANY MISALIGNMENT OF BOLT HOLES DUE TO BEAM FLANGE TILT WHEN THE BEAM HAS BEEN LOWERED INTO PLACE. 2. VERIFICATION OF BOLT HOLE SPACING AND POSITION ON COVER PLATE {B} AND ANGLES {H}. CONSIDERATION SHALL BE GIVEN TO THE CUPPING EFFECT OF THE TOP COVER PLATE {B}, DUE TO WELD SHRINKAGE. 3. VERIFICATION OF THE DISTANCE BETWEEN EXTERIOR ANGLE {H} FACES AND THEIR RESPECTIVE BOLT HOLE PLACEMENT TO EACH OTHER (VERTICALLY AND HORIZONTALLY). 4. VERIFICATION THAT IN NO CASE SHALL THE OUTSIDE FACE OF VSE {F} EXTEND BEYOND THE OUTSIDE FACES OF THE LONGITUDINAL ANGLES {H}. 5. VERIFICATION THAT VERTICAL PLACEMENT OF VSE {F} IS IN THE CORRECT LOCATION. 2. EXPOSURE LIMITATIONS ON ELECTRODES: a. AFTER REMOVAL FROM PROTECTIVE PACKAGING, THE PERMISSIBLE ATMOSPHERIC EXPOSURE TIME OF ELECTRODES SHALL NOT EXCEED THE ELECTRODE MANUFACTURER'S GUIDELINES AND SHALL BE IN ACCORDANCE WITH AWS D1.8 SECTION 6.4. 3. FILLET WELD FIT-UP TOLERANCES: a. THE PARTS TO BE JOINED BY FILLET WELDS SHALL BE BROUGHT INTO AS CLOSE CONTACT AS PRACTICABLE, USING AS NECESSARY SUITABLE CLAMPING MEANS. THE ROOT OPENING (I.E., THE FIT-UP GAP) SHALL NOT EXCEED 1/4 INCH. FOR FILLET WELD ROOT GAPS GREATER THAN 1/16 INCH, THE LEG SIZE (I.E., THE SPECIFIED SIZE) OF FILLET WELD SHALL BE INCREASED BY THE AMOUNT OF THE ROOT OPENING. 4. THERMAL CUTTING: a. THE ROUGHNESS OF ALL THERMAL-CUT SURFACES SHALL BE NO GREATER THAN AN ANSI SURFACE ROUGHNESS VALUE OF 1000 MICRO- INCHES. ROUGHNESS EXCEEDING THIS VALUE AND NOTCHES OR GOUGES NOT MORE THAN 3/16 INCH DEEP SHALL BE REMOVED BY MACHINING OR GRINDING. NOTCHES OR GOUGES IN THE THERMALLY CUT EDGES DEEPER THAN 3/16 INCH SHALL BE REPAIRED PER AWS. 5. TENSION CALIBRATION FOR PRE-INSTALLATION: a. TENSION CALIBRATION SHALL BE USED TO CONFIRM THE SUITABILITY OF THE COMPLETE FASTENER ASSEMBLY, AND THE PROCEDURE TO BE USED BY THE BOLTING CREW. A MINIMUM SAMPLING OF AT LEAST THREE COMPETE FASTENER ASSEMBLIES OF EACH COMBINATION OF DIAMETER, LENGTH, GRADE, WASHER REQUIREMENTS, LUBRICATION, AND LOT SHALL BE USED. CALIBRATION SHALL BE DONE AT THE SITE OF INSTALLATION IN A TENSION CALIBRATOR TO VERIFY THAT THE PRETENSIONING METHOD IS ADEQUATE. b. IF FASTENER ASSEMBLIES ARE FOUND TO BE LESS THAN THE FOLLOWING SPECIFIED REQUIREMENTS (PRETENSION VALUE AS FOLLOWS: 1 INCH DIAMETER = 67 KIPS, 1 1/8 INCH DIAMETER = 84 KIPS, 1 1/4 INCH DIAMETER = 107 KIPS, AND 1 1/2 INCH DIAMETER = 155 KIPS), THE CAUSE(S) SHALL BE DETERMINED AND RESOLVED BEFORE USING SAID FASTENER ASSEMBLIES. 6. EXPOSURE LIMITATION ON FASTENERS: a. FASTENER COMPONENTS SHALL BE PROTECTED FROM CONTAMINATION (DIRT AND MOISTURE) AND SHALL BE STORED IN CLOSED CONTAINERS AT THE SITE OF INSTALLATION. FASTENER COMPONENTS THAT ARE NOT INCORPORATED INTO THE WORK SHALL BE RETURNED TO PROTECTED STORAGE AT THE END OF THE WORK SHIFT. FASTENER COMPONENTS THAT ACCUMULATE RUST OR DIRT SHALL NOT BE USED UNLESS THEY ARE RE-QUALIFIED AND APPROVED BY SIDEPLATE SYSTEMS, INC. 7. WASHERS: a. CONFIRM F436 CORRECTLY SIZED WASHERS HAVE BEEN USED IN THE FASTENER ASSEMBLY. QUALITY ASSURANCE IN ADDITION TO ALL OTHER QUALITY ASSURANCE INSPECTION ACTIVITIES, THE OWNER'S VERIFICATION INSPECTOR SHALL BE RESPONSIBLE FOR: 1. WELDING: a. TO ASSURE THE PROPER AMPERAGE AND VOLTAGE OF THE WELDING PROCESS, THE USE OF HAND HELD CALIBRATED AMP AND VOLT METERS SHALL BE USED. THIS EQUIPMENT SHALL BE USED BY THE FABRICATOR AND THE INSPECTOR. AMPERAGE AND VOLTAGE SHALL BE MEASURED NEAR THE ARC. TRAVEL SPEED AND ELECTRODE STICK OUT SHALL BE VERIFIED TO BE IN COMPLIANCE WITH THE APPROVED WPS. b. VISUAL INSPECTION SHALL BE PERFORMED ON ALL SHOP WELDS. c. EACH WELDER EMPLOYED ON THE PROJECT SHALL UNDERSTAND ALL THE REQUIREMENTS OF THE WELDING PROCEDURE SPECIFICATION(S) BEFORE WELDING ON THE PROJECT. d. AS-BUILT BEAM TO COLUMN GAP PER CONNECTION SCHEDULE IS ALLOWED TO BE INSTALLED WITH A TOLERANCE OF PLUS OR MINUS 1/2 INCH. e. EACH WPS AND QUALIFICATION DOCUMENT SHALL BE SUBMITTED TO THE SEOR AND TO SIDEPLATE SYSTEMS, INC. FOR REVIEW AND APPROVAL PRIOR TO THE START OF FABRICATION. f. WHERE WELDING OF HORIZONTAL SHEAR PLATE {D} OR VERTICAL SHEAR PLATE {C} ENCROACH INTO THE K-AREA (AS DEFINED IN AISC 341), THE WEB SHALL BE VISUALLY CHECKED FOR CRACKS. THE INSPECTION AREA SHALL INCLUDE THE K-AREA BASE METAL WITHIN 3 INCHES OF THE WELD. THE INSPECTION SHALL BE PERFORMED NO SOONER THAN 48 HOURS FOLLOWING COMPLETION OF THE WELDING PER AWS D1.8, SECTION 7.4. 2. FAYING SURFACES: a. THE SURFACES ADJACENT TO THE BOLT HEAD AND NUT SHALL BE FREE OF DIRT AND OTHER FOREIGN MATERIAL. COMPRESSIBLE MATERIALS, OTHER THAN THE SPECIFIED COATINGS, SHALL NOT BE PLACED WITHIN THE GRIP OF THE BOLT. b. FAYING SURFACES ARE PERMITTED TO BE COATED AND UNCOATED AND SHALL BE FREE OF LOOSE SCALE AND ANY INADVERTENT OVERSPRAY. IF COATING IS REQUIRED, THE FAYING SURFACES SHALL FIRST BE BLAST CLEANED AND SUBSEQUENTLY COATED WITH A COATING THAT QUALIFIES AS A CLASS 'A' COATING. c. GALVANIZED FAYING SURFACES SHALL BE IN ACCORDANCE WITH ASTM A123. d. TO AVOID COMPRESSIVE CREEP AND SIGNIFICANT LOSS OF PRETENSION, THE COMBINED COATING THICKNESS SHALL IN NO CASE BE MORE THAN 15 MILS PER SURFACE. e. AFTER THE CONNECTIONS HAVE BEEN ASSEMBLED, VISUALLY ENSURE THAT THE PLIES OF THE CONNECTED ELEMENTS HAVE BEEN BROUGHT INTO AS CLOSE OF CONTACT AS PRACTICABLE WITH ONE ANOTHER. GAPS UP TO 1/8 INCH BETWEEN THE SURFACES SHALL BE ALLOWED. GAPS GREATER THAN 1/8 INCH UP TO 1/4 INCH SHALL HAVE FINGER SHIMS INSTALLED BEFORE PRETENSIONING. FOR GAPS GREATER THAN 1/4 INCH, CONTACT SIDEPLATE SYSTEMS, INC. 3. PRETENSIONING: A MINIMUM BOLT PRETENSION VALUE SHALL BE AS FOLLOWS: 1 INCH DIAMETER = 64 KIPS, 1 1/8 INCH DIAMETER = 80 KIPS, 1 1/4 INCH DIAMETER = 102 KIPS, AND 1 1/2 INCH DIAMETER = 148 KIPS. THE INSPECTOR SHALL OBSERVE THE PRE-INSTALLATION VERIFICATION TESTING. SUBSEQUENTLY, THE INSPECTOR SHALL ENSURE THAT THE BOLTING CREW PROPERLY FOLLOW THE CORRECT METHODOLOGY OUTLINED BELOW: a. FOR TURN OF THE NUT METHOD: BY VISUAL OBSERVATION ENSURE THAT THE NUT AND PROTRUDING END OF THE BOLT HAVE BEEN MATCH- MARKED SO THAT THE PROPERLY ROTATED TURNED ELEMENT CAN BE VISUALLY OBSERVED RELATIVE TO THE UNTURNED ELEMENT. b. FOR CALIBRATED WRENCH METHOD: BY ROUTINE OBSERVATION ENSURE THAT THE CALIBRATED WRENCH IS BEING APPLIED TO THE TURNED ELEMENT. c. FOR TWIST-OFF-TYPE TENSION CONTROL METHOD: BY ROUTINE OBSERVATION ENSURE THAT THE SPLINED ENDS ARE PROPERLY SEVERED DURING INSTALLATION. d. FOR COMBINED METHOD (ASTM F3148): BY ROUTINE OBSERVATION OR MATCH MARKING TO VERIFY RELATIVE BOLT AND NUT ROTATION. PROTECTED ZONES 1. PER AISC 341 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, SECTION D1.3, SPECIAL (SMF) AND INTERMEDIATE (IMF) MOMENT FRAME SYSTEMS SHALL HAVE DESIGNATED PROTECTED ZONES AS FOLLOWS: BEAM • THE PROTECTED ZONE STARTS FROM THE VERTICAL EDGE OF SIDE PLATE {A}, AWAY FROM THE COLUMN, AND ENDS ON THE BEAM AS DETAILED. SEE SIDEPLATE TYPICAL DETAILS. SHOT PINS AND PUDDLE WELDS ARE ALLOWED IN THE BEAM PROTECTED ZONE TO SECURE METAL DECKING. THEY SHALL NOT PENETRATE MORE THAN 85% OF THE BEAM FLANGE THICKNESS. SIDE PLATE • THE PROTECTED ZONE FOR THE SIDE PLATES {A} ARE DEFINED AS A RECTANGULAR AREA AT THE COLUMN/BEAM SEPARATION (GAP) ALONG THE TOP AND BOTTOM EDGES OF THE SIDE PLATES {A}. SEE SIDEPLATE TYPICAL DETAILS. NOTE: WELDS {2} AND {8} ARE EXEMPT FROM THIS PROTECTED ZONE AND SHALL BE PERFORMED FOR THEIR ENTIRE REQUIRED LENGTH. 2. IDENTIFICATION OF PROTECTED ZONES a. THE CONTRACTOR SHALL IDENTIFY THE PROTECTED ZONES ON BOTH THE BEAM AND THE SIDE PLATES {A} BY USING ANY SUITABLE NON- DESTRUCTIVE MEANS. b. ONCE THE STEEL DECKING IS IN PLACE, THE CONTRACTOR SHALL USE ANY SUITABLE NON-DESTRUCTIVE MEANS TO IDENTIFY THE PROTECTED ZONES PRIOR TO THE INSTALLATION OF SHEAR STUDS, DECK ATTACHMENTS, ETC. c. AFTER SPRAYED ON FIRE-RESISTIVE MATERIAL HAS BEEN APPLIED, THE CONTRACTOR SHALL USE ANY SUITABLE NON-DESTRUCTIVE MEANS TO IDENTIFY THE PROTECTED ZONES FOR OTHER DISCIPLINES TO PRECLUDE UNAUTHORIZED ATTACHMENTS. HOT DIPPED GALVANIZING 1. SIDEPLATE CONNECTIONS REQUIRING THIS TYPE OF FINISH SHALL FOLLOW THE SAME CONSTRUCTION SEQUENCING AS PREVIOUSLY OUTLINED WITH THE FOLLOWING MODIFICATIONS: a. AS APPLICABLE, HORIZONTAL SHEAR PLATES {D} SHALL HAVE AN INCREASED CLIP SIZE WHICH SHALL BE 1 5/8 INCH BY 1 5/8 INCH TO PROVIDE ADEQUATE VENTILATION AND DRAINAGE. CONTACT SIDEPLATE SYSTEMS, INC. IN THE EVENT THAT THE GALVANIZING CONTRACTOR SPECIFICATIONS REQUIRE A LARGER OPENING THAN THAT SPECIFIED HEREIN. b. SEAL WELDING SHALL NOT BE ALLOWED ON THE SIDE PLATES {A}, COVER PLATES {B}, AND/OR ANGLES {H}; THUS, THEY SHALL HAVE A 1/16 INCH GAP INTRODUCED BETWEEN THEM AND THE OUTBOARD FACE OF THE BEAM FLANGES TO ALLOW THE MOLTEN ZINC TO PENETRATE AND SEAL BETWEEN THEIR FAYING SURFACES. c. ANGLE {H} PLACEMENT AND COVER PLATE {B} WIDTH AND HOLE LOCATIONS SHOULD BE ADJUSTED AND DETAILED CORRECTLY IN THE DETAILING OF THE BEAM DUE TO AN INCREASED OUT-TO-OUT DIMENSION OF GAPPED SIDE PLATES {A} ON THE MOMENT FRAME COLUMN. d. DEPTH OF SIDE PLATES {A} AND HOLE LOCATIONS SHOULD BE ADJUSTED AND DETAILED CORRECTLY FOR THE INCREASED DIMENSION BETWEEN GAPPED COVER PLATE {B} (WHEN APPLICABLE) AND GAPPED ANGLES {H} ON THE MOMENT FRAME BEAM. e. ANY DEVIATIONS TO THESE MODIFICATIONS SHALL BE COORDINATED WITH SIDEPLATE SYSTEMS, INC. AND THE SEOR. 2. IF CONTRACTOR ELECTS TO USE A490 BOLTS AND THE PROJECT SPECIFICATIONS REQUIRE GALVANIZATION, ADDITIONAL REQUIREMENTS SHALL BE APPLIED TO THE A490 MATERIAL. A490 BOLTS SHALL NOT BE HOT DIP GALVANIZED. FOR ASTM A490 BOLTS, THE PROPER CORROSION PROTECTION SHALL BE A ZINC/ALUMINUM INORGANIC COATING THAT IS IN CONFORMANCE WITH ASTM F1136 GRADE 3. EXAMPLES OF SUCH COATINGS, BUT NOT ENDORSED HEREIN, ARE MAGNI® 556 AND GEOMET® 321, OR DACROMET®. 3. STANDARD ASTM A490 BOLTS WITH ADDITIONAL PROCESS FOR COATINGS SHALL REQUIRE EVIDENCE OF COMPLIANCE (CERTIFICATION, LETTER, OR SIMILAR) FROM THE APPLICATOR. FIREPROOFING 1. WHEN REQUIRED BY THE GOVERNING CODE FOR CERTAIN TYPES OF CONSTRUCTION, SIDEPLATE CONNECTIONS SHALL HAVE A FIRE- RESISTANCE RATING LIKE THAT OF A STEEL "STRUCTURAL FRAME". 2. THE MINIMUM THICKNESS OF SPRAY-APPLIED FIRE-RESISTIVE MATERIAL (SFRM) FOR STEEL SIDEPLATE CONNECTIONS PLATES THAT ARE NOT ENCASED IN CONCRETE, SHALL BE DETERMINED JUST LIKE THAT OF A PIPE/TUBE COLUMN SECTION WITH A CONSTANT STEEL WALL THICKNESS USING THE THICKNESS OF SIDE PLATE {A} FOR EACH SIDEPLATE CONNECTION ID PER THE SIDEPLATE CONNECTION SCHEDULE, WHICH ARE UNIFORMLY HEATED AND PROTECTED (THE FIRE EXPOSURE OF A PIPE/TUBE COLUMN IS DIRECTLY ANALOGOUS TO A PLATE WITH A 1-SIDED FIRE EXPOSURE AND PROTECTION). THE SFRM SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119 AND LISTED FOR FIRE RESISTIVE PIPE/TUBE COLUMN APPLICATIONS FOR NO LESS THAN THE REQUIRED RATED TIME. 3. WHEN NO VSE OPTION IS SPECIFIED, PROVIDE A CLOSURE PLATE, AS NEEDED, FOR SFRM MATERIAL TO MORE EASILY ADHERE TO. ATTACH CLOSURE PLATE TO THE INSIDE OR OUTSIDE FACE OF THE SIDE PLATE {A} WITHIN THE MIDDLE HALF OF THE SIDE PLATE {A} HEIGHT. DO NOT ATTACH CLOSURE PLATE TO THE BEAM FLANGES OR WEB. 4. THE CONTRACTOR SHALL PROVIDE THE MEANS, TYPICALLY DONE WITH A LAYERING TECHNIQUE, FOR FIREPROOFING ACROSS THE PHYSICAL COLUMN/BEAM SEPARATION (GAP) BETWEEN THE BOTTOM BEAM FLANGE AND THE FACE OF THE COLUMN FLANGE. IF CLOSURE IS REQUIRED FOLLOW ITEMS 4a AND 4b IN THE SIDEPLATE CONSTRUCTION GUIDELINES. INTELLECTUAL PROPERTY 1. IN ORDER TO SAFEGUARD THE AUTHORIZED USE AND INTELLECTUAL PROPERTY OF THE PATENTED SIDEPLATE CONNECTION TECHNOLOGY, THE STEEL FABRICATION SUBCONTRACTOR SHALL SATISFY THE FOLLOWING REQUIREMENTS: a. A NOTICE OF INTELLECTUAL PROPERTY, IDENTICAL TO THAT PROVIDED ON THIS SHEET, SHALL BE AFFIXED ON EACH SHEET OF SHOP DETAIL AND FIELD ERECTION DRAWINGS CONTAINING SIDEPLATE SYSTEM INFORMATION WHICH DISCLOSES IN ANY WAY THE SIDEPLATE CONNECTION CONCEPT PRIOR TO RELEASING SUCH INFORMATION FOR ITS INTENDED USE. SUCH NOTICE SHALL BE PROVIDED TO THE STEEL FABRICATION SUBCONTRACTOR BY SIDEPLATE SYSTEMS, INC. IN A FORMAT (E.G. WORD OR AUTOCAD) SUITABLE TO THE NEEDS OF THE STEEL FABRICATION SUBCONTRACTOR'S DETAILER. b. PATENT LABELS SHALL BE APPLIED IN COMPLIANCE WITH THE GOVERNING PATENT AND INTELLECTUAL PROPERTY LAWS AND SHALL BE PLACED, AS A MINIMUM, IN THE FOLLOWING LOCATIONS: 1. COLUMN SUB ASSEMBLY: • IF PLATE {D} IS REQUIRED, PLACE ONE STICKER ON THE OUTSIDE FACE OF ONE OF THE TWO BOTTOM HORIZONTAL PLATES {D} • IF PLATE {D} IS NOT REQUIRED, PLACE ONE STICKER ON THE WEB OF THE COLUMN BEHIND THE SIDE PLATES {A}. 2. BEAM SUB ASSEMBLY: • PLACE ONE STICKER ON ONE END OF THE BEAM BETWEEN THE TOP AND BOTTOM FLANGES WHERE SIDEPLATE CONNECTIONS OCCUR. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK 02.14.2025 TC AK NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S7.2 SIDEPLATE GENERAL NOTES (2 OF 2) 21-003.C MM SMF BOLTED INTELLECTUAL PROPERTY RIGHTS NOTICE The SIDEPLATE® steel frame connection system is covered by one or more of U.S. Pat. Nos. 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,671; 8,122,672; 8,146,322; 8,176,706; 8,205,408; and 9,091,065 and foreign counterparts. Other U.S. and foreign applications pending. SIDEPLATE® is a registered trademark of MiTek Holdings, Inc., an affiliate of SidePlate Systems, Inc. Copyright © 2024 SidePlate Systems, Inc. All rights reserved. Without limitation, this drawing and the information hereon may be used only following payment of a license fee to SidePlate Systems, Inc. and for the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified. v17.32.08 NO. DATE REMARKS GAP B HORIZ. BOLTS GAP + S/2 {3} WEB ONLY, (4) LOCATIONS S, TYP OVERSIZED HOLE AT SIDE PLATE {A}, TYPICAL ANGLE {G}, (2) LOCATIONS SEE DETAIL CLIP CORNERS PLATE {D}, (4) LOCATIONS SEE NOTE 4 WELD {2} + 1/2" (+/-) {2} SIDE PLATE {A} TO COLUMN FLANGE, (4) LOCATIONS, HOLDBACK PER SCHEDULE [DEMAND CRITICAL] NOTE(S): 1. PROTECTED ZONE ON SIDE PLATE EXTENDS FROM INSIDE FACE OF COLUMN FLANGE TO EDGE OF BOLT HOLE. 2. DIMENSION BETWEEN PLATE {D} AND INSIDE FACE OF COLUMN FLANGE SHALL NOT EXCEED 1/4 INCH. THIS DIMENSION MAY VARY DEPENDING ON THE DETAILER'S PREFERENCE TO ACCOMMODATE MILL TOLERANCE AND/OR THE UNIFORMITY OF PIECE MARKS. 3. THE +/- 1/4 INCH TOLERANCE FOR PLACEMENT OF ANGLES {G} IS TO ENSURE CORRECT TOP OF STEEL PLACEMENT RELATIVE TO THE CENTERLINE OF THE BOTTOM HORIZONTAL ROW OF BOLT HOLES. THE PLACEMENT OF ANGLES {G} SHALL NEVER BE MEASURED FROM THE BOTTOM EDGE OF SIDE PLATE {A} TO ESTABLISH THE CORRECT TOP OF STEEL. 4. THE 1/2 INCH OVERHANG ON THE SIDE PLATE {A} IS TO ENSURE SUFFICIENT ROOM FOR WELD {2}, THE +/- TOLERANCE IS APPLIED SO THAT IF DESIRED, THE DETAILER CAN MAKE THE SIDE PLATES {A} THE SAME LENGTH WITH SLIGHTLY VARYING COLUMN DEPTHS WITHIN A GROUP OF THE SAME CONNECTION ID'S. 5. DIMENSION A = GAP+(HORIZONTAL BOLTS)*(S) {8} ANGLE {G} TO SIDE PLATE {A}, (2) LOCATIONS SIDE PLATE {A}, (2) LOCATIONS PLAN VIEW FRONT ELEVATION SIDE ELEVATION ISOMETRIC 6", TYP PROTECTED ZONE, TYPICAL. SEE NOTE 1 G (8) LOCATIONS WELD {2} HOLDBACK {1} PLATE {D} TO SIDE PLATE {A}, (4) LOCATIONS BEAM DEPTH + G (KEEP DIMENSION) SEE NOTE 3 1" +/- 1/4" PLACE ONE PATENT STICKER ON THE OUTSIDE FACE OF COLUMN FLANGE COLUMNS GREATER THAN W16x = 'T' - 3" ALL OTHER COLUMNS = 'T' SEE NOTE 2 T.O.STEEL EL. BOTTOM OF BEAM VSE HOLES, AS APPLICABLE, SEE DETAIL / 5 S7.3 [DEMAND CRITICAL] WELD {1} + 1/2", TYPICAL / 6 S7.3 WELD {8} REQUIRED IN PROTECTED ZONE, TYPICAL S/2 SEE NOTE 5 A SIDE PLATE {A} NOTE(S): 1. SEE COLUMN SCHEDULE FOR BOLT QUANTITY. 2. TOP ANGLE {G} NOT SHOWN FOR CLARITY. BOTTOM OF BEAM T.O.STEEL EL. EQ EQ 8 1/2" OVERSIZED HOLE, TYPICAL VERT. BOLTS S/2 SIDE PLATE {A} BOTTOM OF BEAM T.O.STEEL EL. OVERSIZED HOLE S/2 MULTIPLE VERTICAL BOLT HOLES SINGLE VERTICAL BOLT HOLE L L NOTE(S): 1. DECK SUPPORT MAY BE ACCOMPLISHED BY WELDING FLAT BAR TO TIP OF ANGLE {G} PER DETAIL OR BY EXTENDING HORIZONTAL LEG OF ANGLE {G} PER DETAIL 2. EDGE SUPPORT MAY BE ACCOMPLISHED BY WELDING FLAT BAR TO TIP OF ANGLE {G} PER DETAIL OR BY EXTENDING HORIZONTAL LEG OF ANGLE {G} PER DETAIL 3. SUGGESTED ANGLE {G} SIZE PROVIDED IN SCHEDULE IS BASED ON COMMONLY AVAILABLE SHAPES PER AISC. IF THE ANGLE {G} SECTION WITH THE GIVEN DIMENSIONS CANNOT BE OBTAINED, THE PIECE SHALL BE FABRICATED BY TRIMMING ONE OR BOTH LEGS OF A LARGER AVAILABLE ANGLE SECTION. 4. ANY ANGLE OF THE REQUIRED THICKNESS THAT IS CAPABLE OF MEETING THE PROPER MATERIAL SPECIFICATIONS AND THE DIMENSIONS SHOWN ABOVE MAY BE USED FOR ANGLE {G}. 5. THE STEEL DETAILER SHOULD CONFIRM AND COORDINATE WITH THE STEEL FABRICATOR WHAT THE PREFERRED OPTION OR PROJECT SPECIFIC CRITERIA WILL BE. VERTICAL LEG TRIM AS REQUIRED G HORIZONTAL LEG HOLE SIZE = BOLT DIA. + 1/8", TYPICAL TRIM AS REQUIRED S/2 S/2 S, TYP / 6 S7.11 / 5 S7.11 / 7 S7.11 / 8 S7.11 NOTE(S): 1. FOR BEAM SLOPES GREATER THAN 2 INCHES PER FOOT, CONTACT SIDEPLATE SYSTEMS, INC. 2. COORDINATE PLATES, ANGLES, AND DIMENSIONS WITH RESPECT TO THE SLOPE OF THE CONNECTION. 3. AT CONTRACTOR'S DISCRETION, SIDE PLATE {A} MAY BE CUT AS SHOWN. FRONT ELEVATION SEE NOTE 3 PLATE {D} SIDE PLATE {A} WELD {2} + 1/2" T.O.STEEL EL. BOTTOM OF BEAM GAP S/2 GAP + S/2 12 2 MAX 6" 6" FRONT ELEVATION SEE NOTE 3 PLATE {D} SIDE PLATE {A} WELD {2} + 1/2" T.O.STEEL EL. BOTTOM OF BEAM GAP GAP + S/2 S/2 12 2 MAX NOTE(S): 1. FOR BEAM SLOPES GREATER THAN 2 INCHES PER FOOT, CONTACT SIDEPLATE SYSTEMS, INC. 2. COORDINATE PLATES, ANGLES, AND DIMENSIONS WITH RESPECT TO THE SLOPE OF THE CONNECTION. 3. AT CONTRACTOR'S DISCRETION, SIDE PLATE {A} MAY BE CUT AS SHOWN. 6" 6" NOTE(S): 1. FOR VERTICAL BOLT HOLE INFORMATION SEE DETAIL 2. AS APPLICABLE, FOR MISCELLANEOUS DETAILS INDICATED BY IDS "M#", REFER TO SIDEPLATE MISCELLANEOUS DETAILS SHEET. / 5 S7.3 ID COLUMN PANEL ZONE DESIGN (INCHES) SIDE PLATE {A} EXTENSION DESIGN (INCHES) COLUMN PLATE WELD BEAM PLATE ANGLE WELD BOLT SERIES {D} {1} {2} {3} SHAPE GAP VSE APPLICABILITY {A} {G} {8} DIAMETER HORIZONTAL # VERTICAL # G L S THICKNESS SIZE SIZE HOLD BACK SIZE THICKNESS B Y SUGGESTED SIZE HORIZONTAL LEG VERTICAL LEG SIZE A10 W14x 3/8 1/4 5/16 1 1/2 1/4 W12X22 1 3/4 Yes 3/4 15 3/4 1 5/8 L6X6X3/4 4 to 6 4 1/4 1 1/8 4 1 2 1/2 8 4 1/2 A20, A21 W14x 3/8 3/8 11/16 2 1/2 3/8 W14X74 3 3/4 Yes 1 3/4 17 5/8 1 1/4 L6X6X3/4 4 to 6 4 to 6 7/16 1 1/8 4 1 2 1/2 8 4 1/2 A40 W30x 3/8 1/4 5/16 1 1/2 1/4 W24X76 2 1/4 Yes 1 27 3/8 1 1/4 L6X6X1 4 to 6 4 to 6 9/16 1 1/8 4 2 2 1/2 8 3 1/2 N.T.S. 1 A TYPE BOLTED CONNECTION N.T.S. 5 SIDE PLATE {A} VSE BOLT HOLE DETAIL (AS APPLICABLE) N.T.S. 6 ANGLE {G} DETAIL N.T.S. 3 SLOPED UP CONNECTION N.T.S. 4 SLOPED DOWN CONNECTION SMF BOLTED INTELLECTUAL PROPERTY RIGHTS NOTICE The SIDEPLATE® steel frame connection system is covered by one or more of U.S. Pat. Nos. 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,671; 8,122,672; 8,146,322; 8,176,706; 8,205,408; and 9,091,065 and foreign counterparts. Other U.S. and foreign applications pending. SIDEPLATE® is a registered trademark of MiTek Holdings, Inc., an affiliate of SidePlate Systems, Inc. Copyright © 2024 SidePlate Systems, Inc. All rights reserved. Without limitation, this drawing and the information hereon may be used only following payment of a license fee to SidePlate Systems, Inc. and for the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified. v17.32.08 N.T.S. 2 A TYPE COLUMN CONNECTION SCHEDULE 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK 02.14.2025 TC AK NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S7.3 SIDEPLATE COLUMN DETAILS, A TYPE 21-003.C MM NO. DATE REMARKS SIDE PLATE {A} SIDE PLATE {A} MULTIPLE VERTICAL BOLT HOLES SINGLE VERTICAL BOLT HOLE NOTE(S): 1. SEE COLUMN SCHEDULE FOR BOLT QUANTITY. 2. TOP ANGLE {G} NOT SHOWN FOR CLARITY. BOTTOM OF BEAM T.O.STEEL EL. EQ EQ 8 1/2" VERT. BOLTS S/2 BOTTOM OF BEAM T.O.STEEL EL. S/2 L L OVERSIZED HOLE, TYPICAL OVERSIZED HOLE NOTE(S): 1. DECK SUPPORT MAY BE ACCOMPLISHED BY WELDING FLAT BAR TO TIP OF ANGLE {G} PER DETAIL OR BY EXTENDING HORIZONTAL LEG OF ANGLE {G} PER DETAIL 2. EDGE SUPPORT MAY BE ACCOMPLISHED BY WELDING FLAT BAR TO TIP OF ANGLE {G} PER DETAIL OR BY EXTENDING HORIZONTAL LEG OF ANGLE {G} PER DETAIL 3. SUGGESTED ANGLE {G} SIZE PROVIDED IN SCHEDULE IS BASED ON COMMONLY AVAILABLE SHAPES PER AISC. IF THE ANGLE {G} SECTION WITH THE GIVEN DIMENSIONS CANNOT BE OBTAINED, THE PIECE SHALL BE FABRICATED BY TRIMMING ONE OR BOTH LEGS OF A LARGER AVAILABLE ANGLE SECTION. 4. ANY ANGLE OF THE REQUIRED THICKNESS THAT IS CAPABLE OF MEETING THE PROPER MATERIAL SPECIFICATIONS AND THE DIMENSIONS SHOWN ABOVE MAY BE USED FOR ANGLE {G}. 5. THE STEEL DETAILER SHOULD CONFIRM AND COORDINATE WITH THE STEEL FABRICATOR WHAT THE PREFERRED OPTION OR PROJECT SPECIFIC CRITERIA WILL BE. VERTICAL LEG TRIM AS REQUIRED G HORIZONTAL LEG HOLE SIZE = BOLT DIA. + 1/8", TYPICAL TRIM AS REQUIRED S/2 S/2 S, TYP / 6 S7.11 / 5 S7.11 / 8 S7.11 / 7 S7.11 NOTE(S): 1. FOR BEAM SLOPES GREATER THAN 2 INCHES PER FOOT, CONTACT SIDEPLATE SYSTEMS, INC. 2. COORDINATE PLATES, ANGLES, AND DIMENSIONS WITH RESPECT TO THE SLOPE OF THE CONNECTION. 3. BEGIN SLOPE OF SIDE PLATE AT OUTSIDE FACE OF COLUMN FLANGE, TYPICAL. NOTE THAT SLOPE OF SIDE PLATE WITHIN THE COLUMN EXTENTS MAY NOT MATCH SLOPE OF BEAM. FRONT ELEVATION PLATE {D} SIDE PLATE {A} T.O.STEEL EL. BOTTOM OF BEAM GAP GAP + S/2 S/2 SEE NOTE 3 12 2 MAX 6" 6" FRONT ELEVATION T.O.STEEL EL. BOTTOM OF BEAM GAP GAP + S/2 S/2 12 2 MAX PLATE {D} SIDE PLATE {A} SEE NOTE 3 NOTE(S): 1. FOR BEAM SLOPES GREATER THAN 2 INCHES PER FOOT, CONTACT SIDEPLATE SYSTEMS, INC. 2. COORDINATE PLATES, ANGLES, AND DIMENSIONS WITH RESPECT TO THE SLOPE OF THE CONNECTION. 3. BEGIN SLOPE OF SIDE PLATE AT OUTSIDE FACE OF COLUMN FLANGE, TYPICAL. NOTE THAT SLOPE OF SIDE PLATE WITHIN THE COLUMN EXTENTS MAY NOT MATCH SLOPE OF BEAM. 6" 6" NOTE(S): 1. FOR VERTICAL BOLT HOLE INFORMATION SEE DETAIL 2. AS APPLICABLE, FOR MISCELLANEOUS DETAILS INDICATED BY IDS "M#", REFER TO SIDEPLATE MISCELLANEOUS DETAILS SHEET. / 5 S7.4 ID COLUMN PANEL ZONE DESIGN (INCHES) SIDE PLATE {A} EXTENSION DESIGN (INCHES) COLUMN PLATE WELD BEAM PLATE ANGLE WELD BOLT SERIES {D} {1} {2} {3} SHAPE GAP VSE APPLICABILITY {A} {G} {8} DIAMETER HORIZONTAL # VERTICAL # G L S THICKNESS SIZE SIZE HOLD BACK SIZE THICKNESS B Y SUGGESTED SIZE HORIZONTAL LEG VERTICAL LEG SIZE B40 W30x 3/8 1/4 7/16 1 1/2 1/4 W24X76 2 1/4 Yes 1 27 3/8 1 1/4 L6X6X1 4 to 6 4 to 6 9/16 1 1/8 4 2 2 1/2 8 3 1/2 GAP B HORIZ. BOLTS GAP + S/2 T.O.STEEL EL. S, TYP OVERSIZED HOLE AT SIDE PLATE {A}, TYPICAL ANGLE {G}, (4) LOCATIONS SEE DETAIL {2} SIDE PLATE {A} TO COLUMN FLANGE, (4) LOCATIONS, HOLDBACK PER SCHEDULE [DEMAND CRITICAL] PLAN VIEW FRONT ELEVATION SIDE ELEVATION ISOMETRIC BOTTOM OF BEAM 6" TYP G (8) LOCATIONS WELD {2} HOLDBACK GAP GAP + S/2 1" +/- 1/4" SEE NOTE 3 BEAM DEPTH + G (KEEP DIMENSION) / 6 S7.4 {3} WEB ONLY, (4) LOCATIONS CLIP CORNERS PLATE {D}, (4) LOCATIONS COLUMNS GREATER THAN W16x = 'T' - 3" ALL OTHER COLUMNS = 'T' SEE NOTE 2 PROTECTED ZONE, TYPICAL. SEE NOTE 1 VSE HOLES, AS APPLICABLE, SEE DETAIL / 5 S7.4 NOTE(S): 1. PROTECTED ZONE ON SIDE PLATE EXTENDS FROM INSIDE FACE OF COLUMN FLANGE TO EDGE OF BOLT HOLE. 2. DIMENSION BETWEEN PLATE {D} AND INSIDE FACE OF COLUMN FLANGE SHALL NOT EXCEED 1/4 INCH. THIS DIMENSION MAY VARY DEPENDING ON THE DETAILER'S PREFERENCE TO ACCOMMODATE MILL TOLERANCE AND/OR THE UNIFORMITY OF PIECE MARKS. 3. THE +/- 1/4 INCH TOLERANCE FOR PLACEMENT OF ANGLES {G} IS TO ENSURE CORRECT TOP OF STEEL PLACEMENT RELATIVE TO THE CENTERLINE OF THE BOTTOM HORIZONTAL ROW OF BOLT HOLES. THE PLACEMENT OF ANGLES {G} SHALL NEVER BE MEASURED FROM THE BOTTOM EDGE OF SIDE PLATE {A} TO ESTABLISH THE CORRECT TOP OF STEEL. 4. DIMENSION A = GAP+(HORIZONTAL BOLTS)*(S) {8} ANGLE {G} TO SIDE PLATE {A}, (4) LOCATIONS SIDE PLATE {A}, (2) LOCATIONS {1} PLATE {D} TO SIDE PLATE {A}, (4) LOCATIONS PLACE ONE PATENT STICKER ON THE OUTSIDE FACE OF COLUMN FLANGE [DEMAND CRITICAL] WELD {1} + 1/2", TYPICAL HORIZ. BOLTS WELD {8} REQUIRED IN PROTECTED ZONE, TYPICAL S/2 S/2 SEE NOTE 4 A SEE NOTE 4 A 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK 02.14.2025 TC AK NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S7.4 SIDEPLATE COLUMN DETAILS, B TYPE 21-003.C MM N.T.S. 5 SIDE PLATE {A} VSE BOLT HOLE DETAIL (AS APPLICABLE) N.T.S. 6 ANGLE {G} DETAIL N.T.S. 3 SLOPED UP CONNECTION N.T.S. 4 SLOPED DOWN CONNECTION SMF BOLTED INTELLECTUAL PROPERTY RIGHTS NOTICE The SIDEPLATE® steel frame connection system is covered by one or more of U.S. Pat. Nos. 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,671; 8,122,672; 8,146,322; 8,176,706; 8,205,408; and 9,091,065 and foreign counterparts. Other U.S. and foreign applications pending. SIDEPLATE® is a registered trademark of MiTek Holdings, Inc., an affiliate of SidePlate Systems, Inc. Copyright © 2024 SidePlate Systems, Inc. All rights reserved. Without limitation, this drawing and the information hereon may be used only following payment of a license fee to SidePlate Systems, Inc. and for the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified. v17.32.08 N.T.S. 2 B TYPE COLUMN CONNECTION SCHEDULE N.T.S. 1 B TYPE BOLTED CONNECTION NO. DATE REMARKS B HORIZ. BOLTS GAP + S/2 {3} WEB ONLY, (4) LOCATIONS T.O.STEEL EL. S, TYP OVERSIZE HOLE AT SIDE PLATE {A}, TYPICAL SEE NOTE 3 WELD {2} + 1/2" (+/-) {2} SIDE PLATE {A} TO COLUMN FLANGE, (4) LOCATIONS, HOLDBACK PER SCHEDULE [DEMAND CRITICAL] PLAN VIEW FRONT ELEVATION SIDE ELEVATION ISOMETRIC BOTTOM OF BEAM GAP + S/2 (8) LOCATIONS WELD {2} HOLDBACK G G E PROTECTED ZONE, TYPICAL. SEE NOTE 1 6" TYP CLIP CORNERS PLATE {D}, (4) LOCATIONS SEE NOTE 2 VSE HOLES, AS APPLICABLE, SEE DETAIL COLUMNS GREATER THAN W16x = 'T' - 3" ALL OTHER COLUMNS = 'T' NOTE(S): 1. PROTECTED ZONE ON SIDE PLATE EXTENDS FROM INSIDE FACE OF COLUMN FLANGE TO EDGE OF BOLT HOLE. 2. DIMENSION BETWEEN PLATE {D} AND INSIDE FACE OF COLUMN FLANGE SHALL NOT EXCEED 1/4 INCH. THIS DIMENSION MAY VARY DEPENDING ON THE DETAILER'S PREFERENCE TO ACCOMMODATE MILL TOLERANCE AND/OR THE UNIFORMITY OF PIECE MARKS. 3. THE 1/2 INCH OVERHANG ON THE SIDE PLATE {A} IS TO ENSURE SUFFICIENT ROOM FOR WELD {2}, THE +/- TOLERANCE IS APPLIED SO THAT IF DESIRED, THE DETAILER CAN MAKE THE SIDE PLATES {A} THE SAME LENGTH WITH SLIGHTLY VARYING COLUMN DEPTHS WITHIN A GROUP OF THE SAME CONNECTION ID'S. 4. DIMENSION A = GAP+(HORIZONTAL BOLTS)*(S) / 3 S7.5 SIDE PLATE {A}, (2) LOCATIONS {1} PLATE {D} TO SIDE PLATE {A}, (4) LOCATIONS PLACE ONE PATENT STICKER ON THE OUTSIDE FACE OF COLUMN FLANGE WELD {1} + 1/2", TYPICAL S/2 SEE NOTE 4 A SIDE PLATE {A} SIDE PLATE {A} MULTIPLE VERTICAL BOLT HOLES SINGLE VERTICAL BOLT HOLE NOTE(S): 1. SEE COLUMN SCHEDULE FOR BOLT QUANTITY. BOTTOM OF BEAM T.O.STEEL EL. EQ EQ 8 1/2" VERT. BOLTS S/2 BOTTOM OF BEAM T.O.STEEL EL. S/2 L L OVERSIZED HOLE, TYPICAL OVERSIZED HOLE NOTE(S): 1. FOR BEAM SLOPES GREATER THAN 2 INCHES PER FOOT, CONTACT SIDEPLATE SYSTEMS, INC. 2. COORDINATE PLATES, ANGLES, AND DIMENSIONS WITH RESPECT TO THE SLOPE OF THE CONNECTION. 3. AT CONTRACTOR'S DISCRETION, SIDE PLATE {A} MAY BE CUT AS SHOWN. FRONT ELEVATION SEE NOTE 3 PLATE {D} SIDE PLATE {A} WELD {2} + 1/2" T.O.STEEL EL. BOTTOM OF BEAM S/2 GAP + S/2 GAP + S/2 12 2 MAX 6" 6" FRONT ELEVATION SEE NOTE 3 PLATE {D} SIDE PLATE {A} WELD {2} + 1/2" T.O.STEEL EL. BOTTOM OF BEAM GAP + S/2 S/2 GAP + S/2 12 2 MAX NOTE(S): 1. FOR BEAM SLOPES GREATER THAN 2 INCHES PER FOOT, CONTACT SIDEPLATE SYSTEMS, INC. 2. COORDINATE PLATES, ANGLES, AND DIMENSIONS WITH RESPECT TO THE SLOPE OF THE CONNECTION. 3. AT CONTRACTOR'S DISCRETION, SIDE PLATE {A} MAY BE CUT AS SHOWN. 6" 6" NOTE(S): 1. FOR VERTICAL BOLT HOLE INFORMATION SEE DETAIL 2. AS APPLICABLE, FOR MISCELLANEOUS DETAILS INDICATED BY IDS "M#", REFER TO SIDEPLATE MISCELLANEOUS DETAILS SHEET. / 3 S7.5 ID COLUMN PANEL ZONE DESIGN (INCHES) SIDE PLATE {A} EXTENSION DESIGN (INCHES) COLUMN PLATE WELD BEAM PLATE BOLT SERIES {D} {1} {2} {3} SHAPE GAP VSE APPLICABILITY {A} DIAMETER HORIZONTAL # VERTICAL # G L S THICKNESS SIZE SIZE HOLD BACK SIZE THICKNESS B E Y A25 W14x 3/8 3/8 9/16 2 3/8 W14X74 2 3/4 Yes 1 1/4 23 5/8 1 5/8 1 1/2 1 1/2 3 1 2 7/8 8 5 3/4 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK 02.14.2025 TC AK NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S7.5 SIDEPLATE COLUMN DETAILS, A TYPE NARROW 21-003.C MM N.T.S. 1 A TYPE NARROW BOLTED CONNECTION N.T.S. 3 SIDE PLATE {A} VSE BOLT HOLE DETAIL (AS APPLICABLE) N.T.S. 4 SLOPED UP CONNECTION N.T.S. 5 SLOPED DOWN CONNECTION SMF BOLTED INTELLECTUAL PROPERTY RIGHTS NOTICE The SIDEPLATE® steel frame connection system is covered by one or more of U.S. Pat. Nos. 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,671; 8,122,672; 8,146,322; 8,176,706; 8,205,408; and 9,091,065 and foreign counterparts. Other U.S. and foreign applications pending. SIDEPLATE® is a registered trademark of MiTek Holdings, Inc., an affiliate of SidePlate Systems, Inc. Copyright © 2024 SidePlate Systems, Inc. All rights reserved. Without limitation, this drawing and the information hereon may be used only following payment of a license fee to SidePlate Systems, Inc. and for the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified. v17.32.08 N.T.S. 2 A TYPE NARROW COLUMN CONNECTION SCHEDULE NO. DATE REMARKS {5} BEAM FLANGE TO PLATE {B}, (2) LOCATIONS. HOLDBACK PER SCHEDULE T.O.STEEL EL. NOTE(S): 1. DIMENSION BETWEEN PLATE {C} AND INSIDE FACE OF BEAM FLANGE SHALL NOT EXCEED 1/4 INCH, AND MAY VARY DEPENDING ON BEAM MILL TOLERANCES. PLATE {C} SHALL BE CENTERED ON THE DEPTH OF THE BEAM. 2. THIS HOLDBACK AND WELD END PROFILE ARE CRITICAL TO THE PERFORMANCE OF THE CONNECTION. SEE DETAIL FRONT ELEVATION SECTION VIEW ISOMETRIC VIEW [DEMAND CRITICAL] {5} BEAM FLANGE TO ANGLE {H}, (2) LOCATIONS. HOLDBACK PER SCHEDULE [DEMAND CRITICAL] PROTECTED ZONE (0.67*BEAM DEPTH) 1/2 COL. DEPTH + GAP J (AS APPLICABLE) COL. C D S/2 S, TYP OVERSIZED HOLE AT PLATE {B}, TYPICAL PLATE {B} PLAN VIEW R TYPICAL WELD {5a} HOLDBACK TOP AND BOTTOM, HORIZONTAL BOLTS COL. bf - 1/4" {4} {4} PLATE {C} TO BEAM WEB, TYPICAL, AS APPLICABLE {5a} BEAM FLANGE TO ANGLE {H}. HOLDBACK PER SCHEDULE [DEMAND CRITICAL] SEE NOTE 1 VSE {F}, AS APPLICABLE, SEE DETAIL ANGLE {H}, (2) LOCATIONS SEE DETAIL / 2 S7.6 VSE {F} HOLE, TYPICAL, AS APPLICABLE, SEE DETAIL / 5 S7.6 {5a} BEAM FLANGE TO PLATE {B}. HOLDBACK PER SCHEDULE [DEMAND CRITICAL] K BEAM DEPTH G SEE NOTE 2 WELD {5} HOLDBACK (4) LOCATIONS PLACE ONE PATENT STICKER AT ONE END OF BEAM / 3 S7.6 / 7 S7.6 COL. bf + H E, TYP NOTE(S): 1. IF THE ANGLE SECTION WITH THE GIVEN DIMENSIONS CANNOT BE OBTAINED, THE PIECE SHALL BE FABRICATED BY TRIMMING ONE OR BOTH LEGS OF A LARGER ROLLED ANGLE SECTION. 2. SUGGESTED ANGLE {H} SIZE PROVIDED IN SCHEDULE IS BASED ON COMMONLY AVAILABLE SHAPES PER AISC. IF THE ANGLE {H} SECTION WITH THE GIVEN DIMENSIONS CANNOT BE OBTAINED, THE PIECE SHALL BE FABRICATED BY TRIMMING ONE OR BOTH LEGS OF A LARGER AVAILABLE ANGLE SECTION. 3. ANY ANGLE OF THE REQUIRED THICKNESS THAT IS CAPABLE OF MEETING THE PROPER MATERIAL SPECIFICATIONS AND LEG DIMENSION REQUIREMENTS GIVEN IN THE SCHEDULE MAY BE USED FOR ANGLE {H}. 4. MITER CUT NEED NOT BE FLUSH WITH HORIZONTAL LEG. DIMENSION MITER CUT TO UNDERSIDE OF HORIZONTAL LEG SHALL NOT EXCEED 1/2 INCH. VERTICAL LEG TRIM AS REQUIRED G HORIZONTAL LEG K C HOLE SIZE = BOLT DIA. + 1/8", TYPICAL TRIM AS REQUIRED 1 1/2" 1 1/2" S/2 S, TYP SEE NOTE 3 NOTE(S): 1. WELD {5} IS SHOWN FROM THE BOTTOM BEAM FLANGE TO THE BOTTOM ANGLE {H}, BUT IT ALSO OCCURS ON THE TOP BEAM FLANGE WHERE IT CONNECTS TO COVER PLATE {B} OR TOP ANGLE {H}. THERE ARE FOUR TOTAL LOCATIONS PER BEAM END. 2. USING APPROXIMATELY A 1/4 INCH STEP BETWEEN ALL WELD PASSES WILL PROVIDE THE REQUIRED TRANSITION AS DEMONSTRATED THROUGH PHYSICAL TESTING. END PROFILE SHALL BE APPROXIMATELY 60 DEGREES +/- 15 DEGREES. 60° (± 15°) 60° (± 15°) WELD {5} HOLDBACK PER SCHEDULE ANGLE {H} BEAM END SEE NOTE 2 NOTE(S): 1. SEE BEAM END SCHEDULE FOR BOLT QUANTITY. 2. EFFECTS OF MILL AND FABRICATION TOLERANCES ARE ACCOUNTED FOR BY MEASURING FROM THE CENTERLINE OF THE HORIZONTAL ROW OF BOLTS IN THE BOTTOM ANGLES {H}. SEE NOTE 2 L (KEEP DIM.) T.O.STEEL EL. EQ EQ 8 1/2" MULTIPLE VERTICAL BOLT HOLES SEE NOTE 2 L (KEEP DIM.) SINGLE VERTICAL BOLT HOLE ANGLE {E} ANGLE {E} USE WHEN ONE BOLT IS REQUIRED PER SCHEDULE HOLE SIZE = BOLT DIA. + 1/8", TYPICAL HOLE SIZE = BOLT DIA. + 1/8" VERT. BOLTS CENTERLINE OF HORIZ. BOLT HOLES IN ANGLE {H} CENTERLINE OF HORIZ. BOLT HOLES IN ANGLE {H} G G NOTE(S): 1. SEE SIDEPLATE SCHEDULE FOR BOLT QUANTITY SEE DETAIL 4" MIN CLIP CORNERS AS REQUIRED PLATE {C} ANGLE {E} {4} TYPICAL {4} TYPICAL HOLE SIZE = BOLT DIA. + 1/8", TYPICAL 1" (+/- 1/4") G / 5 S7.6 BEAMS GREATER THAN W18x = 'T' - 3" ALL OTHER BEAMS = 'T' 'T' - 1" NOTE(S): 1. FOR BEAM SLOPES GREATER THAN 2 INCHES PER FOOT, CONTACT SIDEPLATE SYSTEMS, INC. T.O.STEEL EL. BOTTOM OF BEAM COL. REPRESENTS OUTSIDE FACE OF COLUMN ELEVATION VIEW 12 2 MAX COVER PLATE {B} ANGLE {H} GAP S/2 C GAP S/2 VARIES J NOTE(S): 1. FOR BEAM SLOPES GREATER THAN 2 INCHES PER FOOT, CONTACT SIDEPLATE SYSTEMS, INC. COL. REPRESENTS OUTSIDE FACE OF COLUMN ELEVATION VIEW T.O.STEEL EL. BOTTOM OF BEAM 12 2 MAX COVER PLATE {B} ANGLE {H} GAP S/2 VARIES GAP S/2 C J ID BEAM DESIGN (INCHES) BEAM PLATE ANGLE WELD BOLT SHAPE GAP VSE APPLICABILITY {B} {C} {H} {E} {4} {5} {5a} DIAMETER HORIZONTAL # VERTICAL # G J L S THICKNESS D E R H THICKNESS SUGGESTED SIZE C K HORIZONTAL LEG VERTICAL LEG SIZE SIZE SIZE HOLD BACK SIZE HOLD BACK A10 W12X22 1 3/4 Yes 3/4 15 1 1/2 1 9 1/2 3/8 L7X4X3/4 20 2 6 3/4 4 L4X4X5/8 1/4 1/4 4 1/4 2 1 1/8 4 1 2 1/2 15 3/4 8 4 1/2 A20, A21 W14X74 3 3/4 Yes 3/4 8 1/2 1 1/2 2 11 1/2 3/8 L6X4X3/4 20 1/2 2 1/2 6 4 L4X4X5/8 1/4 1/2 4 1/2 1/2 2 1/2 1 1/8 4 1 2 1/2 15 3/4 8 4 1/2 A40, B40 W24X76 2 1/4 Yes 1 1/4 10 1 1/2 2 10 3/8 L6X6X1 18 4 5 4 L4X4X5/8 1/4 9/16 6 9/16 4 1 1/8 4 2 2 1/2 12 1/4 8 3 1/2 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK 02.14.2025 TC AK NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S7.6 SIDEPLATE BEAM DETAILS 21-003.C MM N.T.S. 1 BEAM END DETAIL N.T.S. 2 ANGLE {H} DETAIL N.T.S. 3 WELD {5} HOLDBACK AND END PROFILE N.T.S. 5 VSE {F} HOLES AND PLACEMENT (AS APPLICABLE) N.T.S. 7 VSE {F} DETAIL (AS APPLICABLE) N.T.S. 8 SLOPED UP BEAM END N.T.S. 6 SLOPED DOWN BEAM END N.T.S. 4 BEAM END SCHEDULE SMF BOLTED INTELLECTUAL PROPERTY RIGHTS NOTICE The SIDEPLATE® steel frame connection system is covered by one or more of U.S. Pat. Nos. 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,671; 8,122,672; 8,146,322; 8,176,706; 8,205,408; and 9,091,065 and foreign counterparts. Other U.S. and foreign applications pending. SIDEPLATE® is a registered trademark of MiTek Holdings, Inc., an affiliate of SidePlate Systems, Inc. Copyright © 2024 SidePlate Systems, Inc. All rights reserved. Without limitation, this drawing and the information hereon may be used only following payment of a license fee to SidePlate Systems, Inc. and for the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified. v17.32.08 NO. DATE REMARKS T.O.STEEL EL. FRONT ELEVATION SECTION VIEW ISOMETRIC VIEW {5} BEAM FLANGE TO ANGLE {H}, (4) LOCATIONS. HOLDBACK PER SCHEDULE [DEMAND CRITICAL] COL. PLAN VIEW BEAM FLANGE TO ANGLE {H}, (4) LOCATIONS. HOLDBACK PER SCHEDULE [DEMAND CRITICAL] {4} {4} PLATE {C} TO BEAM WEB, TYPICAL, AS APPLICABLE SEE NOTE 1 VSE {F}, AS APPLICABLE, SEE DETAIL PROTECTED ZONE (0.67*BEAM DEPTH) 1/2 COL. DEPTH + GAP J (AS APPLICABLE) ANGLE {H}, (4) LOCATIONS SEE DETAIL / 3 S7.7 C TYPICAL WELD {5a} HOLDBACK TOP AND BOTTOM, COL. bf - 1/4" {5a} SEE NOTE 2 WELD {5} HOLDBACK (4) LOCATIONS VSE {F} HOLE, TYPICAL, AS APPLICABLE SEE DETAIL / 5 S7.7 G G BEAM DEPTH PLACE ONE PATENT STICKER AT ONE END OF BEAM K / 6 S7.7 / 4 S7.7 NOTE(S): 1. DIMENSION BETWEEN PLATE {C} AND INSIDE FACE OF BEAM FLANGE SHALL NOT EXCEED 1/4 INCH, AND MAY VARY DEPENDING ON BEAM MILL TOLERANCES. PLATE {C} SHALL BE CENTERED ON THE DEPTH OF THE BEAM. 2. THIS HOLDBACK AND WELD END PROFILE ARE CRITICAL TO THE PERFORMANCE OF THE CONNECTION. SEE DETAIL NOTE(S): 1. IF THE ANGLE SECTION WITH THE GIVEN DIMENSIONS CANNOT BE OBTAINED, THE PIECE SHALL BE FABRICATED BY TRIMMING ONE OR BOTH LEGS OF A LARGER ROLLED ANGLE SECTION. 2. SUGGESTED ANGLE {H} SIZE PROVIDED IN SCHEDULE IS BASED ON COMMONLY AVAILABLE SHAPES PER AISC. IF THE ANGLE {H} SECTION WITH THE GIVEN DIMENSIONS CANNOT BE OBTAINED, THE PIECE SHALL BE FABRICATED BY TRIMMING ONE OR BOTH LEGS OF A LARGER AVAILABLE ANGLE SECTION. 3. ANY ANGLE OF THE REQUIRED THICKNESS THAT IS CAPABLE OF MEETING THE PROPER MATERIAL SPECIFICATIONS AND LEG DIMENSION REQUIREMENTS GIVEN IN THE SCHEDULE MAY BE USED FOR ANGLE {H}. 4. MITER CUT NEED NOT BE FLUSH WITH HORIZONTAL LEG. DIMENSION MITER CUT TO UNDERSIDE OF HORIZONTAL LEG SHALL NOT EXCEED 1/2 INCH. VERTICAL LEG TRIM AS REQUIRED G HORIZONTAL LEG K C HOLE SIZE = BOLT DIA. + 1/8", TYPICAL TRIM AS REQUIRED 1 1/2" 1 1/2" S/2 S, TYP SEE NOTE 3 NOTE(S): 1. WELD {5} IS SHOWN FROM THE BOTTOM BEAM FLANGE TO THE BOTTOM ANGLE {H}, BUT IT ALSO OCCURS ON THE TOP BEAM FLANGE WHERE IT CONNECTS TO COVER PLATE {B} OR TOP ANGLE {H}. THERE ARE FOUR TOTAL LOCATIONS PER BEAM END. 2. USING APPROXIMATELY A 1/4 INCH STEP BETWEEN ALL WELD PASSES WILL PROVIDE THE REQUIRED TRANSITION AS DEMONSTRATED THROUGH PHYSICAL TESTING. END PROFILE SHALL BE APPROXIMATELY 60 DEGREES +/- 15 DEGREES. 60° (± 15°) 60° (± 15°) WELD {5} HOLDBACK PER SCHEDULE ANGLE {H} BEAM END SEE NOTE 2 NOTE(S): 1. SEE BEAM END SCHEDULE FOR BOLT QUANTITY. 2. EFFECTS OF MILL AND FABRICATION TOLERANCES ARE ACCOUNTED FOR BY MEASURING FROM THE CENTERLINE OF THE HORIZONTAL ROW OF BOLTS IN THE BOTTOM ANGLES {H}. SEE NOTE 2 L (KEEP DIM.) T.O.STEEL EL. EQ EQ 8 1/2" MULTIPLE VERTICAL BOLT HOLES SEE NOTE 2 L (KEEP DIM.) SINGLE VERTICAL BOLT HOLE ANGLE {E} ANGLE {E} USE WHEN ONE BOLT IS REQUIRED PER SCHEDULE HOLE SIZE = BOLT DIA. + 1/8", TYPICAL HOLE SIZE = BOLT DIA. + 1/8" VERT. BOLTS CENTERLINE OF HORIZ. BOLT HOLES IN ANGLE {H} CENTERLINE OF HORIZ. BOLT HOLES IN ANGLE {H} G G NOTE(S): 1. SEE SIDEPLATE SCHEDULE FOR BOLT QUANTITY SEE DETAIL 4" MIN CLIP CORNERS AS REQUIRED PLATE {C} ANGLE {E} {4} TYPICAL {4} TYPICAL HOLE SIZE = BOLT DIA. + 1/8", TYPICAL 1" (+/- 1/4") G / 5 S7.7 BEAMS GREATER THAN W18x = 'T' - 3" ALL OTHER BEAMS = 'T' 'T' - 1" NOTE(S): 1. FOR BEAM SLOPES GREATER THAN 2 INCHES PER FOOT, CONTACT SIDEPLATE SYSTEMS, INC. T.O.STEEL EL. BOTTOM OF BEAM COL. REPRESENTS OUTSIDE FACE OF COLUMN ELEVATION VIEW 12 2 MAX ANGLE {H} ANGLE {H} GAP C GAP S/2 VARIES S/2 J NOTE(S): 1. FOR BEAM SLOPES GREATER THAN 2 INCHES PER FOOT, CONTACT SIDEPLATE SYSTEMS, INC. COL. REPRESENTS OUTSIDE FACE OF COLUMN ELEVATION VIEW T.O.STEEL EL. BOTTOM OF BEAM 12 2 MAX ANGLE {H} ANGLE {H} GAP S/2 C GAP S/2 VARIES J ID BEAM DESIGN (INCHES) BEAM PLATE ANGLE WELD BOLT SHAPE GAP VSE APPLICABILITY {C} {H} {E} {4} {5} {5a} DIAMETER HORIZONTAL # VERTICAL # G J L S THICKNESS SUGGESTED SIZE C K HORIZONTAL LEG VERTICAL LEG SIZE SIZE SIZE HOLD BACK SIZE HOLD BACK A25 W14X74 2 3/4 Yes 1/2 L6X6X1 19 3/4 2 1/2 6 4 1/2 L6X6X3/4 5/16 9/16 4 1/2 9/16 2 1/2 1 1/2 3 1 2 7/8 14 3/8 8 5 3/4 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK 02.14.2025 TC AK NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S7.7 SIDEPLATE BEAM DETAILS, NARROW 21-003.C MM N.T.S. 1 NARROW BEAM END DETAIL N.T.S. 3 ANGLE {H} DETAIL N.T.S. 4 WELD {5} HOLDBACK AND END PROFILE N.T.S. 5 VSE {F} HOLE DETAIL (AS APPLICABLE) N.T.S. 6 VSE {F} DETAIL (AS APPLICABLE) N.T.S. 7 SLOPED UP BEAM END N.T.S. 8 SLOPED DOWN BEAM END N.T.S. 2 NARROW BEAM END SCHEDULE SMF BOLTED INTELLECTUAL PROPERTY RIGHTS NOTICE The SIDEPLATE® steel frame connection system is covered by one or more of U.S. Pat. Nos. 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,671; 8,122,672; 8,146,322; 8,176,706; 8,205,408; and 9,091,065 and foreign counterparts. Other U.S. and foreign applications pending. SIDEPLATE® is a registered trademark of MiTek Holdings, Inc., an affiliate of SidePlate Systems, Inc. Copyright © 2024 SidePlate Systems, Inc. All rights reserved. Without limitation, this drawing and the information hereon may be used only following payment of a license fee to SidePlate Systems, Inc. and for the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified. v17.32.08 NO. DATE REMARKS TYPICAL SEQUENCE OF ERECTION: 1. LOWER THE BEAM INTO PLACE FROM ABOVE. 2. INSERT A FEW BOLTS TO SECURE ASSEMBLY. 3. BOTTOM DOG SHALL BE REMOVED. IT IS RECOMMENDED THAT IT BE REMOVED BY TORCH CUTTING A 'V' SECTION OUT OF ONE OF THE ANGLE LEGS TO ALLEVIATE THE LOAD AND THEN PROCEED TO REMOVE IT. IT IS NOT RECOMMENDED TO USE A GRINDING WHEEL TO REMOVE THE WELDS WHILE THE DOG IS UNDER LOAD! 4. BOLTS SHALL BE INSERTED INTO HOLES IN THE BEAM COVER PLATE {B} AND THE SIDE PLATES {A}. 5. SYSTEMATICALLY PRE-TENSION BOLTS PER RCSC SPECIFICATIONS. 6. THE WELD REMNANTS OF THE BOTTOM DOG MAY REMAIN IN PLACE AND DO NOT NEED TO BE GROUND SMOOTH. PLAN VIEW FRONT ELEVATION SECTION VIEW 1. LOWER BEAM INTO PLACE GAP 2. STUFF A FEW BOLTS TO SECURE ASSEMBLY BOTTOM DOG UNDER LOAD BOTTOM DOG UNDER LOAD 3. CAREFULLY REMOVE BOTTOM DOG AS IT IS UNDER LOAD. THEN INSERT ALL REMAINING BOLTS STARTING WITH THE BOTTOM ROW, THEN THE VERTICAL ROW, AND LAST THE TOP ROW. SNUG TIGHTEN ALL BOLTS. BOTTOM DOG REMOVED INSERT FIRST INSERT SECOND (AS APPLICABLE) INSERT THIRD 4. SYSTEMATICALLY PRE-TENSION BOLTS PER SPECIFICATIONS, STARTING WITH THE TIGHTEST PLIES FIRST. (NOTE: COORDINATE LOT TESTING AND INSPECTIONS WITH THIRD PARTY INSPECTION TEAM AS APPROPRIATE) ONCE BOTTOM DOG IS REMOVED, THE SIDE PLATES WILL GENERALLY CLAMP TOGETHER AND MAY ELIMINATE GAPS ID ERECTION DESIGN (INCHES) BEAM BOLT SHAPE DIAMETER HORIZONTAL # VERTICAL # TOTAL # PER BEAM END A10 W12X22 1 1/8 4 1 18 A20, A21 W14X74 1 1/8 4 1 18 A40, B40 W24X76 1 1/8 4 2 20 THE BOLT SHALL EXTEND BEYOND OR BE AT LEAST FLUSH WITH THE OUTER FACE OF THE NUT WHEN PRETENSIONED, SEE NOTE 7 OVERSIZED HOLE SHEAR PLANE HOLE SIZE = BOLT DIA. + 1/8" FOR BOLTS UP TO 1 1/4 INCH DIAMETER MINIMUM (1) ORDINARY THICKNESS ASTM F436 WASHER. 1 1/2 INCH DIAMETER BOLTS SHALL REQUIRE MINIMUM (1) 5/16 INCH THICK WASHER SIDE PLATE {A} OR PLATE {B} FINGER SHIMS MAY BE PLACED BETWEEN FAYING SURFACES OF ANGLES AND PLATE ANGLE {E}, ANGLE {G}, ANGLE {H}, OR PLATE {T} NOTE(S): 1. BOLTS SHALL BE INSTALLED AS SHOWN TO KEEP THREADS OUTSIDE OF SHEAR PLANE. 2. BOLTS SHALL BE SYSTEMATICALLY INSTALLED AS OUTLINED IN THE BOLTING SPECIFICATIONS. FIRST TO A SNUG TIGHT CONDITION, AND THEN PRETENSIONED. 3. USE FINGER SHIMS FOR GAPS GREATER THAN 1/8 INCH UP TO 1/4 INCH. CONTACT SIDEPLATE SYSTEMS, INC. IF GAPS ARE GREATER THAN 1/4 INCH. 4. NUT SHALL BE ASTM A563. 5. THE BOLT/FASTENER ASSEMBLY SHALL BE COVERED IN A LIGHT PROTECTIVE OIL. 6. FOLLOW QUALITY CONTROL SECTION FOR EXPOSURE LIMITATION ON BOLTS/FASTENERS. 7. STEEL DETAILER TO COORDINATE BOLT LENGTHS WITH REQUIRED WASHERS AND POTENTIAL SHIMMING THICKNESS WITH STEEL FABRICATOR. 8. ALL BOLT HOLES SHALL BE ALIGNED TO PERMIT INSERTION OF THE BOLTS WITHOUT UNDUE DAMAGE TO THE THREADS. 9. THE MINIMUM EDGE DISTANCE FROM THE CENTER OF THE HOLE TO THE EDGE OF THE CONNECTED PART IS PERMITTED TO BE LESS THAN THE MINIMUM EDGE DISTANCE PRESCRIBED BY AISC TABLE J3.4 FOR EACH BOLT DIAMETER, BUT SHALL NOT BE LESS THAN ONE BOLT DIAMETER. 10. BOLT ORIENTATION IS PERMITTED TO BE FLIPPED IF THE FOLLOWING CONDITIONS ARE MET: A. IF A HEAVY HEX BOLT IS USED, AN ADDITIONAL WASHER ON THE OVERSIZED HOLE SIDE IS REQUIRED. VERIFY THREAD ARE EXCLUDED FROM THE SHEAR PLANE. B. IF A TC BOLT IS USED, NO ADDITIONAL WASHER IS REQUIRED. VERIFY THREADS ARE EXCLUDED FROM THE SHEAR PLANE. 11. WHEN USING DIRECT TENSION INDICATORS (DTI) FOR PRETENSIONING. VERIFY IF ADDITIONAL WASHER IS REQUIRED TO ENSURE DTIs CAN WORK EFFECTIVELY WHEN PRETENSIONED. F3125 GRADE F2280-X TC BOLT OR F3148 FIXED SPLINE F3125 GRADE A490-X HEAVY HEX BOLT WASHER AS APPLICABLE 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK 02.14.2025 TC AK NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S7.8 SIDEPLATE FIELD ERECTION DETAILS (1 OF 2) 21-003.C MM N.T.S. 1 BEAM ERECTION DETAIL N.T.S. 3 BEAM ERECTION SCHEDULE SMF BOLTED INTELLECTUAL PROPERTY RIGHTS NOTICE The SIDEPLATE® steel frame connection system is covered by one or more of U.S. Pat. Nos. 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,671; 8,122,672; 8,146,322; 8,176,706; 8,205,408; and 9,091,065 and foreign counterparts. Other U.S. and foreign applications pending. SIDEPLATE® is a registered trademark of MiTek Holdings, Inc., an affiliate of SidePlate Systems, Inc. Copyright © 2024 SidePlate Systems, Inc. All rights reserved. Without limitation, this drawing and the information hereon may be used only following payment of a license fee to SidePlate Systems, Inc. and for the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified. v17.32.08 N.T.S. 2 FIELD BOLTING DETAIL NO. DATE REMARKS PLAN VIEW FRONT ELEVATION SECTION VIEW 1. LOWER BEAM INTO PLACE 2. STUFF A FEW BOLTS TO SECURE ASSEMBLY BOTTOM DOG UNDER LOAD BOTTOM DOG UNDER LOAD 3. CAREFULLY REMOVE BOTTOM DOG AS IT IS UNDER LOAD. THEN INSERT ALL REMAINING BOLTS STARTING WITH THE BOTTOM ROW, THEN THE VERTICAL ROW, AND LAST THE TOP ROW. BOTTOM DOG REMOVED INSERT FIRST INSERT SECOND (AS APPLICABLE) INSERT THIRD 4. SYSTEMATICALLY PRE-TENSION BOLTS PER SPECIFICATIONS, STARTING WITH THE TIGHTEST PLIES FIRST. (NOTE: COORDINATE LOT TESTING AND INSPECTIONS WITH THIRD PARTY INSPECTION TEAM AS APPROPRIATE) ONCE BOTTOM DOG IS REMOVED, THE SIDE PLATES WILL GENERALLY CLAMP TOGETHER AND MAY ELIMINATE GAPS GAP TYPICAL SEQUENCE OF ERECTION: 1. LOWER THE BEAM INTO PLACE FROM ABOVE. 2. INSERT A FEW BOLTS TO SECURE ASSEMBLY. 3. BOTTOM DOG SHALL BE REMOVED. IT IS RECOMMENDED THAT IT BE REMOVED BY TORCH CUTTING A 'V' SECTION OUT OF ONE OF THE ANGLE LEGS TO ALLEVIATE THE LOAD AND THEN PROCEED TO REMOVE IT. IT IS NOT RECOMMENDED TO USE A GRINDING WHEEL TO REMOVE THE WELDS WHILE THE DOG IS UNDER LOAD! 4. BOLTS SHALL BE INSERTED INTO HOLES IN THE SIDE PLATES {A}. 5. SYSTEMATICALLY PRE-TENSION BOLTS PER RCSC SPECIFICATIONS. 6. THE WELD REMNANTS OF THE BOTTOM DOG MAY REMAIN IN PLACE AND DO NOT NEED TO BE GROUND SMOOTH. ID ERECTION DESIGN (INCHES) BEAM BOLT SHAPE DIAMETER HORIZONTAL # VERTICAL # TOTAL # PER BEAM END A25 W14X74 1 1/2 3 1 14 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK 02.14.2025 TC AK NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S7.9 SIDEPLATE FIELD ERECTION DETAILS (2 OF 2) 21-003.C MM N.T.S. 1 NARROW BEAM ERECTION DETAIL N.T.S. 2 NARROW BEAM ERECTION SCHEDULE SMF BOLTED INTELLECTUAL PROPERTY RIGHTS NOTICE The SIDEPLATE® steel frame connection system is covered by one or more of U.S. Pat. Nos. 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,671; 8,122,672; 8,146,322; 8,176,706; 8,205,408; and 9,091,065 and foreign counterparts. Other U.S. and foreign applications pending. SIDEPLATE® is a registered trademark of MiTek Holdings, Inc., an affiliate of SidePlate Systems, Inc. Copyright © 2024 SidePlate Systems, Inc. All rights reserved. Without limitation, this drawing and the information hereon may be used only following payment of a license fee to SidePlate Systems, Inc. and for the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified. v17.32.08 NO. DATE REMARKS MISCELLANEOUS ID SEE DETAIL M1 1/S7.10 M2 3/S7.10 PLAN VIEW FRONT ELEVATION SIDE ELEVATION 1" THICK TOP CONTINUITY PLATE, (2) LOCATIONS {3} TOP CONTINUITY PLATE TO COLUMN WEB, (2) LOCATIONS PLATE {D} PER SCHEDULE, (2) LOCATIONS {1} {1} {3} PLATE {D} TO COLUMN WEB ONLY, (2) LOCATIONS PLATE {D} TO SIDE PLATE {A}, (2) LOCATIONS CANTILEVER BEAM TOP FLANGE NOTE(S): 1. WHERE CANTILEVER BEAM IS DEEPER THAN THE SIDEPLATE CONNECTION, PROVIDE BOTTOM CONTINUITY PLATES AS REQUIRED PER EOR DETAILS IN ADDITION TO PLATE {D}. SECTION VIEW LOOKING DOWN TOP CONTINUITY PLATE TO SIDE PLATE {A}, (2) LOCATIONS CJP TOP CONTINUITY PLATE TO COLUMN FLANGES CONTINUITY PLATE WELDS PER EOR DETAILS, AS REQUIRED CANTILEVER BEAM BOTTOM FLANGE CANTILEVER BEAM, FLANGE WELDS PER EOR DETAILS SHEAR CONNECTION PER EOR DETAILS CONTINUITY PLATE PER EOR DETAILS, AS REQUIRED SEE NOTE 1 ISOMETRIC WELD {1] + 1/2", TYPICAL PLAN VIEW FRONT ELEVATION SIDE ELEVATION ISOMETRIC tf PJP TOP CONTINUITY PLATE TO COLUMN WEB, (2) LOCATIONS tf BEAM, FLANGE WELDS PER EOR DETAILS SHEAR CONNECTION PER EOR DETAILS {1} TOP CONTINUITY PLATE TO SIDE PLATE {A}, (2) LOCATIONS 1" THICK TOP CONTINUITY PLATE, (2) LOCATIONS NOTE(S): 1. ATTACHMENT SHOWN ON ONE SIDE OF SIDEPLATE CONNECTION FOR ILLUSTRATION. ATTACHMENT CAN OCCUR ON LEFT SIDE, RIGHT SIDE, OR BOTH SIDES OF CONNECTION AS APPLICABLE. {3} TOP CONTINUITY PLATE TO COLUMN FLANGES WELD {1} + 1/2" TYPICAL BOTTOM CONTINUITY PLATE PER EOR DETAILS / 3 S7.11 PLATE {D} PER SCHEDULE, (2) LOCATIONS, USE PLATE {D} ALTERNATE DETAIL 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK 02.14.2025 TC AK NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S7.10 SIDEPLATE MISCELLANEOUS DETAILS 21-003.C MM N.T.S. 2 MISCELLANEOUS DETAILS SCHEDULE SMF BOLTED INTELLECTUAL PROPERTY RIGHTS NOTICE The SIDEPLATE® steel frame connection system is covered by one or more of U.S. Pat. Nos. 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,671; 8,122,672; 8,146,322; 8,176,706; 8,205,408; and 9,091,065 and foreign counterparts. Other U.S. and foreign applications pending. SIDEPLATE® is a registered trademark of MiTek Holdings, Inc., an affiliate of SidePlate Systems, Inc. Copyright © 2024 SidePlate Systems, Inc. All rights reserved. Without limitation, this drawing and the information hereon may be used only following payment of a license fee to SidePlate Systems, Inc. and for the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified. v17.32.08 NO. DATE REMARKS N.T.S. 3 CANTILEVER TO COLUMN FLANGE AT SIDEPLATE CONNECTION N.T.S. 1 DEEP BEAM WITH TOP FLANGE CONTINUITY PLATE 2. LONGITUDINAL ANGLES {G} NOT SHOWN FOR CLARITY. SIDE PLATE {A} PLATE {D} THICKNESS + WELD {3} LEG + 1/2" NOTE(S): 1. SLOPED CONDITION SHOWN, CONNECTION MAY BE FLAT. PLATE {D}, AS APPLICABLE FRONT ELEVATION PLAN VIEW ANGLE {G} HORIZONTAL LEG MAY BE USED FOR DECK SUPPORT, OR ANGLE {G} HORIZONTAL LEG MAY BE TRIMMED AS NEEDED SHIM PLATE FOR DECK SUPPORT, AS NEEDED PERPENDICULAR BEAM AND CONNECTION BY OTHERS, AS OCCURS NOTE(S): 1. THE STEEL DETAILER SHOULD CONFIRM AND COORDINATE WITH THE GENERAL CONTRACTOR AND/OR STEEL FABRICATOR WHICH PREFERRED OPTION OR PROJECT SPECIFIC CRITERIA TO USE FOR THE DECK SUPPORT. 2" MAX. LENGTH OF ANGLE {G} MAY BE EXTENDED AS SHOWN PLAN VIEW ANGLE {G} HORIZONTAL LEG MAY BE USED FOR DECK SUPPORT, OR ANGLE {G} HORIZONTAL LEG MAY BE TRIMMED AS NEEDED BENT PLATE OR PERIMETER ANGLE BY OTHERS LONG-SLOTTED HOLE FOR CORRECT FIELD PLACEMENT AND ADJUSTMENT SHIM PLATE AND ATTACHMENT BY OTHERS PERPENDICULAR BEAM AND CONNECTION BY OTHERS, AS OCCURS NO WELDS OR PENETRATIONS ALLOWED IN PROTECTED ZONE NOTE(S): 1. THE STEEL DETAILER SHOULD CONFIRM AND COORDINATE WITH THE GENERAL CONTRACTOR AND/OR STEEL FABRICATOR WHICH PREFERRED OPTION OR PROJECT SPECIFIC CRITERIA TO USE FOR THE DECK SUPPORT. LENGTH OF ANGLE {G} MAY BE EXTENDED AS SHOWN 2" MAX. METAL LATH/ LIGHT GAGE PLATE FOR GAP CLOSURE, BY OTHERS NOTE(S): 1. THE STEEL DETAILER SHOULD CONFIRM AND COORDINATE WITH THE GENERAL CONTRACTOR AND/OR STEEL FABRICATOR WHICH PREFERRED OPTION OR PROJECT SPECIFIC CRITERIA TO USE FOR THE GAP CLOSURE. 2. SEE GENERAL NOTES FIREPROOFING SECTION FOR MORE DETAILS. SECTION VIEW PLAN VIEW LIGHT GAGE PLATE FOR GAP CLOSURE, BY OTHERS NOTE(S): 1. THE STEEL DETAILER SHOULD CONFIRM AND COORDINATE WITH THE GENERAL CONTRACTOR AND/OR STEEL FABRICATOR WHICH PREFERRED OPTION OR PROJECT SPECIFIC CRITERIA TO USE FOR THE GAP CLOSURE. 2. SEE GENERAL NOTES FIREPROOFING SECTION FOR MORE DETAILS. 2. LONGITUDINAL ANGLES {G} NOT SHOWN FOR CLARITY. 3. SEE SCHEDULE FOR INFORMATION NOT SHOWN. SIDE PLATE {A} ALTERNATE HORIZONTAL SHEAR PLATE {D} PER DETAIL (2) LOCATIONS SIDE ELEVATION HORIZONTAL SHEAR PLATE {D}, (2) LOCATIONS BEAM AND SHEAR CONNECTION PER EOR DETAILS / 3 S7.11 ADDITIONAL PLATE TO MATCH SIDE PLATE {A} THICKNESS, DIMENSIONS AND ATTACHMENT PER EOR DETAILS, SEE NOTE 1 1/4" GAP NOTE(S): 1. PLATE SHALL BE A572 GRADE 50. NO WELD TIE-IN ACROSS 1/4 INCH GAP. CONTINUITY PLATE PER EOR DETAILS, AS REQUIRED NOTE(S): 1. LONGITUDINAL ANGLES {G} NOT SHOWN FOR CLARITY. 2. SEE SCHEDULE FOR INFORMATION NOT SHOWN. SIDE PLATE {A} HORIZONTAL SHEAR PLATE {D}, (4) LOCATIONS. {1} PLATE {D} TO INSIDE FACE OF SIDE PLATE {A}, (4) LOCATIONS WELD {1} + 1/2" COLUMN WEB SIDE ELEVATION {3} PLATE {D} TO COLUMN WEB, (4) LOCATIONS SIDE ELEVATION 3/16 1@4 1/2" 1/4" THICK FLAT BAR USED FOR DECK SUPPORT TOP VIEW HORIZONTAL LEG ISOMETRIC 2" NOTE(S): 1. THE STEEL DETAILER SHOULD CONFIRM AND COORDINATE WITH THE GENERAL CONTRACTOR AND/OR STEEL FABRICATOR WHICH PREFERRED OPTION OR PROJECT SPECIFIC CRITERIA TO USE FOR THE DECK SUPPORT. PLAN VIEW FLAT BAR MAY BE WELDED TO TIP OF ANGLE {G} FOR DECK OR SLAB EDGE SUPPORT, SEE DETAIL BENT PLATE OR PERIMETER ANGLE BY OTHERS LONG-SLOTTED HOLE FOR CORRECT FIELD PLACEMENT AND ADJUSTMENT SHIM PLATE AND ATTACHMENT BY OTHERS / 4 S7.11 PERPENDICULAR BEAM AND CONNECTION BY OTHERS, AS OCCURS NO WELDS OR PENETRATIONS ALLOWED IN PROTECTED ZONE NOTE(S): 1. THE STEEL DETAILER SHOULD CONFIRM AND COORDINATE WITH THE GENERAL CONTRACTOR AND/OR STEEL FABRICATOR WHICH PREFERRED OPTION OR PROJECT SPECIFIC CRITERIA TO USE FOR THE DECK SUPPORT. LENGTH OF ANGLE {G} AND BAR MAY BE EXTENDED AS SHOWN 2" MAX PLAN VIEW FLAT BAR MAY BE WELDED TO TIP OF ANGLE {G} FOR DECK SUPPORT, SEE DETAIL SHIM PLATE FOR DECK SUPPORT, AS NEEDED / 4 S7.11 PERPENDICULAR BEAM AND CONNECTION BY OTHERS, AS OCCURS NOTE(S): 1. THE STEEL DETAILER SHOULD CONFIRM AND COORDINATE WITH THE GENERAL CONTRACTOR AND/OR STEEL FABRICATOR WHICH PREFERRED OPTION OR PROJECT SPECIFIC CRITERIA TO USE FOR THE DECK SUPPORT. LENGTH OF ANGLE {G} AND BAR MAY BE EXTENDED AS SHOWN 2" MAX 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK 02.14.2025 TC AK NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S7.11 SIDEPLATE COORDINATION ITEMS (1 OF 2) 21-003.C MM N.T.S. 3 PLATE {D} ALTERNATE DETAIL N.T.S. 2 DISCONTINUOUS COLUMN DETAIL N.T.S. 4 (OPTIONAL) WELDED FLAT BAR TO ANGLE {G} FOR DECK SUPPORT N.T.S. 6 (OPTIONAL) WELDED FLAT BAR DECK SUPPORT DETAIL N.T.S. 5 (OPTIONAL) WELDED FLAT BAR FOR SLAB EDGE SUPPORT DETAIL N.T.S. 7 (OPTIONAL) ANGLE {G} HORIZONTAL LEG DECK SUPPORT DETAIL N.T.S. 8 (OPTIONAL) ANGLE {G} HORIZONTAL LEG FOR SLAB EDGE SUPPORT DETAIL SMF BOLTED INTELLECTUAL PROPERTY RIGHTS NOTICE The SIDEPLATE® steel frame connection system is covered by one or more of U.S. Pat. Nos. 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,671; 8,122,672; 8,146,322; 8,176,706; 8,205,408; and 9,091,065 and foreign counterparts. Other U.S. and foreign applications pending. SIDEPLATE® is a registered trademark of MiTek Holdings, Inc., an affiliate of SidePlate Systems, Inc. Copyright © 2024 SidePlate Systems, Inc. All rights reserved. Without limitation, this drawing and the information hereon may be used only following payment of a license fee to SidePlate Systems, Inc. and for the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified. v17.32.08 N.T.S. 1 DEEP SHEAR CONNECTION TO SIDEPLATE CONNECTION (AS APPLICABLE) N.T.S. 9 (OPTIONAL) NO VSE BEAM GAP CLOSURE DETAIL N.T.S. 10 (OPTIONAL) GAP CLOSURE DETAIL NO. DATE REMARKS PLAN VIEW LIGHT GAGE PLATE FOR GAP CLOSURE, BY OTHERS NOTE(S): 1. THE STEEL DETAILER SHOULD CONFIRM AND COORDINATE WITH THE GENERAL CONTRACTOR AND/OR STEEL FABRICATOR WHICH PREFERRED OPTION OR PROJECT SPECIFIC CRITERIA TO USE FOR THE GAP CLOSURE. 2. SEE GENERAL NOTES FIREPROOFING SECTION FOR MORE DETAILS. PLAN VIEW BENT PLATE OR PERIMETER ANGLE BY OTHERS LONG-SLOTTED HOLE FOR CORRECT FIELD PLACEMENT AND ADJUSTMENT OPTIONAL SLOT IN TOP LEG OF ANGLE TO MINIMIZE THE POTENTIAL STRONG BACK EFFECT AND TO ALLOW SIDE PLATES BE SPREAD APART IN FABRICATION SHOP PERPENDICULAR BEAM AND CONNECTION BY OTHERS, AS OCCURS DECK SUPPORT ANGLE PER DETAIL / 2 S7.12 NO WELDS OR PENETRATIONS ALLOWED IN PROTECTED ZONE NOTE(S): 1. THE STEEL DETAILER SHOULD CONFIRM AND COORDINATE WITH THE GENERAL CONTRACTOR AND/OR STEEL FABRICATOR WHICH PREFERRED OPTION OR PROJECT SPECIFIC CRITERIA TO USE FOR THE DECK SUPPORT. DO NOT WELD IN PROTECTED ZONE ON SIDE PLATE MINIMUM L3X3X1/4 ANGLE ADDED FOR DECK SUPPORT, AS REQUIRED. 1/4 2@12 FRONT ELEVATION NOTE(S): 1. THE STEEL DETAILER SHOULD CONFIRM AND COORDINATE WITH THE GENERAL CONTRACTOR AND/OR STEEL FABRICATOR WHICH PREFERRED OPTION OR PROJECT SPECIFIC CRITERIA TO USE FOR THE DECK SUPPORT. PLAN VIEW OPTIONAL SLOT IN TOP LEG OF ANGLE TO MINIMIZE THE POTENTIAL STRONG BACK EFFECT AND TO ALLOW SIDE PLATES BE SPREAD APART IN FABRICATION SHOP DECK MANUFACTURER PROVIDE MINIMUM DECK SUPPORT AS REQUIRED BY PERPENDICULAR BEAM AND CONNECTION BY OTHERS, AS OCCURS DECK SUPPORT ANGLE PER DETAIL / 2 S7.12 NOTE(S): 1. THE STEEL DETAILER SHOULD CONFIRM AND COORDINATE WITH THE GENERAL CONTRACTOR AND/OR STEEL FABRICATOR WHICH PREFERRED OPTION OR PROJECT SPECIFIC CRITERIA TO USE FOR THE DECK SUPPORT. METAL LATH/ LIGHT GAGE PLATE FOR GAP CLOSURE, BY OTHERS NOTE(S): 1. THE STEEL DETAILER SHOULD CONFIRM AND COORDINATE WITH THE GENERAL CONTRACTOR AND/OR STEEL FABRICATOR WHICH PREFERRED OPTION OR PROJECT SPECIFIC CRITERIA TO USE FOR THE GAP CLOSURE. 2. SEE GENERAL NOTES FIREPROOFING SECTION FOR MORE DETAILS. SECTION VIEW N.T.S. 3 (OPTIONAL) NARROW CONFIGURATION DECK SUPPORT DETAIL N.T.S. 1 (OPTIONAL) NARROW CONFIGURATION SLAB EDGE DETAIL N.T.S. 2 (OPTIONAL) DECK SUPPORT ANGLE DETAIL N.T.S. 5 (OPTIONAL) NO VSE BEAM GAP CLOSURE DETAIL NARROW N.T.S. 4 (OPTIONAL) GAP CLOSURE DETAIL NARROW 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK 02.14.2025 TC AK NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S7.12 SIDEPLATE COORDINATION ITEMS (2 OF 2) 21-003.C MM SMF BOLTED INTELLECTUAL PROPERTY RIGHTS NOTICE The SIDEPLATE® steel frame connection system is covered by one or more of U.S. Pat. Nos. 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,671; 8,122,672; 8,146,322; 8,176,706; 8,205,408; and 9,091,065 and foreign counterparts. Other U.S. and foreign applications pending. SIDEPLATE® is a registered trademark of MiTek Holdings, Inc., an affiliate of SidePlate Systems, Inc. Copyright © 2024 SidePlate Systems, Inc. All rights reserved. Without limitation, this drawing and the information hereon may be used only following payment of a license fee to SidePlate Systems, Inc. and for the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified. v17.32.08 NO. DATE REMARKS CONSTRUCTION GUIDELINES 1. THE CONTRACTOR SHALL ASSUME FULL AND COMPLETE RESPONSIBILITY FOR THE MEANS AND METHODS OF CONSTRUCTING THE STEEL FRAME USING THE SIDEPLATE BOLTED SYSTEM. CONSTRUCTION MEANS AND METHODS SHALL BE COMPLIANT WITH THE CURRENT PROVISIONS OF AWS D1.1, AWS D1.8, THE AISC 360 CODE OF STANDARD PRACTICE, THE RCSC HIGH-STRENGTH BOLTING SPECIFICATIONS, AND THE CONSTRUCTION GUIDELINES PROVIDED HEREIN AND SHALL INCLUDE, BUT ARE NOT LIMITED TO: a. DIMENSIONAL VERIFICATION AND CONTROL b. FILLET WELD END PROFILE AND HOLD BACK DISTANCES FROM EDGE OF PLATE, SEE GRAPHIC NO. 7 AND GRAPHIC NO. 8 c. STEEL DETAILING AND ERECTION DRAWINGS d. FABRICATION AND ERECTION PROCEDURES (INCLUDING METHODS FOR CONTROLLING DISTORTION DUE TO WELD SHRINKAGE, AND FOR CONTROLLING COMBINED MILL, FABRICATION AND ERECTION TOLERANCES) e. WELDING PROCEDURES f. WELDING SEQUENCE OF FABRICATED AND ERECTED ELEMENTS g. QUALITY CONTROL MEASURES h. CONSTRUCTION AIDS SUCH AS ERECTION RIGGING AND SHORING i. PROPER BOLT HOLE ALIGNMENT j. PROPER PRETENSIONING OF BOLTS FIELD ERECTION OF SIDEPLATE BOLTED SYSTEM 1. LOWER THE BEAM ASSEMBLY INTO OPPOSING COLUMN ASSEMBLIES. SEE GRAPHIC NO. 9 a. RACK BEAM SUCH THAT WEB IS PERPENDICULAR TO THE GROUND, FACILITATING MAXIMUM TOLERANCE WITHOUT THE BEAM BEING TILTED AS IT IS LOWERED DOWN BETWEEN THE SIDE PLATES {A}, SEE GRAPHIC NO. 10. b. IF THE OPPOSING COLUMNS ARE SLIGHTLY SKEWED IN RELATION TO ONE ANOTHER, MAKING IT DIFFICULT TO LOWER THE BEAM DOWN BETWEEN THEM SIMULTANEOUSLY, THE BEAM ASSEMBLY CAN BE TILTED AND PLACED FIRST ON ONE COLUMN (LIKELY THE ONE WITH THE GREATEST TWIST). THEN A CHOKER ON THE OPPOSITE END OF THE BEAM CAN BE USED TO PULL IT OVER SO THAT IT IS IN ALIGNMENT ALLOWING THE FREE END OF THE BEAM TO BE DROPPED DOWN INTO PLACE. IN NO CASE SHALL THE BEAM BE OVERDRAWN OR TWISTED SUCH THAT THE NON-PARALLEL COLUMNS' ERECTION AIDS FAIL. 2. CAREFULLY REMOVE BOTTOM 'DOG' WHICH IS UNDER LOAD. IT IS RECOMMENDED THAT IT BE REMOVED BY TORCH CUTTING A 'V' SECTION OUT OF ONE OF THE ANGLE LEGS TO ALLEVIATE THE LOAD AND THEN PROCEED TO REMOVE IT. IT IS NOT RECOMMENDED TO USE A GRINDING WHEEL TO REMOVE THE WELDS WHILE THE DOG IS UNDER LOAD! BOTTOM 'DOG' ATTACHMENT WELD MAY REMAIN AND IS NOT NECESSARY TO BE GROUND FLUSH. BOTTOM DOGS SHALL BE REMOVED PRIOR TO PRETENSIONING SIDEPLATE BOLTS. 3. INSTALL BOLTS WHICH SERVE AS CLAMPING DEVICES TO 1) PULL SIDE PLATES {A} IN AS CLOSE AS PRACTICABLE TO THE ANGLES {H} OF THE BEAM ASSEMBLY AND 2) PULL ANGLES {G} ON COLUMN TREE ASSEMBLY AS CLOSE AS PRACTICABLE TO COVER PLATE {B}. BOLTS SHALL BE SYSTEMATICALLY INSTALLED AS OUTLINED IN THE BOLTING SPECIFICATIONS, FIRST TO A SNUG TIGHT CONDITION AND THEN PRETENSIONED. PRIOR TO PRETENSIONING, THE DISTANCE BETWEEN FAYING SURFACES SHALL BE MEASURED. IF DISTANCE EQUALS 1/8 INCH OR LESS, NO FURTHER ACTION IS REQUIRED PRIOR TO PRETENSIONING. IF DISTANCE IS GREATER THAN 1/8 INCH UP TO 1/4 INCH, A SINGLE-PLY FINGER SHIM SHALL BE INSTALLED BETWEEN FAYING SURFACES PRIOR TO PRETENSIONING. FOR GAPS GREATER THAN 1/4 INCH, CONTACT SIDEPLATE FOR REMEDIAL MEASURES. WASHER IS REQUIRED UNDER THE NUT (AND IN SOME CASES UNDER THE HEAD OF HEAVY HEX). BOLTS SHALL BE INSTALLED AS SHOWN IN GRAPHIC NO. 11. 4. BOLT IN FIELD AS SHOWN IN GRAPHIC NO. 12 AND GRAPHIC NO. 13 TO COMPLETE ASSEMBLY. 2. THE SEQUENCE OF CONSTRUCTION OPTIONS PROVIDED BELOW IN THESE CONSTRUCTION GUIDELINES HAVE PROVEN TO BE SUCCESSFUL BY STEEL FABRICATORS AND ERECTORS TO COST EFFICIENTLY CONSTRUCT THE BOLTED SIDEPLATE CONNECTION SYSTEM. VARIATIONS TO THESE CONSTRUCTION SEQUENCE OPTIONS PROVIDED BELOW SHALL BE SUBMITTED FOR REVIEW AND DISPOSITION TO SIDEPLATE SYSTEMS, INC. 3. A PRE-DETAILING MEETING, PRE-FABRICATION MEETING, AND PRE-ERECTION MEETING WITH A SIDEPLATE SYSTEMS, INC REPRESENTATIVE ARE REQUIRED FOR ALL PROJECTS. THE MEETINGS ARE INTENDED TO SHARE BEST PRACTICES AND COMMON MISTAKES TO AVOID. 4. COLUMN/BEAM SEPARATION (GAP) CLOSURE a. PROVIDE A FOLDED STRIP OF LIGHT GAGE METAL, OR SIMILAR, SECURED TO STEEL SURFACES BY DUCT TAPE OR A TACK WELD LOCATED AS CLOSE AS PRACTICABLE TO THE MID SECTION OF THE BEAM FLANGES OR TOP COVER PLATE {B} ACROSS THE PHYSICAL COLUMN/BEAM SEPARATION (GAP) BETWEEN THE BEAM FLANGES OR TOP COVER PLATE {B} AND THE FACE OF COLUMN FLANGE. THIS SHALL PREVENT CONCRETE FILL FROM ENTERING THROUGH THE SEPARATION (GAP). b. IN NO CASE SHALL THE FOLDED STRIP OF LIGHT GAGE MATERIAL BE WELDED TO THE EDGE OF SIDE PLATE {A}, OR TO THE FACE OF COLUMN FLANGE TO ACHIEVE CLOSURE OF THE PHYSICAL COLUMN/BEAM SEPARATIONS. 5. WHEN NO VSE OPTION IS SPECIFIED, PROVIDE A CLOSURE PLATE, AS NEEDED, FOR SFRM MATERIAL TO MORE EASILY ADHERE TO. ATTACH CLOSURE PLATE TO THE INSIDE OR OUTSIDE FACE OF THE SIDE PLATE {A} WITHIN THE MIDDLE HALF OF THE SIDE PLATE {A} HEIGHT. DO NOT ATTACH CLOSURE PLATE TO THE BEAM FLANGES OR WEB. SHOP FABRICATION OF THE SIDEPLATE BOLTED SYSTEM 1. COLUMN TREE ASSEMBLY a. TACK SIDE PLATES {A} AND HORIZONTAL SHEAR PLATES {D} TO THE COLUMN. • QC INSPECTION SHALL PROVIDE VERIFICATION THAT ACTUAL COLUMN FLANGE WIDTH IS AT LEAST NOMINAL COLUMN FLANGE WIDTH WHERE THE SIDE PLATES {A} ARE TO BE INSTALLED. IN THE UNLIKELY EVENT ACTUAL COLUMN FLANGE WIDTH IS LESS THAN NOMINAL, BUT WITHIN AISC STANDARD MILL TOLERANCES (-3/16 INCH), OR THERE IS A FLANGE OFFSET CREATING A CONDITION WHERE THE SIDE PLATES {A} ARE NOT PARALLEL TO ONE ANOTHER, THE FOLLOWING MAY BE APPLIED: • PLACE A STRUCTURAL GRADE SHIM (A572 GRADE 50KSI) BETWEEN THE SIDE PLATE {A} AND THE COLUMN FLANGE TO OFFSET THE DEFICIENT DISTANCE. THE CORRESPONDING WELD {2} SHALL THEN BE INCREASED BY THE SHIM THICKNESS. • QC INSPECTION SHALL PROVIDE VERIFICATION THAT THE CENTERLINE OF THE BOTTOM ROW OF THE LONGITUDINAL BOLT HOLES ARE SET TO THEIR CORRECT ELEVATION. THIS CENTERLINE MARK WILL BECOME THE WORKING POINT FOR THE CORRECT PLACEMENT OF ANGLE {G}, AS REQUIRED, AND IS ULTIMATELY USED TO SET THE ELEVATION FOR THE TOP OF STEEL IN THE SYSTEM. b. WELD HORIZONTAL SHEAR PLATES {D} TO COLUMN WEB USING FILLET WELDS {3} ON OUTER FACE OF PLATE. WHEN WELD {3} OCCURS ON THE COLUMN FLANGES, A WELD TIE-IN OF FILLET WELDS {3} SHALL NOT BE ALLOWED ACROSS THE CLIPPED CORNER OF HORIZONTAL SHEAR PLATE {D} AT THE K-LINE AREA. SEE PREPARATION NOTE 4.a IN SIDEPLATE GENERAL NOTES. c. WELD HORIZONTAL SHEAR PLATES {D} TO SIDE PLATE {A} USING FILLET WELD {1}. d. TEMPORARILY MAINTAIN A SLIGHT (E.G. 1/2 INCH +/-) FLARED-OUT SEPARATION OF SIDE PLATES {A} (CARE SHALL BE TAKEN TO NOT OVER SPREAD IN THIS CONDITION, AS THAT MAY BREAK THE TACKS HOLDING THE SIDE PLATE {A} IN PLACE). IN ANTICIPATION OF WELD {2} SHRINKAGE EFFECTS, PLACE SUITABLE CONSTRUCTION AIDS (SUCH AS ANGLE, PIPES OR WOOD BLOCK) AT THE TOP AND BOTTOM OF SIDE PLATE {A}. AIDS MAY BE CUT TO FIT AND BEAR ON THE INSIDE FACE OF SIDE PLATES {A} OR CUT LONG AND TACKED TO THE EDGES OF SIDE PLATES {A}. SUCH CONSTRUCTION AIDS ACT AS SPACERS DURING THE WELDING AND SUBSEQUENT COOL DOWN OF FILLET WELDS {2}. SEE GRAPHIC NO. 1. GRAPHIC NO. 1 - COLUMN TREE ASSEMBLY PREPARATION FOR WELD {2} FRONT ELEVATION PLAN VIEW TEMPORARY CONSTRUCTION AID AT INSIDE OF SIDE PLATES {A} SUCH AS ANGLE, PIPE, WOOD, ETC. (NOTE: THESE AIDS CAN ALSO BE LONGER AND WELDED TO THE EDGE OF THE SIDE PLATES) SEE SECTION 1.d e. WELD INSIDE FACE OF SIDE PLATES {A} TO THE FLANGE TIPS OF COLUMN USING FILLET WELDS {2}. REFER TO GRAPHIC NO. 2 FOR CONDITIONS WITH NON-SQUARE COLUMN FLANGE TOES DUE TO MILL ROLLING. • SHIMS ARE PERMITTED BETWEEN SIDE PLATE {A} AND COLUMN FLANGE IN CONDITIONS DUE TO MILL ROLLING. • THE MATERIAL GRADE OF THE SHIM SHALL MATCH THE GRADE USED ON THE SIDE PLATE {A}. • FILLET WELD SIZE SHALL BE INCREASED BY THE THICKNESS OF THE SHIM USED. • REFER TO GRAPHIC NO. 2A FOR MORE DETAIL. f. COLUMN FLANGE TRIMMING IS PERMITTED FOR CONDITIONS DUE TO MILL ROLLING. • TRIMMING MAY BE PERFORMED VIA GRINDING TO SMOOTH OUT ROUGH TRANSITIONS. • TRIMMING SHALL BE DONE FOR THE FULL LENGTH OF THE SIDE PLATE {A} DEPTH (DIMENSION B) PLUS 12 INCHES ABOVE AND BELOW THE TOP AND BOTTOM EDGES OF SIDE PLATE {A}. • IF REPAIR WELDING IS REQUIRED TO FIX GAPS AND GOUGES LARGER THAN 3/16 INCH, IT SHALL BE DONE FOLLOWING AWS PROTOCOLS AND WITH AN APPROVED WPS. • THE FINAL SURFACE SHALL HAVE A MINIMUM 500 MICRO-INCH ANSI WORKMANLIKE FINISH. • ANY AND ALL TRANSITIONS SHALL BE 10:1. • THE FINAL FLANGE WIDTH DIMENSION SHALL BE, AS A MINIMUM, THE NOMINAL DESIGN DIMENSION. g. AS REQUIRED, WELD ANGLES {G} TO THE TOP EDGE AND FACE OF SIDE PLATE {A} USING FILLET WELDS {8}. CARE SHALL BE GIVEN TO THE PLACEMENT OF ANGLE {G} AT THE CORRECT ELEVATION RELATIVE TO THE 'WORKING POINT' OF THE CENTERLINE OF THE BOTTOM LONGITUDINAL BOLT HOLES IN SIDE PLATE {A}. h. AFTER COOL DOWN OF COMPLETED FILLET WELDS {2}, REMOVE TOP CONSTRUCTION AID. VERIFY MINIMUM CLEAR SPREAD DIMENSION (ACTUAL COLUMN FLANGE WIDTH) BETWEEN SIDE PLATES {A}, SEE GRAPHIC NO. 3. THIS IS THE REQUIRED CLEARANCE FOR INSERTING THE BEAM ASSEMBLY. • IF CLEARANCE VERIFICATION IS SUFFICIENT (I.E. NOT LESS THAN THE ACTUAL COLUMN FLANGE WIDTH AND NOT EXCEEDING THE MAXIMUM SPREAD DIMENSION Y), A SUITABLE ERECTION AID ( AKA BOTTOM 'DOG' ) SHALL BE WELDED TO THE BOTTOM EDGE OF THE SIDE PLATES {A}. IT SHALL BE SUFFICIENTLY STRONG TO REMAIN IN PLACE DURING TRANSPORTATION AND ERECTION OF THE BEAM. THIS ERECTION AID WILL BE UNDER LOAD AND CARE SHALL BE TAKEN WHEN REMOVING. • IF CLEARANCE VERIFICATION IS NOT SUFFICIENT (I.E. LESS THAN THE NOMINAL COLUMN FLANGE WIDTH), FLEX SIDE PLATES {A} BY JACKING THEM APART TO A DIMENSION GREATER THAN THE WIDTH OF COLUMN FLANGE. MAXIMUM SEPARATION SHALL NOT EXCEED WIDTH OF COLUMN FLANGE PLUS SCHEDULED SPREAD DIMENSION Y. ONCE NECESSARY CLEARANCE HAS BEEN ESTABLISHED, A SUITABLE ERECTION AID (AKA BOTTOM 'DOG') SHALL THEN BE WELDED TO BOTTOM EDGE OF SIDE PLATES {A}. IT SHALL BE SUFFICIENTLY STRONG TO REMAIN IN PLACE DURING TRANSPORTATION AND ERECTION OF BEAM ASSEMBLY. THIS ERECTION AID WILL BE UNDER LOAD AND CARE SHALL BE TAKEN WHEN REMOVING. • ALTERNATELY, HEAT STRAIGHTENING OF THE PLATES MAY BE USED TO MEET THE MINIMUM CLEAR DIMENSION SPREAD WITH THE FOLLOWING CRITERIA: • USING A 3/4 INCH ROSE BUD HEATING TIP, HEAT THE OUTSIDE FACE OF THE SIDE PLATE ADJUNCT TO THE FREE UNSUPPORTED SIDE OF THE COLUMN FLANGE FOR MAJORITY OF THE FULL DIMENSION B DEPTH (HOLD HEATING BACK FROM TOP AND BOTTOM ENDS OF SIDE PLATE {A} BY 2 INCHES). THE WIDTH OR HEAT ZONE SHALL BE 3/4 INCH TO 1 1/4 INCH. TRAVEL SPEED OF HEATING SHALL BE 2 INCHES PER MINUTE AND MAXIMUM TEMPERATURE INPUT SHALL NOT BE MORE THAN 950 DEGREES. GRAPHIC NO. 2 - MILL ROLL INDUCED GAP PLAN VIEW GAP DUE TO MILL ROLL COLUMN FLANGE SIDE PLATE {A} WELD {2} • IF MILL ROLL GAP < 1/16", PERFORM FILLET WELD {2} AS SCHEDULED. • IF MILL ROLL GAP > 1/16", RUN AN INITIAL PASS TO FILL GAP. THEN PERFORM FILLET WELD {2} AS SCHEDULED. GRAPHIC NO. 2A - STEEL SHIM BETWEEN COLUMN FLANGE AND SIDE PLATE {A} STEEL SHIM, MATERIAL GRADE TO MATCH SIDE PLATE {A} WELD {2}, INCREASE WELD SIZE BY THICKNESS OF SHIM USED SIDE PLATE {A} COLUMN FLANGE GRAPHIC NO. 3 - COMPLETED SIDEPLATE BOLTED COLUMN TREE ASSEMBLY PLACE ONE PATENT STICKER ON OUTSIDE FACE OF ONE BOTTOM PLATE {D} SIDE PLATE {A} ANGLE {G} PLATE {D} ERECTION AID AKA BOTTOM DOG COLUMN bf, MIN. MAX SPREAD = COLUMN bf + Y 2. BEAM ASSEMBLY a. THE COVER PLATE {B} AND LONGITUDINAL ANGLES {H} SHALL BE PLACED AS PERPENDICULAR AS POSSIBLE TO THE WEB OF BEAM, REGARDLESS OF POSSIBLE FLANGE TILT (AS ROLLED BY THE MILL). SEE GRAPHIC NO. 4. b. PLACEMENT OF ANGLES {H} SHALL BE SUCH THAT THEIR BOLT HOLES ARE ALIGNED WITH EACH OTHER AS MUCH AS POSSIBLE IN BOTH THEIR VERTICAL AND HORIZONTAL POSITIONS, ALLOWING THE CENTERLINE OF THE LONGITUDINAL ROWS TO BE THE 'WORKING POINT' FOR THE PLACEMENT OF VSE {F}. THIS WILL PROVIDE ASSURANCE THAT THE LONGITUDINAL BOLT HOLES IN THE BEAM ASSEMBLY WILL LINE UP WITH THE LONGITUDINAL BOLT HOLTS IN THE COLUMN ASSEMBLY. ANY OVER RUN IN THE AS BUILT DIMENSIONS WILL CREATE A GAP BETWEEN ANGLES {G} AND COVER PLATE {B}. SHIM AS REQUIRED. ANY UNDER RUN IN THE AS BUILT DIMENSIONS SHOULD BE ACCOMMODATED BY THE OVERSIZED BOLT HOLE TOLERANCES. c. IN THE EVENT THE RADIUS OF THE ANGLE IS LARGER THAN THE EDGE DISTANCE REQUIRED TO PLACE FILLET WELD {5} FROM THE ANGLE {H} TO THE BEAM FLANGE TIPS, ROTATE ASSEMBLY ON ITS SIDE SO THAT THE WEB IS PARALLEL TO THE GROUND. IN THIS POSITION THE RADIUS OF THE ANGLE CAN BE BUILT UP. SEE GRAPHIC NO. 5. d. NOTE THAT IN SOME CONDITIONS ANGLES MAY NOT BE 90 DEGREES. CARE SHALL BE GIVEN TO MEASURE THE SUGGESTED WIDTH FROM THE MOST EXTREME POINT ON THE EXTERIOR FACE OF ANGLE {H} (WHICH MAY OCCUR AT THE TOE OF THE ANGLE VERSES ITS APEX). e. THE ENTIRE EXTERIOR FACE OF THE OUTSTANDING LEG OF ANGLE {H} SHALL BE PLACED PARALLEL TO THE WEB OF THE BEAM AS MUCH AS PRACTICABLE. f. WELD COVER PLATES {B} AND ANGLES {H} TO BEAM FLANGE USING FILLET WELD {5} AND {5a}. SEE GRAPHIC NO. 8. g. WELD VSE {F} TO THE BEAM WEB, AS REQUIRED. SEE GRAPHIC NO. 8. IT IS RECOMMENDED THAT THE VSE {F} BE WELDED LAST AS A DISTORTION CONTROL METHOD DUE TO THE POTENTIAL WARPING EFFECTS OF WELD {5}. THE EXTERIOR FACE OF THE VSE {F} SHALL EITHER BE FLUSH WITH THE EXTERIOR FACE OF ANGLE {H}, OR SLIGHTLY RECESSED TOWARDS THE BEAM WEB UP TO 1/16 INCH FROM THE EXTERIOR FACE OF ANGLE {H}, SEE GRAPHIC NO. 4. THE VERTICAL PLACEMENT OF THE VSE {F} SHALL BE SET BY THE KEEP DIMENSION FROM ITS BOTTOM BOLT HOLE TO THE CENTERLINE OF THE BOTTOM LONGITUDINAL ROW OF BOLT HOLES IN ANGLES {H} (I.E. THE 'WORKING POINT' OF THE BEAM). THIS WILL VERIFY PROPER ALIGNMENT OF THE BOLT HOLES IN THE COLUMN ASSEMBLY WITH THOSE IN THE BEAM ASSEMBLY, IRRESPECTIVE OF MILL TOLERANCES. h. TACK WELDING IN THE BEAM PROTECTED ZONE SHALL NOT BE PERMITTED. IF THIS SHOULD OCCUR, IT SHALL BE REPAIRED BY FOLLOWING AWS PROTOCOLS. 3. THE FOLLOWING FABRICATION AND SEPARATION MEASURES ARE IMPLEMENTED AND MAINTAINED THROUGH DELIVERY TO THE FIELD IN ORDER TO FACILITATE THE LOWERING INTO PLACE OF THE BEAM ASSEMBLY BETWEEN SIDE PLATES {A} OF OPPOSING COLUMN ASSEMBLIES. a. MAINTAIN, AS A MINIMUM, THE ACTUAL COLUMN FLANGE WIDTH ANYWHERE IN BETWEEN THE INTERIOR FACES OF SIDES PLATES {A} FROM TOP TO BOTTOM, TO ENSURE SUFFICIENT RATTLE SPACE UPON LOWERING THE BEAM ASSEMBLY INTO PLACE. b. THE DETAILED DISTANCE FROM EXTERIOR FACES OF ANGLES {H} ON THE BEAM ASSEMBLY SHALL BE CORRESPONDINGLY DIMENSIONED PER THE TABLE IN GRAPHIC NO. 4. THIS REDUCTION SHALL BE BASED ON THE FABRICATOR'S EXPERIENCE WITH THE TYPICAL MILL OVERRUNS IN THE COLUMN FLANGE WIDTH FOR THE COLUMN SECTIONS BEING USED. THE PROPER DETAILED DIMENSIONING OF THESE ANGLES {H} IS TO FACILITATE ERECTION CLEARANCE DURING THE LOWERING OF THE BEAM ASSEMBLY INTO PLACE. • IT IS IMPORTANT TO MAINTAIN SUFFICIENT EDGE DISTANCE BETWEEN THE LONGITUDINAL FACE OF THE BOTTOM ANGLES {H} WITH RESPECT TO ITS APEX AND RADIUS AND THE CORRESPONDING FLANGE TIP OF THE BEAM FOR PLACEMENT OF WELD {5}, SEE GRAPHIC NO. 5. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK 02.14.2025 TC AK NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S7.13 SIDEPLATE CONSTRUCTION GUIDELINES (1 OF 3) 21-003.C MM SMF BOLTED INTELLECTUAL PROPERTY RIGHTS NOTICE The SIDEPLATE® steel frame connection system is covered by one or more of U.S. Pat. Nos. 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,671; 8,122,672; 8,146,322; 8,176,706; 8,205,408; and 9,091,065 and foreign counterparts. Other U.S. and foreign applications pending. SIDEPLATE® is a registered trademark of MiTek Holdings, Inc., an affiliate of SidePlate Systems, Inc. Copyright © 2024 SidePlate Systems, Inc. All rights reserved. Without limitation, this drawing and the information hereon may be used only following payment of a license fee to SidePlate Systems, Inc. and for the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified. v17.32.08 NO. DATE REMARKS GRAPHIC NO. 4 - ANGLE {H} PLACEMENT TOP FACE OF ANGLE {H} KEEP KEEP HORIZONTAL LEGS SHALL BE PERPENDICULAR TO BEAM WEB COLUMN bf - 1/4" (SEE TABLE) MEASURED AT WIDEST POINT ON EXTERIOR FACE OF ANGLE {H} GRAPHIC NO. 5 - ROTATE BEAM ASSEMBLY TO FACILITATE WELD {5} MATERIAL AT MINIMAL EDGE DISTANCE APPLY REQUIRED FILLET WELD {5} TO BEAM FLANGE TIP AND BUILD UP THE SECTION OF THE CORNER OF THE ANGLE THAT IS CURVED AWAY ROTATE BEAM ASSEMBLY SUCH THAT THE FLANGE IS PERPENDICULAR TO THE GROUND ANGLE {H} EXTERIOR FACE OF VSE {F} SHALL BE FLUSH WITH OR 1/16" RECESSED FROM EXTERIOR FACE OF ANGLE {H}. IN NO CASE SHALL VSE {F} EXTEND BEYOND EXTERIOR FACE OF ANGLE {H}. ANGLE {H} BEAM FLANGE COLUMN FLANGE THICKNESS < 1 1/2" > 1 1/2" REPORTED AVERAGE MILL OVERRUNS 0" - 3/16" 1/8" - 5/16" SUGGESTED ANGLE {H} PLACEMENT COLUMN bf - 1/4" COLUMN bf - 1/8" GRAPHIC NO. 6 - COMPLETED SIDE PLATE BOLTED BEAM END PLACE ONE PATENT STICKER HERE AT ONE END OF THE BEAM MARK CENTERLINE OF HORIZONTAL BOLT HOLES. THIS BECOMES THE 'WORKING POINT' OF THE BEAM ASSEMBLY ANGLE {H} PLATE {B} VSE {F} COL. bf + H (SEE NOTE) NOTE: WHEN COLUMN FLANGE THICKNESS IS GREATER THAN 1 1/2 INCHES, INCREASE COVER PLATE WIDTH BY 1/8 INCH. GRAPHIC NO. 7 - COLUMN ASSEMBLY WELD END PROFILES AND HOLDBACKS WELD {3} WELD {1} WELD {2} WELD HOLDBACK PER SCHEDULE BOTTOM WELD {8} SEE TYPICAL WELD HOLDBACK DETAIL TYPICAL WELD HOLDBACK TOP WELD {8} SEE TYPICAL WELD HOLDBACK DETAIL SEE TYPICAL WELD HOLDBACK DETAIL SEE TYPICAL WELD HOLDBACK DETAIL 3/8" (+/- 1/4") WELD END TRANSITION PER AWS D1.1 STANDARDS FOR MULTI PASS FILLET WELDS, AS APPLICABLE GRAPHIC NO. 8 - BEAM ASSEMBLY WELD END PROFILES AND HOLDBACKS TYPICAL WELD HOLDBACK WELD END TRANSITION PER AWS D1.1 STANDARDS FOR MULTI PASS FILLET WELDS, AS APPLICABLE SEE TYPICAL WELD HOLDBACK DETAIL WELD {5} HOLDBACK PER SCHEDULE 1/4" STEP WELD {5} PROFILE WELD {5} HOLDBACK PER SCHEDULE SEE TYPICAL WELD HOLDBACK DETAIL SEE TYPICAL WELD HOLDBACK DETAIL WELD {5a} HOLDBACK PER SCHEDULE WELD {4} FRONT VIEW SEE TYPICAL WELD HOLDBACK DETAIL WELD {4} BACK VIEW 3/8" (+/- 1/4") WELD {5a} HOLDBACK PER SCHEDULE VIEW OF WELD {5} AND {5a} HOLDBACKS FROM ABOVE BEAM VIEW OF WELD {5} AND {5a} HOLDBACKS FROM BELOW BEAM LOWER BEAM ASSEMBLY INTO PLACE GRAPHIC NO. 9 - FIELD ERECTION OF SIDEPLATE BEAM ASSEMBLY GRAPHIC NO. 10 - INCORRECTLY RACKED BEAM WHEN THE BEAM WEB IS NOT PERPENDICULAR TO THE GROUND, IT MAY CAUSE THE ANGLES TO BIND MAKING IT DIFFICULT TO LOWER INTO PLACE GRAPHIC NO. 11 - BOLTING DETAIL THE BOLT SHALL EXTEND BEYOND OR BE AT LEAST FLUSH WITH THE OUTER FACE OF THE NUT WHEN PRETENSIONED, STEEL DETAILER TO COORDINATE BOLT LENGTHS WITH REQUIRED WASHERS AND POTENTIAL SHIMMING THICKNESS WITH STEEL FABRICATOR SHEAR PLANE. FINGER SHIMS MAY BE PLACED BETWEEN FAYING SURFACES OF ANGLES AND PLATE HOLE SIZE = BOLT DIA. + 1/8" FOR BOLTS UP TO 1 1/4 INCH DIAMETER MINIMUM (1) ORDINARY THICKNESS ASTM F436 WASHER. 1 1/2 INCH DIAMETER BOLTS SHALL REQUIRE MINIMUM (1) 5/16 INCH THICK WASHER OVERSIZED HOLE ANGLE {E}, ANGLE {G}, ANGLE {H}, OR PLATE {T} WASHER AS APPLICABLE SIDE PLATE {A} OR PLATE {B} 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK 02.14.2025 TC AK NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S7.14 SIDEPLATE CONSTRUCTION GUIDELINES (2 OF 3) 21-003.C MM SMF BOLTED INTELLECTUAL PROPERTY RIGHTS NOTICE The SIDEPLATE® steel frame connection system is covered by one or more of U.S. Pat. Nos. 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,671; 8,122,672; 8,146,322; 8,176,706; 8,205,408; and 9,091,065 and foreign counterparts. Other U.S. and foreign applications pending. SIDEPLATE® is a registered trademark of MiTek Holdings, Inc., an affiliate of SidePlate Systems, Inc. Copyright © 2024 SidePlate Systems, Inc. All rights reserved. Without limitation, this drawing and the information hereon may be used only following payment of a license fee to SidePlate Systems, Inc. and for the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified. v17.32.08 NO. DATE REMARKS GRAPHIC NO. 12 - CONDITION PRIOR TO TIGHTENING BOLTS VIEW FROM BELOW CONNECTION GAP MAY OCCUR • GAPS GREATER THAN 1/8" UP TO 1/4" SHALL HAVE FINGER SHIMS INSTALLED BEFORE PRETENSIONING . • FOR GAPS GREATER THAN 1/4", CONTACT SIDEPLATE SYSTEMS, INC. • GAPS UP TO 1/8" SHALL BE ALLOWED AFTER BOLTS HAVE BEEN PRETENSIONED FINGER SHIM FINGER SHIM GAP GRAPHIC NO. 13 - COMPLETED SIDEPLATE BOLTED CONNECTION FRONT ELEVATION SECTION VIEW (NO SHIMS) BOLT ORIENTATION AT THE TOP COVER PLATE {B} MAY BE REVERSED WITH APPROVAL FROM SIDEPLATE SYSTEMS. SECTION VIEW (WITH SHIMS) GRAPHIC NO. 14 - STUDS AND PUDDLE WELDS AT BEAM PROTECTED ZONE FRONT ELEVATION NO STUDS PROTECTED ZONE NO STUDS PROTECTED ZONE FOR DECK ATTACHMENT PURPOSES, SHOT PINS (WITH LESS THAN 85% PENETRATION OF FLANGE THICKNESS) AND PUDDLE WELDS ARE ALLOWED IN PROTECTED ZONE, TYPICAL 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 P 407.841.9050 ©Copyright 2023 TLC No.: www.tlc-engineers.com COA 15 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - 123515 PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK 02.14.2025 TC AK NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI S7.15 SIDEPLATE CONSTRUCTION GUIDELINES (3 OF 3) 21-003.C MM NO. DATE REMARKS SMF BOLTED INTELLECTUAL PROPERTY RIGHTS NOTICE The SIDEPLATE® steel frame connection system is covered by one or more of U.S. Pat. Nos. 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,671; 8,122,672; 8,146,322; 8,176,706; 8,205,408; and 9,091,065 and foreign counterparts. Other U.S. and foreign applications pending. SIDEPLATE® is a registered trademark of MiTek Holdings, Inc., an affiliate of SidePlate Systems, Inc. Copyright © 2024 SidePlate Systems, Inc. All rights reserved. Without limitation, this drawing and the information hereon may be used only following payment of a license fee to SidePlate Systems, Inc. and for the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified. v17.32.08 60' - 0" 70' - 1" 19' - 5" 30' - 0" 31' - 4" EXISTING WALLS TO BE DEMOLISHED EXISTING WALLS TO BE DEMOLISHED 30' - 0" 70' - 1" 19' - 4" 30' - 0" EXISTING WALLS TO REMAIN CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A0.0 LEVEL 1 EXISTING 21-003.C J.P.W. 1/8" = 1'-0" 1 EXISTING LEVEL 1 NO. DATE REMARKS DEMOLITION NOTES: REMOVE EXISTING STOREFRONT ASSEMBLY AND METAL STUD FRAMING. REPLACE WITH NEW. 1 DEMOLISH EXISTING MASONRY WALL AND DISCARD ANY DOOR OR WINDOWS. SEE STRUCTURAL. DEMOLISH EXISTING CONCRETE FOOTING. SEE STRUCTURAL. REMOVE EXISTING OVERHEAD COILING DOOR.INSTALL NEW DOOR PER SCHEDULE IN NEW WALL. REMOVE EXISTING WOODEN STAIR ASSEMBLY. REPLACE WITH NEW CONCRETE STAIR AND LOADING DOCK. 2 3 4 5 6 EXISTING WALL AND FOUNDATION TO REMAIN. NOT IN CONTRACT. EXISTING WALLS TO DEMOLISHED EXISTING PORTION OF BUILDING TO REMAIN (NOT IN CONTRACT) 1 2 3 3 4 5 EXTENT OF CONSTRUCTION 6 3 2 2 2 2 2 2 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 R.O.P J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A0.1 LEVEL 1 DEMOLITION FLOOR PLAN 21-003.C J.P.W. NO. DATE REMARKS 1/8" = 1'-0" 1 DEMOLITION LEVEL 1 UP UP DN A2.0 A2.0 A2.1 1 2 1 4 3 2 1 1 A3.0 1 A3.0 2 A3.0 2 A3.0 1 A3.1 1 A3.1 2 A3.1 2 A3.1 CONDENSING UNITS EMERGENCY GENERATOR WITH 3'-0" CLEAR MECHANICAL ROOM 108 EXIT STAIR 109 A A A 108 W3 W3 W3 W1 W1 W3 1 A3.7 A7.0 1 A A A A7.0 4 FFE 220.75 FT EXISTING ROAD D C B A A1 A2 A3 A4 A5 A6 R2 R1 27' - 1" 251 SF CISTERN 106 22,500 GAL. PROPOSED PARALLEL PARKING LOBBY 101 104 105 101 110A 110D CONCRETE COLUMN COVER OVER STEEL 6' - 1" 107 ENTRY STAIR 102 MACHINE ROOM 104 74 SF ELEV. 103 PUMP RM. 105 W3 W1 W3 W3 W3 W3 W3 A7 TYP 1 A3.2 B6 B9 5 C5 E 17' - 10" LEASED AREA 107 110B 110C A7.7 5 A7.7 4 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 R.O.P J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A1.1 LEVEL 1 IDENTIFICATION PLAN 21-003.C J.P.W. NO. DATE REMARKS 1/8" = 1'-0" 1 LEVEL 1 - IDENTIFICATION PLAN N UP DN 4 3 2 1 CONDENSING UNITS EMERGENCY GENERATOR WITH 3'-0" CLEAR 14' - 7" 4" 26' - 3" 26' - 10" 24' - 1" 15' - 6" 5' - 9" 8.74° 8.18° 8.76° 8.42° 8.67° 1 A3.7 1 A3.5 D C B A A1 A2 A3 A4 A5 A6 R2 R1 20' - 4" 12' - 4 1/2" 1 A8.1 1 A8.1 6' - 1" 1' - 7" 1' - 8" 30' - 4" +/- 19' - 1 1/2" 2' - 6" 2' - 6" 3' - 7" 1' - 10" 2' - 6" 2' - 6" 2' - 6" 1' - 5 1/2" 3' - 2" 3' - 2" 2' - 6" 3' - 2" 9' - 9" 8' - 8 1/2" 11' - 2" 7' - 9 1/2" 20' - 0" 25' - 0" 20' - 0" 30' - 0" 3' - 1 1/2" 2' - 6" 26' - 2" 1' - 10" 2' - 6" 1' - 6" 1' - 11" 2' - 5 1/2" 2' - 6" 1 A3.2 1 A3.4 1 A3.3 1 A3.8 - --- B6 B9 5 C5 E 27' - 0" 18' - 7" 20' - 4" CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 R.O.P J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A1.2 LEVEL 1 DIMENSION PLAN 21-003.C J.P.W. NO. DATE REMARKS 1/8" = 1'-0" 1 LEVEL 1 - DIMENSION PLAN EF EXHAUST FAN CEILING LEGEND C1 24X24 ACOUSTICAL CEILING TILE - ARMSTRONG BEVELED TEGULAR 3/16" INTERLUDE DIMENSIONAL TEE SYSTEM WITH 24"X24"X1" OPTIMA OPEN PLAN CEILING TILES (COLOR WHITE). CENTER IN ROOM UNLESS OTHERWISE SHOWN. C2 PAINTED EXPOSED STRUCTURE C3 PAINTED GYPUM WALL BOARD C4 ARMSTRONG CEILING 4" x 96" METALWORKS LINEAR INTERIOR SLATS (OWNER SELECTED COLOR) C5 ARMSTRONG CEILING 12" X 96" METALWORKS LINEAR EXTERIOR SLATS (OWNER SELECTED COLOR) 4 3 2 1 1 2 3 4 E R1 R2 a7 a8 a9 5 6 D C B A A1 A2 A3 A4 A5 A6 R2 R1 C2 A7 A8 A9 OPEN OPEN A.F.F. C2 9' - 0" C2 C2 ELEVATOR C2 A.F.F. C4 11' - 0" A.F.F. C3 10' - 8" B6 B9 5 C5 E 3' - 6" 2 A3.9 Sim 2 A3.9 Sim 2 A3.9 Sim 2' - 9" 2' - 9" 2' - 9" 3' - 6" 2' - 9" 2' - 9" 2 A3.3 Sim A.F.F. C5 10' - 10" CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A1.3 LEVEL 1 REFLECTED CEILING PLAN 21-003.C J.P.W. NO. DATE REMARKS 1/8" = 1'-0" 1 LEVEL 1 REFLECTED CEILING PLAN UP DW 4 3 2 1 1 A3.0 1 A3.0 2 A3.0 2 A3.0 1 A3.1 1 A3.1 2 A3.1 2 A3.1 1 A3.9 1 A3.6 1 A3.6 BREAK ROOM 217 ELECTRICAL ROOM 213 OFFICE 222 SR. ACCOUNTANT 239 156 SF FEMALE RESTROOM 215 SR. COMPLIANCE OFFICER 240 MANAGING DIR. EDC 241 CHIEF FINANCIAL OFFICER 237 BUDGET AND FINANCIAL ANALYST 238 MARKETING STORAGE 249 DIR. PHYSICAL PLANT 248 EXEC. ASSISTANT TO THE CEO 207 ASSISTANT CEO 204 BOARD ROOM 203 52 SF BATHROOM 206 CHIEF EXECUTIVE OFFICER 205 MANAGING DIR. EDB 228 MANAGING DIR. EZC 229 DIR. HUMAN RESOURCES 221 GENERAL COUNSEL 220 PRINTER/ STORAGE 247 MANAGING DIR. MARKETING 208 LOBBY 201 73 SF MARKETING CUBICLE 210 66 SF MARKETING CUBICLE 211 71 SF SPARE CUBICLE 224 72 SF SPARE CUBICLE 223 72 SF ENTERPRISE CUBICLE 227 73 SF SPARE CUBICLE 225 102 SF FINANCE CUBICLE 235 72 SF EDB CUBICLE 232 72 SF EDB CUBICLE 230 74 SF EDB CUBICLE 231 73 SF FINANCE CUBICLE 236 73 SF FINANCE CUBICLE 233 73 SF FINANCE CUBICLE 234 APPLICATION AND COMPLIANCE 72 SF APPLICATION CUBICLE 246 120 SF APPLICATION CUBICLE 242 72 SF APPLICATION CUBICLE 243 72 SF APPLICATION CUBICLE 245 72 SF APPLICATION CUBICLE 244 203 SF STAIRWELL 251 MALE RESTROOM 216 SPARE OFFICE 212 FILE ROOM 209 68 SF ENTERPRISE CUBICLE 226 CONFERENCE ROOM 214 SERVER ROOM 250 222 229 228 203-B 203-A B B B B B B B B 202-A 220-C B B B B B B B B B B B 251 237 238 239 220-A 221-A 253 241 232 248 B 255 254 249 B 221-C 240 247 215 214 219-A 202-B 204 216 205 207 208 209 212 252 256 221-B 220-B 250 213 1126 SF CORRIDOR 252 206 SF APPLICATION AND COMPLIANCE DEPT. 253 77 SF ENTERPRISE DEPT. 254 190 SF EDB DEPT. 255 203 SF FINANCIAL DEPT. 256 A6.0 1 A6.1 1 W2 W2 W2 W2 W2 W2 W2 W2 W1 W1 W2 W2 W2 W2 W2 W2 W1 W2 W2 W2 W2 W2 W1 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W1 W2 W1 W2 W2 W2 W2 W2 W1 W2 W2 W2 A6.2 1 A7.0 2 A7.0 4 A6.2 3 216-A 216-B 215-A 215-B 1 A3.7 206 KITCHEN 218 1 A3.5 D C B A A1 A2 A3 A4 A5 A6 R2 R1 1 A8.1 1 A8.1 BOARD LIASION 219 RECEPTIONIST 202 202 CABLE RAIL WITH STEEL PIPE COLUMN A7 A8 A9 D C ELEVATOR CORRIDOR 257 OPEN 0' - 3 1/2" 1 A3.2 1 A3.4 1 A3.3 1 A3.8 2 A3.8 Sim - - B6 B9 5 C5 E 8' - 10" 201 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 TERRACE TERRACE A7.2 3 220 221 223 E E F F G G G G CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 R.O.P J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A1.4 LEVEL 2 IDENTIFICATION PLAN 21-003.C J.P.W. 1 50% PROGRESS SET NO. DATE REMARKS 1/8" = 1'-0" 1 LEVEL 2 - IDENTIFICATION PLAN N UP DW 4 3 2 1 LOBBY 201 ELECTRICAL ROOM 213 OFFICE 222 SR. ACCOUNTANT 239 156 SF FEMALE RESTROOM 215 SR. COMPLIANCE OFFICER 240 MANAGING DIR. EDC 241 CHIEF FINANCIAL OFFICER 237 BUDGET AND FINANCIAL ANALYST 238 MARKETING STORAGE 249 DIR. PHYSICAL PLANT 248 EXEC. ASSISTANT TO THE CEO 207 ASSISTANT CEO 204 BOARD ROOM 203 52 SF BATHROOM 206 CHIEF EXECUTIVE OFFICER 205 MANAGING DIR. EDB 228 MANAGING DIR. EZC 229 DIR. HUMAN RESOURCES 221 GENERAL COUNSEL 220 PRINTER/ STORAGE 247 MANAGING DIR. MARKETING 208 STAIRS 200 73 SF MARKETING CUBICLE 210 66 SF MARKETING CUBICLE 211 71 SF SPARE CUBICLE 224 72 SF SPARE CUBICLE 223 72 SF ENTERPRISE CUBICLE 227 73 SF SPARE CUBICLE 225 102 SF FINANCE CUBICLE 235 72 SF EDB CUBICLE 232 72 SF EDB CUBICLE 230 74 SF EDB CUBICLE 231 73 SF FINANCE CUBICLE 236 73 SF FINANCE CUBICLE 233 73 SF FINANCE CUBICLE 234 APPLICATION AND COMPLIANCE 72 SF APPLICATION CUBICLE 246 120 SF APPLICATION CUBICLE 242 72 SF APPLICATION CUBICLE 243 72 SF APPLICATION CUBICLE 245 72 SF APPLICATION CUBICLE 244 203 SF STAIRWELL 251 7' - 2" 9' - 11" 14' - 4" 15' - 7" 14' - 4" 12' - 2" 29' - 1" 161 SF MALE RESTROOM 216 SPARE OFFICE 212 FILE ROOM 209 68 SF ENTERPRISE CUBICLE 226 CONFERENCE ROOM 214 109 SF SERVER ROOM 250 A6.2 1 12' - 0" 11' - 9" 4' - 0" 7' - 9" 12' - 0" 8' - 5" 12' - 1" 16' - 1" 12' - 0" 18' - 11" 7' - 9" 70' - 1" 35' - 9" 10' - 6" 24' - 2" 9' - 2" 4' - 0" 13' - 2" 39' - 3" 8' - 7" 7' - 5" 5' - 0" 4' - 11" 29' - 1" 24' - 9" 12' - 7" 12' - 11" 8' - 7" 2' - 6" 13' - 5" 9' - 1" 9' - 3" 9' - 2" 12' - 2" 7' - 7" 10' - 9" 10' - 6" 8' - 11" 6' - 1" 10' - 6" 5' - 0" 9' - 0" 11' - 3" 7' - 4" 12' - 8" 6' - 0" 5' - 10" 8' - 1" 12' - 11" 12' - 11" 11' - 11" 16' - 3" 18' - 6" 15' - 9" 18' - 9" 10' - 4" 18' - 1" 13' - 11" 9' - 11" 7' - 9" 4' - 8" 12' - 11" 9' - 4" 33' - 3" 12' - 3" 12' - 8" 5' - 4" 5' - 1" 5' - 9" 13' - 2" 9' - 7" D C B A A1 A7.1 1 3' - 2" 26' - 10" 5' - 9" 2' - 7" 20' - 0" 25' - 0" 20' - 0" 2' - 5 1/2" 69' - 6" BREAK ROOM 217 A7.1 2 A7.1 3 A7.1 4 A7.2 1 A7.2 2 A7.2 3 A7.2 4 A2 A3 A4 A5 A6 A7.3 1 A7.3 2 A7.3 3 A7.3 4 A7.5 5 R2 R1 A7.4 3 A7.4 2 A7.4 1 A7.5 6 A7.5 4 A7.5 3 A7.5 2 A7.5 1 26' - 10" 26' - 10" 30' - 0" A7.6 1 A7.6 2 A7.6 3 A7.6 4 A7.6 5 A7.6 6 A7.7 1 A7.7 2 A7.7 3 A7 A8 A9 15' - 3" 18' - 3" 18' - 11" KITCHEN 218 RECEPTIONIST 202 1' - 10" 4' - 4" 8' - 6" 1' - 3" 11' - 11" 17' - 3" 15' - 10" 26' - 10" 12' - 9" 26' - 10" 30' - 0" 2' - 5" 9' - 8" 2' - 5" 2' - 5" 1' - 0" 2' - 5" 1' - 10" 2' - 10" 11' - 2" 1' - 11" 8' - 6" 2' - 0" 4' - 4" 3' - 5" 9' - 4" 12' - 10 1/2" B6 B9 5 C5 E TERRACE TERRACE TERRACE A7.2 5 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 R.O.P J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A1.5 LEVEL 2 DIMENSION PLAN 21-003.C J.P.W. NO. DATE REMARKS 1/8" = 1'-0" 1 LEVEL 2 - DIMENSION PLAN EF EXHAUST FAN CEILING LEGEND C1 24X24 ACOUSTICAL CEILING TILE - ARMSTRONG BEVELED TEGULAR 3/16" INTERLUDE DIMENSIONAL TEE SYSTEM WITH 24"X24"X1" OPTIMA OPEN PLAN CEILING TILES (COLOR WHITE). CENTER IN ROOM UNLESS OTHERWISE SHOWN. C2 PAINTED EXPOSED STRUCTURE C3 PAINTED GYPUM WALL BOARD C4 ARMSTRONG CEILING 4" x 96" METALWORKS LINEAR INTERIOR SLATS (OWNER SELECTED COLOR) C5 ARMSTRONG CEILING 12" X 96" METALWORKS LINEAR EXTERIOR SLATS (OWNER SELECTED COLOR) 4 3 2 1 2 A3.0 2 A3.0 1 A3.1 1 A3.1 1 A3.9 1 A3.6 1 2 3 4 A B C D E R1 R2 a1 a2 a3 a4 a5 a6 a7 a8 a9 B9 B6 C5 5 6 1 A3.7 1 A3.5 D C B A A1 A2 A3 A4 A5 A6 R2 R1 A7 A8 A9 A.F.F. C3 9' - 0" A.F.F. C3 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C3 9' - 0" A.F.F. C1 9' - 0" A.F.F. C4 9' - 0" A.F.F. C3 10' - 0" A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" A.F.F. C1 10' - 8" A.F.F. C1 9' - 0" C2 A.F.F. C2 9' - 0" A.F.F. C4 10' - 8" C2 A.F.F. C3 11' - 3" 1 A5.1 SUNSCREEN ASSEMBLY LIGHT ALCOVE SUNSCREEN ASSEMBLY 1 A3.2 1 A3.4 1 A3.3 1 A3.8 - --- - --- B6 B9 5 C5 E A.F.F. C1 9' - 0" C2 A.F.F. C1 9' - 0" A.F.F. C1 9' - 0" LIGHTING TROUGH CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A1.6 LEVEL 2 REFLECTED CEILING PLAN 21-003.C J.P.W. NO. DATE REMARKS 1/8" = 1'-0" 1 LEVEL 2 REFLECTED CEILING PLAN ROOF DEMOLITION NOTES: REMOVE EXISTING METAL ROOFING SYSTEM, FLASHING AND INSULATION. 1 REMOVE EXISTING CANOPY ROOFING, FLASHING, INSULATION, PURLINS, STEEL STUD FRAMING AND SHEATHING. REPLACE WITH NEW CANOPY STRUCTURE. CONTRACTOR TO PROVIDE TEMPORARY SHORING AND DUST CONTROL. 2 3 EXISTING ROOF TO BE REMOVED IN IT'S ENTIRTY EXISTING GUTTERING AND DOWNSPOUT TO BE REMOVED EXISTING GUTTERING AND DOWNSPOUT TO BE REMOVED EXISTING ROOFING TO REMAIN EXISTING ROOFING TO BE REMOVED 90'- 6" +/- EXISTING ROOF TO REMAIN EXISTING ROOFING TO BE REMOVED 70'-0"+/- EXISTING ROOF TO REMAIN EXTENT OF CONSTRUCTION REMOVE PORTION OF EXISTING EXTERIOR WALL DOWN TO SECOND FLOOR LEVEL 1 A3.2 1 A3.4 1 A3.3 1 A3.8 - --- - --- - - - - B6 B9 5 C5 7 E CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A1.7 DEMOLITION ROOF PLAN 21-003.C Approver NO. DATE REMARKS 1/8" = 1'-0" 1 ROOF DEMOLITION PLAN NOT IN CONTRACT DN 2 A3.0 2 A3.0 1 A3.1 1 A3.1 1 A3.6 1 A3.6 A7.0 3 PARAPET WALL W1 W1 W1 W1 W1 W1 W1 W1 W1 PARAPET WALL PARAPET WALL 1 A3.5 ROOF DRAIN WITH 4"Ø PVC DOWNSPOUT 1/4" / 12" SLOPE 1/4" / 12" SLOPE ROOF DRAIN WITH 4"Ø PVC DOWNSPOUT FLUID APPIED ROOFING SYSTEM FLUID APPLIED ROOFING SYSTEM FLUID APPLIED ROOFING SYSTEM FLASHING 1" / 12" SLOPE METAL ROOFING SYSTEM 251' - 3" 251' - 3" 251' - 7" 1 A9.0 1 A9.0 1 A9.0 1 A9.0 250' - 11" 58' - 9" 250' - 0 1/2" OVERFLOW SCUPPER DRAIN OVERFLOW SCUPPER DRAIN 9' - 10" 24' - 4 1/2" 1" / 12" SLOPE CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A1.8 LEVEL 3 IDENTIFICATION PLAN 21-003.C Approver NO. DATE REMARKS 1/8" = 1'-0" 1 LEVEL 3 - IDENTIFICATION PLAN 1/8" = 1'-0" 2 LEVEL 3 - ENLARGED STAIR TOWER ROOF PLAN LEVEL 1 220' - 9" FOUNDATION 218' - 3" GRADE 220' - 3" LEVEL 2 234' - 9" UPPER ROOF 258' - 9" PAINTED DENSGOLD SHEATHING WITH PLASTER FINISH NEW PRE-FINISHED STANDING SEAM ROOFING SYSTEM METAL SUNSHADE ASSEMBLY NEW PRE-FINISHED STANDING SEAM ROOFING SYSTEM WINDOW WALL ASSEMBLY METAL RAILING ASSEMBLY PAINTED PLASTER PARAPET WALL WITH METAL FLASHING 108 B B B B B B B A A EXISTING PORTION OF BLDG BEYOND (NOT IN CONTRACT) PRE-FINISHED WIND RESISTANT GUTTER ASSEMBLY 8' - 0" 17' - 4" A 1" / 12" 1" / 12" TOP OF PARAPET 252' - 1" 1" REVEAL METAL FLASHING REVEAL 2' - 0" STEEL PIPE COLUMN LEVEL 1 220' - 9" LEVEL 2 234' - 9" UPPER ROOF 258' - 9" PAINTED DENSGOLD SHEATHING WITH PLASTER FINISH NEW PRE-FINISHED STANDING SEAM ROOFING SYSTEM METAL SUNSHADE ASSEMBLY NEW PRE-FINISHED STANDING SEAM ROOFING SYSTEM WINDOW WALL ASSEMBLY METAL RAILING ASSEMBLY PAINTED PLASTER PARAPET WALL WITH METAL FLASHING EXISTING PORTION OF BLDG (NOT IN CONTRACT) PRE-FINISHED WIND RESISTANT GUTTER ASSEMBLY A A A B B B B 220-C B B 221-C NEW PRE-FINISHED WIND RESISTANT GUTTER ASSEMBLY 8' - 0" TOP OF PARAPET 252' - 1" 1" REVEAL 2' - 0" CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A2.0 BUILDING ELEVATIONS 21-003.C J.P.W. 1 50% PROGRESS SET 1/8" = 1'-0" 1 NORTH ELEVATION 1/8" = 1'-0" 2 SOUTH ELEVATION NO. DATE REMARKS LEVEL 1 220' - 9" FOUNDATION 218' - 3" GRADE 220' - 3" LEVEL 2 234' - 9" UPPER ROOF 258' - 9" PAINTED CEMENT BOARD WITH PLASTER FINISH NEW PRE-FINISHED STANDING SEAM ROOFING SYSTEM METAL SUNSHADE ASSEMBLY NEW PRE-FINISHED STANDING SEAM ROOFING SYSTEM METAL SUNSHADE ASSEMBLY WINDOW WALL ASSEMBLY METAL RAILING ASSEMBLY PAINTED PLASTER WALL PRE-FINISHED WIND RESISTANT GUTTER ASSEMBLY PAINTED PLASTER PARAPET WALL TOP OF PARAPET WALL 005-R 300 E E TOP OF PARAPET 252' - 1" 1" REVEAL REVEAL METAL FLASHING 24' - 4" 7' - 8" PIPE RAIL PAINTED PLASTER CONCRETE COLUMN ENCLOSURE 223 F F 221 220 G G G G WINDOW WALL ASSEMBLY LEVEL 1 220' - 9" GRADE 220' - 3" LEVEL 2 234' - 9" UPPER ROOF 258' - 9" NEW PRE-FINISHED STANDING SEAM ROOFING SYSTEM NEW PRE-FINISHED STANDING SEAM ROOFING SYSTEM PAINTED PLASTER WALL EXISTING PORTION OF BLDG (NOT IN CONTRACT) PRE-FINISHED WIND RESISTANT GUTTER ASSEMBLY PRE-FINISHED WIND RESISTANT GUTTER ASSEMBLY B B B B B B B B B B B TOP OF PARAPET 252' - 1" 1" REVEAL 7' - 2 1/2" 110B 110C 110D CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A2.1 BUILDING ELEVATIONS 21-003.C J.P.W. 1/8" = 1'-0" 1 EAST ELEVATION 1/8" = 1'-0" 2 WEST ELEVATION NO. DATE REMARKS 4 3 2 1 2 A3.0 2 A3.0 1 A3.1 1 A3.1 R1 255 212 213 214 R2 A9.1 1 A9.0 3 A9.0 4 A3.8 2 1 A3.2 A3.9 1 Sim 15' - 4" 1 A3.0 1 A3.0 2 A3.1 2 A3.1 D C B A A9.0 1 A9.0 4 A9.0 3 A3.3 1 Sim A3.9 2 Sim CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A3.0 BUILDING SECTIONS 21-003.C J.P.W. 1/8" = 1'-0" 1 SECTION AA 1/8" = 1'-0" 2 SECTION BB NO. DATE REMARKS 1 A3.0 1 A3.0 2 A3.1 2 A3.1 A B C D 1 A3.7 138 SF DIR. PHYSICAL PLANT 248 147 SF MANAGING DIR. EZC 229 174 SF PRINTER/ STORAGE 247 203 SF STAIRWELL 251 209 SF EXIT STAIR 109 1126 SF CORRIDOR 252 77 SF ENTERPRISE DEPT. 254 EXISTING PORTION OF BLDG TO REMAIN (N.I.C.) A3.8 2 Sim 4 3 2 1 2 A3.0 2 A3.0 1 A3.1 1 A3.1 1 2 3 4 DRIVE-THRU SR. COMPLIANCE OFFICER 240 MARKETING STORAGE 249 DIR. PHYSICAL PLANT 248 BOARD ROOM 203 MARKETING CUBICLE 210 APPLICATION CUBICLE 245 APPLICATION CUBICLE 244 FILE ROOM 209 SERVER ROOM 250 202-B 215 222 248 253 1/4" / 12" SLOPE 1/4" / 12" SLOPE A9.1 1 --- - 1 A3.3 1 A3.8 1" / 12" A3.8 2 Sim A3.9 1 Sim CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A3.1 BUILDING SECTIONS 21-003.C J.P.W. 1/8" = 1'-0" 1 SECTION CC 1/8" = 1'-0" 2 SECTION DD NO. DATE REMARKS LEVEL 1 220' - 9" FOUNDATION 218' - 3" GRADE 220' - 3" LEVEL 2 234' - 9" LEVEL 3 249' - 11" GRADE 0" FOUNDATION -2' - 0" A 1 A3.7 3/4" CEMENT PLASTER 5/8" DENSGOLD EXTERIOR SHEATHING 3/4" PLYWOOD SHEATHING STEEL FRAMING BEAM. SEE STRUCTURAL EXTERIOR STEEL COLUMN. SEE STRUCTURAL. EXISTING 8" MASONRY WALL. LIGHTWEIGHT CONCRETE SLAB SYSTEM. SEE STRUCTURAL STEEL BEAM. SEE STRUCTURAL. EXTERIOR 3/4" CEMENT PLASTER INTERIOR ROOF 0' - 8" A3.2 2 STEEL BEAM. SEE STRUCTURAL. 7' - 11" 3/4" CEMENT PLASTER A3.2 3 3/4" CEMENT PLASTER PAINTED INTERIOR SHEATHING PAINTED INTERIOR SHEATHING INSULATION 6" METAL STUD 24" O.C. ? LEVEL 1 220' - 9" GRADE 220' - 3" 3/4" CEMENT PLASTER 5/8" DENSGOLD EXTERIOR SHEATHING 3/4" PLYWOOD SHEATHING INTERIOR SHEATHING FRY REGLET F DRIP CAP WITH 3/4" REVEAL 0' - 6" CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A3.2 WALL SECTIONS 21-003.C J.P.W. 3/8" = 1'-0" 1 WALL SECTION - EXIT STAIR TOWER 1 1/2" = 1'-0" 2 WALL SECTION - EXIT STAIR TOWER - Callout 1 1 1/2" = 1'-0" 3 EXTERIOR WALL TRANSITION SLAB TO GRADE DETAIL NO. DATE REMARKS ROOF LEVEL 253' - 0" LEVEL 2 234' - 9" LEVEL 3 249' - 11" GRADE 0" FOUNDATION -2' - 0" 3/4" CEMENT PLASTER 3/4" PLYWOOD SHEATHING STEEL BEAM SEE STRUCTURAL 12" Ø STEEL COLUMN A9.0 1 METAL RAILING SUNSHADE ASSEMBLY LIGHWEIGHT CONCRETE SLAB ASSEMBLY. SEE STRUCTURAL BATT INSULATION CAST-IN-PLACE REINFORCED CONCRETE WALL. SEE STRUCTURAL. A3.3 2 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 6" METAL PLATE BASE PLATE 5/8" DENSGOLD EXTERIOR SHEATHING LEVEL 2 234' - 9" METAL LATH WITH 3/4" CEMENTITIOUS PLASTER 5/8" DENSGOLD SHEATHING 3/4" PLYWOOD SHEATHING 6" CONCETE CURB SCUPPER BEYOND EXTERIOR FINISH TILED FLOORING ON CONCRETE DECKING. SEE STRUCTURAL 0' - 1" PIPE RAILING STEEL BEAM. SEE STRUCTURAL FOR SPECS, DETAILS, AND SIZE. STEEL COLUMN. SEE STRUCTURAL FOR SPECS, DETAILS, AND SIZE. INSULATION 6" METAL STRUCTURAL STUD AT 16" O.C. FRY REGLET F DRIP CAP WITH 3/4" REVEAL A3.9 4 Sim VAPOR BARRIER 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD BATT INSULATION 6" METAL PLATE BASE PLATE 6" METAL STUDS @ 16" O.C. 3/4" PLYWOOD SHEATHING 5/8" DENSGOLD SHEATHING 3/4" CEMENT PLASTER A3.3 3 A3.3 4 Sim 6" STRUCTURAL FRAMING SUPPORT LEVEL 2 234' - 9" 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD BATT INSULATION 6" METAL PLATE BASE PLATE 6" METAL STUDS @ 16" O.C. 3/4" PLYWOOD SHEATHING 5/8" DENSGOLD SHEATHING 3/4" CEMENT PLASTER FRY REGLET F DRIP CAP WITH 3/4" REVEAL METAL LATH WITH 3/4" CEMENTITIOUS PLASTER 5/8" DENSGOLD SHEATHING 3/4" PLYWOOD SHEATHING VAPOR BARRIER 6" METAL STRUCTURAL STUD CORNER BEAD STRUCTURAL FRAMING. SEE STRUCTURAL. CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A3.3 WALL SECTIONS 21-003.C J.P.W. 3/8" = 1'-0" 1 WALL SECTION - PLAN SOUTH PORCH 1 1/2" = 1'-0" 2 WALL SECTION - PLAN SOUTH CANTILEVER PORCH DETAIL 3" = 1'-0" 3 EXTERIOR WALL SLAB TRANSITION DETAIL 3" = 1'-0" 4 PORCH BULKHEAD CORNER DETAIL NO. DATE REMARKS LEVEL 1 220' - 9" FOUNDATION 218' - 3" ROOF LEVEL 253' - 0" GRADE 220' - 3" LEVEL 2 234' - 9" LEVEL 3 249' - 11" LEVEL 2 14' - 6" T/STEEL LVL2 14' - 0" --- - PAINTED INTERIOR SHEATHING 3/4" CEMENT PLASTER 5/8" DENSGOLD EXTERIOR SHEATHING 3/4" PLYWOOD SHEATHING INTERIOR SHEATHING ELEVATOR PIT A3.2 3 Sim 1" SHAFT LINER A9.0 3 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A3.4 WALL SECTIONS 21-003.C J.P.W. 3/8" = 1'-0" 1 WALL SECTION - ELEVATOR SHAFT NO. DATE REMARKS LEVEL 1 220' - 9" FOUNDATION 218' - 3" ROOF LEVEL 253' - 0" GRADE 220' - 3" LEVEL 2 234' - 9" LEVEL 3 249' - 11" UPPER ROOF 258' - 9" 1 A3.6 1 A3.6 GRADE 0" LEVEL 2 14' - 6" FOUNDATION -2' - 0" LEVEL 1 6" T/STEEL LVL2 14' - 0" 5 6 A3.5 2 Sim LOBBY 201 A3.5 3 A3.6 2 1 A8.1 1 A8.1 23' - 8" 5 10' - 8" --- - --- - TOP OF PARAPET 252' - 1" LEVEL 3 249' - 11" 3/4" CEMENT WALL BOARD WITH PAINTED PLASTER FINISH BATT INSULATION 3/4" PLYWOOD SHEATHING SHEATHING VAPOR BARRIER EXTERIOR INTERIOR 3/4" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 5/8" DENSGOLD EXTERIOR SHEATHING CURTAIN WALL ASSEMBLY E ROOF LEVEL 253' - 0" LEVEL 3 249' - 11" T/STEEL ROOF 29' - 9" 5 STEEL BEAM. SEE STRUCTURAL 3/4" CEMENT PLASTER 3/4" PLYWOOD SHEATHING PARAPET WALL BEYOND 3/8" DENSGOLD SHEATHING 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 6" METAL TOP PLATE 2X BLOCKING COLD FORM METAL STUDS 6" BATT INSULATION 6" METAL BOTTOM PLATE SEE STRUCTURAL DRAWINGS FOR SIZE 2X WOOD BLOCKING SINGLE PLY MEMBRANE ROOFING SYSTEM TAPERED ROOFING INSULATION SEALANT FLASHING REGLET FLASHING 1/4" SLOPE STEEL BENT PLATE INTERIOR EXTERIOR 5 TOP OF PARAPET 252' - 1" CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A3.5 WALL SECTIONS 21-003.C J.P.W. NO. DATE REMARKS 3/8" = 1'-0" 1 WALL SECTION @ CURTAIN WALL ASSEMBLY 1" = 1'-0" 2 EXTERIOR STUD WALL CURTAIN WALL CONNECTION 1" = 1'-0" 3 WALL SECTION AT HEADER LEVEL 1 220' - 9" FOUNDATION 218' - 3" ROOF LEVEL 253' - 0" GRADE 220' - 3" LEVEL 2 234' - 9" LEVEL 3 249' - 11" UPPER ROOF 258' - 9" PRE-FINISHED BOX GUTTER ASSEMBLY A3.5 2 A9.0 3 1 A3.5 A9.0 4 B6 B9 C5 E TOP OF PARAPET 252' - 1" LEVEL 2 234' - 9" 1 A8.1 1 A8.1 6" 3" 2' - 4" IMPACT GLASS STOREFRONT ASSEMBLY MULLION STOREFRONT ASSEMBLY STRUCTURAL BEAM. SEE STRUCTURAL FOR SIZES, DETAIL, AND SPACING. CONTINUOUS BRAKE METAL PANEL AIRFLOW SUNSHADE CS- GROUP OR SIMILAR. SEE DETAILS ON SHT. STEEL BENT PLATE CONCRETE SLAB ON DECKING CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A3.6 WALL SECTIONS 21-003.C J.P.W. NO. DATE REMARKS 1/4" = 1'-0" 1 STAIR SECTION @ CURTAIN WALL ASSEMBLY 1 1/2" = 1'-0" 2 WALL SECTION - SUNSHADE ASSEMBLY CONNECTION TO SLAB 3 1 A3.1 1 A3.1 LEVEL 1 220' - 9" FOUNDATION 218' - 3" GRADE 220' - 3" LEVEL 2 234' - 9" UPPER ROOF 258' - 9" W1 W1 A3.7 3 A3.7 4 1 A3.2 TOP OF PARAPET 252' - 1" A9.0 3 STEEL BEAM. SEE STRUCTURAL FOR SIZE, SPECS, AND DETAILS. 3/4" PLYWOOD SHEATHING 5/8" DENSGOLD EXTERIOR SHEATHING 3/4" CEMENT PLASTER 3/4" CEMENT PLASTER INTERIOR SHEATHING HSS STEEL TUBE. SEE STRUCTURAL FOR SIZE, SPECS, AND DETAIL. LEVEL 2 234' - 9" 1 A3.2 A8.0 2 INTERIOR SHEATHING 3/4" CEMENT PLASTER 3/4" CEMENT PLASTER 5/8" DENSGOLD EXTERIOR SHEATHING 3/4" PLYWOOD SHEATHING INSULATION CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A3.7 WALL SECTIONS 21-003.C J.P.W. 1/4" = 1'-0" 1 EXIT TOWER STAIR SECTION 1 1/2" = 1'-0" 3 PARTIAL SECTION AT EXIT STAIR TOWER TO EAVE 1 1/2" = 1'-0" 4 PARTIAL SECTION AT EXIT STAIR TOWER NO. DATE REMARKS LEVEL 2 234' - 9" LEVEL 3 249' - 11" GRADE 0" FOUNDATION -2' - 0" LEVEL 1 6" DD NEW CONCRETE BOND BEAM. SEE STRUCTURAL FOR SPECS, SIZES, AND DETAILS. THROUGH WALL METAL FLASHING CONCRETE SLAB ON DECKING. SEE STRUCTURAL FOR SPECS, SIZES, AND DETAILS. A3.8 3 TYP - --- 1 A9.0 1 A5.3 1 2'-0" X 2'-0" ACOUSTIC LAY IN TILE PANEL BATT INSULATION 3/4" PLYWOOD SHEATHING SHEATHING VAPOR BARRIER 5/8" DENSGOLD EXTERIOR SHEATHING IMPACT RESISTANT WINDOW. SEE SCHEDULE A3.8 3 PAINTED 3/4" LAYER OF CEMENT PLASTER EXISTING 8" REINFORCED MASONRY WALL NEW CONCRETE BOND BEAM. SEE STRUCTURAL FOR SPES, SIZES, AND DETAILS. BLOCKING 6" METAL C-CHANNEL BOLTED TO NEW BOND BEAM A5.3 3 CONCRETE SLAB ON DECKING. SEE STRUCTURAL FOR SPECS, SIZES, AND DETAILS. NOTE: WALLS TO ALIGN WITH EXISTING WALLS BELOW UNLESS NOTED OTHERWISE. ROOF DECK: 5-1/2" TOTAL DEPTH CONC. SLAB ON STEEL FORM DECK TYPICAL PARAPET WITH WALL CAP EXTERIOR INTERIOR PARAPET WALL BEYOND STEEL BEAM. SEE STRUCTURAL CONCRETE FOOTING. SEE STRUCTURAL. STEEL COLUMN. SEE STRUCTURAL FOR SIZES, SPECS, AND DETAILS. NEW CONCRETE BOND BEAM. SEE STRUCTURAL FOR SPECS, SIZES, AND DETAILS. 6" METAL STUD AT 16" O.C. 1X BLOCKING FRY REGLET F DRIP CAP WITH 3/4" REVEAL 6" METAL C-CHANNEL BOLTED TO NEW BOND BEAM CONCRETE SLAB ON DECKING. SEE STRUCTURAL FOR SPECS, SIZES, AND DETAILS. EXISTING MASONRY WALL WATERPROOFING METAL LATH WITH 3/4" PLASTER EXISTING NEW CONSTRUCTION 0' - 4" INTERIOR SHEATHING CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A3.8 WALL SECTIONS 21-003.C J.P.W. 3/8" = 1'-0" 1 WALL SECTION - MANAGING DIR. EDB OFFICE 3/8" = 1'-0" 2 WALL SECTION - THROUGH LOADING DOCK 1 1/2" = 1'-0" 3 TRANSITION FROM EXISTING WALL TO NEW STUD WALL NO. DATE REMARKS LEVEL 1 220' - 9" FOUNDATION 218' - 3" ROOF LEVEL 253' - 0" GRADE 220' - 3" LEVEL 2 234' - 9" LEVEL 3 249' - 11" CAST-IN- PLACE CONCRETE PIER ENCLOSING STEEL COLUMN. SEE STRUCTURAL. LIGHTWEIGHT CONCRETE SLAB ON METAL DECKING. SEE STRUCTURAL. EXTERIOR STUD WALL ASSEMBLY 12" DIA. COLUMN PIPE RAILING ASSEMBLY PREMANUFACTURED SUNSCREEN ASSEMBLY BY CS-GROUP OR EQUAL DOWN SLOPE LEVEL 2 14' - 6" FOUNDATION -2' - 0" T/STEEL LVL2 14' - 0" A9.0 1 A3.9 2 STEEL BEAM. SEE STRUCTURAL A3.3 3 Sim TOP OF PARAPET 252' - 1" LEVEL 2 234' - 9" T/STEEL LVL2 14' - 0" METAL RAILING 12"Ø STEEL COLUMN METAL LATH WITH 3/4" CEMENTITIOUS PLASTER 5/8" DENSGOLD SHEATHING 3/4" PLYWOOD SHEATHING 6" CONCETE CURB SCUPPER BEYOND EXTERIOR FINISH TILED FLOORING ON CONCRETE DECKING. SEE STRUCTURAL FRY REGLET F DRIP CAP WITH 3/4" REVEAL VAPOR BARRIER A3.9 3 3/4" CEMENT PLASTER 5/8" DENSGOLD EXTERIOR SHEATHING ARMSTRONG EXTERIOR METAL SLAT CEILING A3.9 4 A3.3 4 A5.3 3 6" METAL PLATE BATT INSULATION 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 6" METAL STUDS @ 16" O.C. BASE PLATE 3/4" PLYWOOD SHEATHING CONCRETE ENCLOSURE OF STEEL COLUMN BEYOND. SEE STRUCTURAL. 6" STRUCTURAL FRAMING 6" STRUCTURAL STEEL STUD NOTE: BRACING TO BE STAGGERED 4'-0" O.C MAX. AMRSTRONG METAL CEILING ASSEMBLY SEE SHEET A5.2 FRY REGLET REVEAL MOLDING WITH 5/8" REVEAL LEVEL 2 14' - 6" 6" CONCETE CURB WITH SCUPPER BEYOND METAL RAILING MODIFIED FRY REGLET F DRIP CAP WITH 3/4" REVEAL CONCRETE SLAB ON DECKING. SEE STRUCTURAL. 1/4" BENT PLATE. SEE STRUCTURAL. 3/4" CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A3.9 WALL SECTIONS 21-003.C J.P.W. 3/8" = 1'-0" 1 WALL SECTION - 2ND LEVEL BOARD ROOM 1" = 1'-0" 2 WALL SECTION - CANTILEVER PORCH DETAIL 6" = 1'-0" 3 F REVEAL STUCCO MOLDING DETAIL 6" = 1'-0" 4 CANTILEVER PORCH CURB DETAIL NO. DATE REMARKS INTERIOR FINISH SCHEDULE KEY FLOOR WALL BASE WALL FINISH CEILING WALL MATERIAL F1 IMPERVIOUS TILE FLOORING F2 EPOXY RESIN SEAMLESS FIELD APPLIED FLOORING B1 VINYL COVE BASE P1 PAINTED GYPSUM WALL BOARD P2 PLASTER FINISH G1 EXTERIOR GLASS WALL ASSEMBLY G2 INTERIOR GLASS WALL ASSEMBLY C1 24X24 ACOUSTICAL CEILING TILE - ARMSTRONG BEVELED TEGULAR 3/16" INTERLUDE DIMENSIONAL TEE SYSTEM WITH 24"X24"X1" OPTIMA OPEN PLAN CEILING TILES (COLOR WHITE) C2 PAINTED EXPOSED STRUCTURE C3 PAINTED GYPUM WALL BOARD C4 ARMSTRONG METALWORKS LINEAR CEILING (OWNER SELECTED COLOR) T TILE CMU CONCRETE MASONRY UNIT CWB CEMENT WALL BOARD GWB MOISTURE & MILDEW RESISTANT GYPSUM WALL BOARD PNT PAINTED FINISH CONC. CONCRETE CWA CURTAIN WALL ASSEMBLY CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A4.0 SCHEDULES 21-003.C Approver ROOM FINISH SCHEDULE ROOM NO. ROOM NAME FLOOR WALL CEILING REMARKS Area FIN NORTH SOUTH EAST WEST FIN HEIGHT LEVEL 1 101 LOBBY F1 G1 G1 P1 G1 C4 11' - 0" 359 SF 102 ENTRY STAIR F1 G1 G1 G1 C2 146 SF 103 ELEV. C2 74 SF 104 MACHINE ROOM T P1 P1 P1 P1 C3 81 SF 105 PUMP RM. T P2 P2 P2 P2 C2 11' - 0" 75 SF 106 CISTERN P2 P2 P2 P2 C2 251 SF NO. DATE REMARKS ROOM FINISH SCHEDULE ROOM NO. ROOM NAME FLOOR WALL CEILING REMARKS Area FIN NORTH SOUTH EAST WEST FIN HEIGHT 107 LEASED AREA P1 P1 P1 P1 9' - 0" FUTURE LEESEE RESPONSIBILITY (NIC) 4913 SF 108 MECHANICAL ROOM T P2 P2 P2 P2 C2 9' - 0" 389 SF 109 EXIT STAIR P1 P1 P1 P1 C2 209 SF LEVEL 2 200 STAIRS F1 P1 P1 P1 P1 C1 10' - 8" 159 SF 201 LOBBY F1 P1 G1 P1 P1 C1 9' - 0" 239 SF 202 RECEPTIONIST F1 P1 G1 P1 P1 C1 9' - 0" 172 SF 203 BOARD ROOM F1 P1 P1 P1 P1 C3 10'-0"/ 11'-3" 805 SF 204 ASSISTANT CEO F1 P1 P1 P1 P1 C1 9' - 0" 283 SF 205 CHIEF EXECUTIVE OFFICER F1 P1 P1 P1 P1 C1 9' - 0" 331 SF 206 BATHROOM F1 P1 P1 P1 P1 C3 9' - 0" 52 SF 207 EXEC. ASSISTANT TO THE CEO F1 P1 P1 P1 P1 C1 9' - 0" 221 SF 208 MANAGING DIR. MARKETING F1 P1 P1 P1 P1 C1 9' - 0" 183 SF 209 FILE ROOM F1 P1 P1 P1 P1 C1 9' - 0" 165 SF 212 SPARE OFFICE F1 P1 P1 P1 P1 C1 9' - 0" 97 SF 213 ELECTRICAL ROOM F1 P1 P1 P1 P1 C2 9' - 0" 92 SF 214 CONFERENCE ROOM F1 P1 P1 P1 G2 C1 9' - 0" 275 SF 215 FEMALE RESTROOM F1 P1 P1 P1 P1 C3 9' - 0" 156 SF 216 MALE RESTROOM F1 P1 P1 P1 P1 C3 9' - 0" 161 SF 217 BREAK ROOM F1 P1 P1 P1 P1 C1 9' - 0" 223 SF 218 KITCHEN F1 P1 P1 P1 P1 C1 9' - 0" 209 SF 219 BOARD LIASION F1 P1 P1 P1 P1 C1 9' - 0" 141 SF 220 GENERAL COUNSEL F1 P1 P1 P1 P1 C1 9' - 0" 197 SF 221 DIR. HUMAN RESOURCES F1 P1 P1 P1 P1 C1 9' - 0" 204 SF 222 OFFICE F1 P1 P1 P1 P1 C1 9' - 0" 147 SF 228 MANAGING DIR. EDB F1 P1 P1 P1 P1 C1 9' - 0" 140 SF 229 MANAGING DIR. EZC F1 P1 P1 P1 P1 C1 9' - 0" 147 SF 237 CHIEF FINANCIAL OFFICER F1 P1 P1 P1 P1 C1 9' - 0" 215 SF 238 BUDGET AND FINANCIAL ANALYST F1 P1 P1 P1 P1 C1 9' - 0" 130 SF 239 SR. ACCOUNTANT F1 P1 P1 P1 P1 C1 9' - 0" 141 SF 240 SR. COMPLIANCE OFFICER F1 P1 P1 P1 P1 C1 9' - 0" 173 SF 241 MANAGING DIR. EDC F1 P1 P1 P1 P1 C1 9' - 0" 193 SF 247 PRINTER/ STORAGE F1 P1 P1 P1 P1 C1 9' - 0" 174 SF 248 DIR. PHYSICAL PLANT F1 P1 P1 P1 P1 C1 9' - 0" 138 SF 249 MARKETING STORAGE F1 P1 P1 P1 P1 C1 9' - 0" 95 SF 250 SERVER ROOM F1 P1 P1 P1 P1 C2 109 SF 251 STAIRWELL F1 P1 P1 P1 P1 C1 203 SF 252 CORRIDOR F1 P1 P1 P1 P1 C4 9' - 0" 1126 SF 253 APPLICATION AND COMPLIANCE DEPT. F1 P1 P1 P1 P1 C1 9' - 0" 206 SF 254 ENTERPRISE DEPT. F1 P1 P1 P1 P1 C1 9' - 0" 77 SF 255 EDB DEPT. F1 P1 P1 P1 P1 C1 9' - 0" 190 SF 256 FINANCIAL DEPT. F1 P1 P1 P1 P1 C1 9' - 0" 203 SF 257 CORRIDOR F1 P1 P1 P1 P1 C4 9' - 0" 406 SF Grand total: 48 15074 SF DOOR SCHEDULE NOTES 1. CONTRACTOR SHALL VERIFY DOOR SIZES IN FIELD PRIOR TO ORDERING ANY MATERIALS. 2. ALL DOORS TO RECEIVE A STAINED FINISH TO MATCH EXSITING DOORS. WINDOW SCHEDULE NOTES: 1. CONTRACTOR SHALL VERIFY NEW ROUGH OPENING DIMENSIONS PRIOR TO ORDERING WINDOWS AND SHUTTERS. 2. CONTRACTOR SHALL PROVIDE INSECT SCREENS FOR ALL OPENINGS. CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A4.1 SCHEDULES 21-003.C Approver DOOR SCHEDULE DOOR MARK DESCRIPTION Type Mark WIDTH HEIGHT THICKNESS FUNCTION COMMENTS LEVEL 1 101 AUTOMATIC SLIDING GLASS DOOR 6'-0" X 7'-0" 09 6' - 0" 6' - 8" Exterior 104 METAL SINGLE FLUSH 01 3' - 0" 6' - 8" 0' - 1 3/4" Interior 105 METAL SINGLE FLUSH 01 3' - 0" 6' - 8" 0' - 1 3/4" Interior 107 STOREFRONT DOOR ASSEMBLY WITH SIDELITES 11 5' - 6" 7' - 4" 0' - 1 1/2" Exterior 108 METAL SINGLE FLUSH WITH LOUVERS 03 3' - 0" 6' - 8" 0' - 1 3/4" Interior 110A METAL SINGLE FLUSH 01 3' - 0" 6' - 8" 0' - 1 3/4" Interior 110B OVERHEAD COILING DOOR 10 8' - 0" 10' - 0" 0' - 3" Exterior 110C OVERHEAD COILING DOOR 10 8' - 0" 10' - 0" 0' - 3" Exterior 110D METAL SINGLE FLUSH 01 3' - 0" 6' - 8" 0' - 1 3/4" Interior LEVEL 2 201 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 202 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 202-A SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 202-B SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 203-A SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 203-B SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 204 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 205 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 206 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 207 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 208 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 209 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 212 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 213 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 214 GLASS SINGLE FLUSH 04 3' - 0" 6' - 7" Interior 215 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 215-O SINGLE FLUSH 02 2' - 6" 6' - 8" 0' - 2" Interior 216 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 219-A SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 220 METAL SINGLE FLUSH WITH TRANSOM EXT 05 3' - 0" 6' - 8" Interior 220-A SINGLE FLUSH WITH SIDE LITE 07 3' - 0" 6' - 8" 0' - 1 3/4" Interior 220-B SINGLE FLUSH 02 2' - 6" 6' - 8" 0' - 1 3/8" Interior 220-C METAL SINGLE FLUSH WITH TRANSOM EXT 05 3' - 0" 6' - 8" Interior 221 METAL SINGLE FLUSH WITH TRANSOM EXT 05 3' - 0" 6' - 8" Interior 221-A SINGLE FLUSH WITH SIDE LITE 07 3' - 0" 6' - 8" 0' - 1 3/4" Interior 221-B SINGLE FLUSH 02 2' - 6" 6' - 8" 0' - 2" Interior 221-C METAL SINGLE FLUSH WITH TRANSOM EXT 05 3' - 0" 6' - 8" Interior 222 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 223 METAL SINGLE FLUSH WITH TRANSOM EXT 05 3' - 0" 6' - 8" Interior 224 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 228 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 229 SINGLE FLUSH WITH SIDE LITE 07 3' - 0" 6' - 8" 0' - 1 3/4" Interior 232 SINGLE FLUSH WITH FULL LITE 06 3' - 0" 6' - 8" 0' - 1 3/4" Exterior 237 SINGLE FLUSH WITH SIDE LITE 07 3' - 0" 6' - 8" 0' - 1 3/4" Interior 238 SINGLE FLUSH WITH SIDE LITE 07 3' - 0" 6' - 8" 0' - 1 3/4" Interior 239 SINGLE FLUSH WITH SIDE LITE 07 3' - 0" 6' - 8" 0' - 1 3/4" Interior 240 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 241 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 247 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 248 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 249 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 250 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 251 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 252 SINGLE FLUSH WITH FULL LITE 06 3' - 0" 6' - 8" 0' - 1 3/4" Exterior 253 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior 254 SINGLE FLUSH WITH SIDE LITE 07 3' - 0" 6' - 8" 0' - 1 3/4" Interior 255 SINGLE FLUSH WITH (2) SIDE LITES 08 3' - 0" 6' - 8" 0' - 1 3/4" Interior 256 SINGLE FLUSH 36" X 80" INT 02 3' - 0" 6' - 8" 0' - 1 3/8" Interior LEVEL 3 300 METAL SINGLE FLUSH 01 3' - 0" 6' - 8" 0' - 1 3/4" Interior NO. DATE REMARKS WINDOW SCHEDULE TYPE DESCRIPTION SIZE HEADER HEIGHT A.F.F. MATERIAL REMARKS WIDTH HEIGHT A HOPPER WINDOW 4' - 0" 6' - 0" IMPACT RESISTANT GLASS B HOPPER WINDOW 4' - 0" 2' - 0" IMPACT RESISTANT GLASS C TRANSACTION WINDOW 3' - 0" 4' - 0" D TRANSACTION WINDOW 3' - 0" 5' - 0" TRANSACTION WINDOW ADA HEIGHT REQUIRMENT E FIXED WINDOW 4' - 0" 4' - 0" IMPACT RESISTANT GLASS F FIXED WINDOW 3' - 6" 5' - 0" IMPACT RESISTANT GLASS G FIXED WINDOW 4' - 0" 5' - 0" IMPACT RESISTANT GLASS 07 08 06 04 09 10' - 0" 3' - 0" 6' - 8" CLEAR PAINTED HOLLOW METAL DOOR 8' - 0" OVERHEAD COILING DOOR 3' - 0" 2' - 0" 6' - 8" LOUVER 1' - 6" 10' - 8" 10' - 8" 5' - 0" 3' - 0" NEW IMPACT RESISTANT GLASS DOOR NEW METAL FRAMING SYSTEM NEW SOLID METAL PANEL EXISTING EXISTING STORE FRONT ELEVATION NEW METAL FRAMING SYSTEM NEW IMPACT RESISTANT GLASS DOOR 6' - 4" 2" 3' - 0" 2" 2' - 0" 2" 3' - 0" 2" 3' - 0" 2" 3' - 0" 2" PLAN DETAIL EXISTING SILL EXISTING SILL NEW METAL PANEL EXISTING WALL EXISTING WALL EQUAL EQUAL 3' - 0" 6' - 8" CLEAR SOLID CORE WOOD DOOR PAINTED HOLLOW METAL DOOR 03 02 01 10 11 6' - 2" 6' - 8" 9' - 6" 6' - 8" 3' - 0" 6' - 8" GLASS DOOR EXTERIOR SLIDING DOORS WITH IMPACT RESISTANT GLASS SIDELITES SIDELITE VENT EXTERIOR DOOR WITH IMPACT RESISTANT GLASS 3' - 0" 3' - 4" 8' - 0" 6' - 8" 1' - 0" SOLID CORE DOOR 05 WOOD DOOR WITH FULL LITE 3' - 0" 6' - 8" CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A4.2 DOOR ELEVATIONS 21-003.C Approver NO. DATE REMARKS SOLID CORE DOOR 6' - 0" 1' - 4" ± 6' - 0" ± 4' - 0" FIN. FL. ALUMINUM FRAME FIXED IMPACT GLASS OPERABLE IMPACT GLASS HOPPER 0' - 2" FIN. FL. 3' - 10" 5' - 4" A B 4' - 0" 4' - 0" +/- 3' - 0" WINDOW HEIGHT 4' - 0" SILL HEIGHT 3' - 6" 3' - 0" WINDOW HEIGHT 5' - 0" SILL HEIGHT 2' - 6" FIN. FL. FIN. FL. 3' - 0" 3' - 0" C D 4' - 0" 4' - 0" 4' - 0" 3' - 6" 5' - 0" 3' - 0" 4' - 0" 5' - 0" 3' - 0" FIN. FL. FIN. FL. FIN. FL. ALUMINUM FRAME FIXED IMPACT GLASS E F G CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 R.O.P J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A4.3 WINDOW ELEVATIONS 21-003.C J.P.W. NO. DATE REMARKS 6" COD FORM METAL FRAMING @ 16" O.C. 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD BATT INSULATION WALL TYPE 1 3/4" CEMENT PLASTER FINISH 3/4" PLYWOOD SHEATHING VAPOR BARRIER INTERIOR EXTERIOR 3 5/8" METAL STUDS @ 24" O.C. BATT INSULATION WALL TYPE 2 8" 8" CONC. CAST-IN-PLACE CONCRETE WALL WITH 1/2" PLASTER BOTH SIDES WALL TYPE 3 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 R.O.P J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A4.4 WALL DETAILS 21-003.C J.P.W. NO. DATE REMARKS 1 1/2" = 1'-0" 1 WALL DETAILS GALVANIZED SUSPENDED METAL CEILING GRID HANGER AT 4'-0" O.C. MAX MAIN TEE RUNNER 4'-0" O.C. OR AS PER MANUFACTURER'S RECOMMENDATIONS TYPICAL CROSS TEE 2'-0" O.C. 2'-0" X 4'-0" ACOUSTIC LAY IN TILE PANEL FLEXIBLE AIR SUPPLY DUCT MAIN TEE RUNNER REGISTER SUPPORT CROSS TEE REGISTER SUPPORT 2'-0" X 2'-0" AIR SUPPLY REGISTER SEE MECHANICAL DWGS FOR CAPACITY AND SIZE ACOUSTIC CEILING TILE METAL HANGER SUPPORT FOR REGISTER METAL HANGER SUPPORT FOR REGISTER MAIN TEE LIGHT FIXTURE SUPPORT CROSS TEE LIGHT FIXTURE SUPPORT 2'-0" X 4'-0" LIGHT FIXTURE SEE ELECTRICAL DWGS FOR FIXTURE TYPE ACOUSTIC CEILING TILE CONTIUOUS J BEAD SOUND ATTENUATION BATT INSULATION STUD WALL PARTITION SEE PLAN FOR WALL TYPE ACOUSTIC SEALANT SOUND ATTENUATION BATT INSULATION STUD WALL PARTITION SEE PLAN FOR WALL TYPE 1' - 0" FINISHED WALL ANGLE AND MOULDING TRIM ACOUSTIC CEILING TILE PANEL TYPICAL GALVANIZED SUSPENDED METAL CEILING GRID HANGER AT 4'-0" O.C. MAX MAIN TEE RUNNER 4'-0" O.C. OR AS PER MANUFACTURER'S RECOMMENDATIONS CORNER BEAD FINISHED WALL ANGLE AND MOULDING TRIM ACOUSTIC CEILING TILE PANEL TYPICAL GALVANIZED SUSPENDED METAL CEILING GRID HANGER AT 4'-0" O.C. MAX MAIN TEE RUNNER 4'-0" O.C. OR AS PER MANUFACTURER'S RECOMMENDATIONS FINISHED WALL ANGLE AND MOULDING TRIM 4" MAIN TEE LIGHT FIXTURE SUPPORT SURFACE MOUNTED LIGHT FIXTURE (SEE ELECTRICAL DWGS FOR FIXTURE TYPE) SUSPENDED WATER RESISTANT GYPSUM BOARD SOUND ATTENUATION BATT INSULATION STUD WALL PARTITION SEE PLAN FOR WALL TYPE FINISHED WALL ANGLE AND MOULDING TRIM ACOUSTIC CEILING TILE PANEL TYPICAL GALVANIZED SUSPENDED METAL CEILING GRID HANGER AT 4'-0" O.C. MAX MAIN TEE RUNNER 4'-0" O.C. OR AS PER MANUFACTURER'S RECOMMENDATIONS SUSPENDED WATER RESISTANT GYPSUM BOARD 2" MAIN CHANNEL AT 4'-0" O.C 2'-0" O.C CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A5.0 CEILING DETAILS 21-003.C Approver 1 1/2" = 1'-0" 1 TYPICAL SUSPENDED CEILING DETAIL 1 1/2" = 1'-0" 2 CEILING DETAIL AT REGISTER 1 1/2" = 1'-0" 3 CEILING DETAIL AT LIGHT 1 1/2" = 1'-0" 4 CEILING DETAIL 1 1 1/2" = 1'-0" 5 CEILING DETAIL 2 1 1/2" = 1'-0" 6 BULKHEAD DETAIL 1 1/2" = 1'-0" 7 CEILING DETAIL AT LIGHT FIXTURE 1 1/2" = 1'-0" 8 CEILING DETAIL 3 NO. DATE REMARKS 9" 6" ALCOVE LIGHTING ALCOVE LIGHTING DOWNWARD LIGHTING DOWNWARD LIGHTING 1' - 3" 6" 2' - 0" 16' - 9" 2' - 0" EXTERIOR INTERIOR CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A5.1 CEILING DETAILS 21-003.C Approver 1" = 1'-0" 1 CONFERENCE ROOM CEILING NO. DATE REMARKS NEW IMPACT RESISTANT GLASS HEAD EXTERIOR INTERIOR INSULATION 5/8" MOISTURE AND MOLD RESISTANT GYPSUM WALL BOARD (2) 6" METAL PLATE 3/4" PLYWOOD SHEATHING 5/8" DENSGOLD EXTERIOR SHEATHING 3/4" CEMENT PLASTER DRIP EDGE 6" METAL STUDS @ 16" O.C. WOOD TRIM ANCHOR AS REQUIRED AS PER MANUF. SPECIFICATION BACKER ROD AND SEALANT METAL MULLION SEAL HEADS 2X BLOCKING EXTERIOR INTERIOR 3/4" PLYWOOD SHEATHING 5/8" DENSGOLD EXTERIOR SHEATHING 3/4" CEMENT PLASTER INSULATION 5/8" GYPSUM WALL BOARD (2) 7 1/2" METAL JAMB WOOD TRIM NEW IMPACT RESISTANT GLASS METAL FLASHING CAULKING CAULKING BACKER ROD & SEALANT ANCHOR & SHIM AS REQUIRED 2X BLOCKING EXTERIOR INTERIOR NEW IMPACT RESISTANT GLASS METAL FLASHING 3/4" CEMENT PLASTER 5/8" DENSGOLD EXTERIOR SHEATHING 3/4" PLYWOOD SHEATHING 6" METAL STUDS @ 16" O.C. INSULATION WOOD SILL WOOD TRIM (2) 6" TOP PLATE 5/8" MOISTURE AND MOLD RESISTANT GYPSUM WALL BOARD CAULKING CAULKING E2-0704PC BACKER ROD & SEALANT ANCHOR & SHIM AS REQUIRED CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A5.3 WINDOW DETAILS 21-003.C Approver 3" = 1'-0" 1 WINDOW HEAD DETAIL 3" = 1'-0" 2 WINDOW JAMB DETAIL 3" = 1'-0" 3 WINDOW SILL DETAIL NO. DATE REMARKS (2) 4" METAL PLATE WOOD TRIM INSULATION 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 4" METAL STUDS @ 16" O.C. WOOD TRIM 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD TEMPERED GLASS MULLION 2X BLOCKING 4" METAL TOP PLATE WOOD SILL INSULATION 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 4" METAL STUDS @ 16" O.C. WOOD SILL 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD TEMPERED GLASS MULLION 2 BLOCKING E2-0704PC EXTERIOR INTERIOR NEW IMPACT RESISTANT GLASS METAL FLASHING 3/4" CEMENT PLASTER WOOD SILL WOOD TRIM CAULKING BACKER ROD & SEALANT ANCHOR & SHIM AS REQUIRED 2X BLOCKING SEE STRUCTURAL DRAWINGS FOR REINFORCEMENT SEE STRUCTURAL DRAWINGS FOR REINFORCEMENT CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A5.4 WINDOW DETAILS 21-003.C Approver 3" = 1'-0" 1 WINDOW HEAD DETAIL 3 3" = 1'-0" 2 WINDOW SILL DETAIL 3 3" = 1'-0" 3 CURTAIN WALL DETAIL4 NO. DATE REMARKS Section View 6" 0" 70.31° 45.00° 3" 2' - 4" WINDOW SYSTEM STEEL TUBE SEE STRUCTURAL DRAWINGS FOR SIZE AND REINFORCEMENT 1" 1" S/S H/H BOLTS (TYPICAL) STEEL PLATE 4" EXTRUDED ALUMINUM AIRFOIL BLADE (TYPICAL) CUSTOM TAPERED ALUMINUM OUTRIGGER PLATE (TYPICAL) Sunshade Design must meet local code requirements. Please contract CS Representative in your area for assistance. Plan View IMPACTED RESISTANT CURTAIN WALL ASSEMBLY STEEL COLUMN BEYOND SEE STRUCTURAL DRAWINGS FOR SIZE AND REINFORCEMENT STEEL TUBE SEE STRUCTURAL DRAWINGS FOR SIZE AND REINFORCEMENT CUSTOM TAPERED ALUMINUM OUTRIGGER PLATE (TYPICAL) 4" EXTRUDED ALUMINUM AIRFOIL BLADE (TYPICAL) STEEL PLATE S/S H/H BOLTS (TYPICAL) CONSTRUCTION SPECIALTIES 49 MEEKER AVENUE CRANFORD, N.J. 07016-3198 TITLE: CANTILEVER AIRFLOIL SUNSHADE SYSTEM REF. 100-3C-32 CONTRACTOR CAN UTILIZE APPROVED SUBSTITUTION CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A5.5 WINDOW DETAILS 21-003.C Approver NOT TO SCALE 1 AIRFLOW SUNSHADE DETAIL 2 NO. DATE REMARKS DOOR HEAD DETAIL J1 JAMB WITH 4" STUD WALL (2) 4" STUDS AT FRAME 5/8" MOISTURE & MOLD RESISTANT GYPSUM WALL BOARD HOLLOW METAL FRAME GROUT SOLID 5/8" MOISTURE & MOLD RESISTANT GYPSUM WALL BOARD INSULATION DOOR 4" METAL STUDS @ 16" O.C. WOOD BLOCKING 2X WOOD BLOCKING HOLLOW METAL FRAME GROUT SOLID DOOR 5/8" MOISTURE & MOLD RESISTANT GYPSUM WALL BOARD DOOR HEAD DETAIL J2 JAMB WITH 6" STUD WALL INSULATION 5/8" MOISTURE & MOLD RESISTANT GYPSUM WALL BOARD (2) 6" STUDS AT FRAME WOOD BLOCKING 2X WOOD BLOCKING DOOR JAMB DETAIL J1 JAMB WITH 4" STUD WALL (2) 4" STUDS AT FRAME 5/8" MOISTURE & MOLD RESISTANT GYPSUM WALL BOARD HOLLOW METAL FRAME GROUT SOLID 5/8" MOISTURE & MOLD RESISTANT GYPSUM WALL BOARD INSULATION DOOR WOOD BLOCKING 2X WOOD BLOCKING HOLLOW METAL FRAME GROUT SOLID DOOR 5/8" MOISTURE & MOLD RESISTANT GYPSUM WALL BOARD DOOR JAMB DETAIL J2 JAMB WITH 6" STUD WALL INSULATION 5/8" MOISTURE & MOLD RESISTANT GYPSUM WALL BOARD (2) 6" STUDS AT FRAME WOOD BLOCKING 2X WOOD BLOCKING 5/8" MOISTURE AND MOLD RESISTANT GYPSUM WALL BOARD INSULATION 5/8" MOISTURE AND MOLD RESISTANT GYPSUM WALL BOARD (2) 4" METAL JAMB WOOD TRIM TEMPERED GLASS MULLION HOLLOW METAL FASTENED TO STUDS CLEAR TEMPERED GLASS MULLION HOLLOW METAL TEMPERED GLASS DOOR DOOR HINGE CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A5.6 DOOR DETAILS 21-003.C Approver 3" = 1'-0" 1 DOOR HEAD DETAILS 2 3" = 1'-0" 2 DOOR HEAD DETAILS 3 3" = 1'-0" 3 DOOR JAMB DETAILS 2 3" = 1'-0" 4 DOOR JAMB DETAILS 3 3" = 1'-0" 5 INTERIOR CONFERENCE ROOM CURTAIN WALL ASSEMBLY NO. DATE REMARKS (2) 4" STUDS AT FRAME 5/8" MOISTURE & MOLD RESISTANT GYPSUM WALL BOARD 5/8" MOISTURE & MOLD RESISTANT GYPSUM WALL BOARD INSULATION 4" METAL STUDS @ 16" O.C. WOOD TRIM WOOD TRIM ATTACH MULLION TO METAL STUDS DOOR TEMPERED GLASS 2X WOOD BLOCKING DOOR TEMPERED GLASS THRESHOLD SEE STRUCTURAL DRAWINGS FOR REINFORCEMENT AND SIZING CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A5.7 DOOR DETAILS 21-003.C Approver 3" = 1'-0" 1 GLASS DOOR HEAD DETAILS 3" = 1'-0" 2 GLASS DOOR THRESHOLD DETAILS NO. DATE REMARKS P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1066b P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a fixture1 P1107a 3 1/8" 79) PACKAGE WIDTH 184" MAX ROUGH OPENING 184 1/2" MAX 3/8"(10) 4 1/2"(114) 1 3/4"(44) 3 1/8" (79) 8 3/4"(222) 8"(203) NOM. 7'-10 1/8" (2391) CLEAR OPENING 8'-8" (2642) MAX HEADER HEIGHT 8'-8 1/4" (2648) MAX ROUGH OPENING 1/2" (13) 4" (102) 3/8" (10) HEADER ABOVE "SO" INTERIOR EXTERIOR "SX" "SX" 1/4"(6) SHIM SPACE "SO" HORIZONTAL SECTION "SO" "SX" "SX" "SO" TWO ROWS OF ANCHORS - MAX 15" OC (REFER TO ANCHOR DATA TABLE) SINGLE ROW OF STAGGERED ANCHORS - MAX 10" OC (REFER TO ANCHOR DATA TABLE) ELEVATION VERTICAL SECTION SPACE 1/4"(6) SHIM FINISHED FLOOR SINGLE ROW OF ANCHORS - MAX 10" OC (REFER TO ANCHOR DATA TABLE) 110 VAC. 60 HZ BY ELECTRICAL CONTRACTOR 4" 4" 4" 4" E X T E R I O R I N T E R I O R 3" EDGE DISTANCE (ED) 10" OC 10" OC 10" OC 15" OC 4" STORMGLASS GLAZING DETAILS DOW 995 SILICONE GLASS SPECIFICATION 0.325" OLDCASTLE IMPACT RATED GLASS -1/8" HEAT STRENGTHENED GLASS -0.075" SAFLEX CP COMPOSITE GLASS INTERLAYER W/PET CORE BY EASTMAN CHEMICAL CO. OR 0.075" STORMGLASS SAFLEX CP INTERLAYER W/PET CORE BY OLDCASTLE BUILDING ENVELOPE INC. -1/8" HEAT STRENGTHENED GLASS GLASS STOP FACE INTERIOR EXTERIOR GLASS STOP GUTTER 2 1 2 Adams Rite Hook Bolt MS1853-350 W/ 2 Point Locking 1 ADAMS RITE FLUSH BOLT 1870 SERIES ADAMS RITE FLUSH BOLT 1870 SERIES ADAMS RITE FLUSH BOLT 1870 SERIES ANCHOR DATA SUBSTRATE MINUMUM REQUIREMENTS EXPLODE PENETRATION EDGE DISTANCE CONCRETE 3000 PSI HEADER JAMBS SILL 1 1/2" MIN 2 1/2" MIN WOOD SG >= 0.55 HEADER JAMBS SILL 1 1/2" MIN 3/4" MIN ALUMINUM 6063-T5 - 1/8" THICK HEADER JAMBS N/A 3/4" MIN STEEL A36 - 1/8" THICK Fu = 58 ksl HEADER JAMBS N/A 3/4" MIN NOTES 1-SEE ELEVATION DETAILS FOR ANCHOR SPACING 2-MINIMUM PENETRATION IS BEYOND WALL DRESSING 3-TYPICAL 2 ROWS OF FASTENERS FOR THRESHOLD INSTALLATION 4-BASE MATERIAL DESIGNED BY OTHERS TO WITHSTAND IMPOSED LOAD PACKAGE HEIGHT INFORMATION MAX PACKAGE HEIGHT MASONRY OPENING NOM. CLEAR DOOR OPENING 8'-8" (104") 8'-8 1/4" (104 1/4") 94 1/8" PACKAGE WIDTH INFORMATION MAX PACKAGE WIDTH MASONRY OPENING NOM. CLEAR DOOR OPENING SLIDING DOOR PANEL NOM. WIDTH EMERGENCY BREAKOUT NOM. WIDTH 15'-4" (184") 15'-4 1/2" (184 1/2") 77 3/4" 46 7/8" 171" OVERHANG MUST BE GREATER OR EQUAL TO FLOOR TO CEILING DIM. DOOR HEIGHT FLOOR TO CEILING OVERHANG ILLUSTRATION "B" DOOR ALLOWABLE DESIGNED PRESSURES +55*, -55 PSF LARGE MISSILE IMPACT * PRODUCT CAN BE USED ONLY IN AREAS WHERE THE DOOR DESIGN IS NOT LIMITED BY WATER INFILTRATION OR MEETING THE CRITERIA AS PER ILLUSTRATION "B" 6.5 4.5 6.5 RECESSED COMBINATION BEVEL EXTERIOR NARROW (2 1/8") MEDIUM (3 1/2") 4" 10" BOTTOM RAILS VERTICALS THRESHOLDS COMBINATION BEVEL INTERIOR 8.5 DOUBLE BEVEL .5 AVAILABLE SUBSTITUTIONS NOTE: USE TORMAX USA INC. FOR AUTOMATIC SLIDING DOOR OR SIMILAR REV DESCRIPTION BY DATE B UPDATED PACKAGE WITH DATA C ADDED STEEL TUBE TO STILES D RELEASED E UPDATED ADDRESS, ADDED NEW THRESHOLD, CHANGED DRAWING NUMBER FROM US80021 F NOA REF. # CHANGED G NEW NOA#, REVISED ANCHOR AND GLASS SPEC. H REPLACED NOA# WITH FL# JESC 06/24/2004 JESC JESC DSW DSW DSW DSW 04/22/2005 10/17/2005 08/08/2011 02/20/2013 05/02/2016 02/01/2019 TORMAX INC. 12859 WETMORE RD. SANTONIO TEXAS 78247 TITLE: 9300 IMPACT, BI-PART REF. FL# 17648.3 DESIGN INTENT CONTRACTOR CAN UTILIZE APPROVED SUBSTITUTION CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A5.8 DOOR DETAILS 21-003.C Approver NOT TO SCALE 1 SLIDING GLASS DOOR DETAILS NO. DATE REMARKS P1066b P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a P1 1 0 7 a E X T E R I O R I N T E R I O R 3" EXTERIOR (2) 3/4" TREATED PLYWOOD 5/8" DENSGOLD EXTERIOR SHEATHING 3/4" CEMENT PLASTER DRIP EDGE INSULATION 1/2" GYPSUM WALL BOARD (2) 8" METAL PLATE 8" METAL STUDS @ 16" O.C. WOOD TRIM IMPACT RESISTANT GLASS INTERIOR MULLION BACKER ROD AND SEALANT SHIM AS REQUIRED ANCHOR STORE FRONT METAL MULLION AS PER MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE IMPACT RESISTANT RATING IMPACTED RESISTANT GLASS METAL MULLION WINDOW ASSEMBLY BACKER ROD AND SEALANT CONTINUOUS BREAK PANEL SOLID BLOCKING AS REQUIRED 8X8 TUBULAR STEEL BEAM BACKER ROD AND SEALANT SHIM AS REQUIRED CONTINUOUS BREAK PANEL SOLID BLOCKING IMPACT RESISTANT GLASS ANCHOR SLIDING DOOR HEAD AS PER MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE IMPACTE RESISTANT RATING THRESHOLD IMPACT RESISTANT GLASS INTERIOR EXTERIOR DOOR HINGE IMPACT RESISTANT SLIDING GLASS DOOR FLUSH BOLT IMPACT RESISTANT GLASS WINDOW IMPACTED RESISTANT GLASS WINDOW DOOR HINGE ANCHOR STORE FRONT AS PER MANUFACTURER'S RECOMMENDATION TO ACHIEVE IMPACT RESISTANT RATING CONTINUOUS BREAK PANEL SOLID WOOD BLOCKING AS REQUIRED BACKER ROD AND SEALANT METAL MULLION CAULKING IMPACT RESISTANT GLASS WINDOW ANCHOR STORE FRONT AS PER MANUFACTURER'S RECOMMENDATION TO ACHIEVE IMPACT RESISTANT RATING CONTINUOUS BREAK PANEL SOLID WOOD BLOCKING AS REQUIRED BACKER ROD AND SEALANT METAL MULLION CAULKING IMPACT RESISTANT GLASS BACKER ROD AND SEALANT SOLID WOOD BLOCKING AS REQUIRED 8"X8" TUBULAR STEEL COLUMN 8"X8" TUBULAR STEEL COLUMN SOLID WOOD BLOCKING AS REQUIRED CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A5.9 DOOR DETAILS 21-003.C Approver NOT TO SCALE 1 SLIDING GLASS DOOR HEAD DETAILS NOT TO SCALE 2 SLIDING GLASS DOOR JAMB DETAILS NO. DATE REMARKS A6.0 4 2 3 19' - 6" 8' - 7" 9" 12 3 13 6 14 13 6 11 2 1 1 2 LEVEL 2 234' - 9" 3 1 12 LEVEL 2 14' - 6" 6 13 LEVEL 2 234' - 9" 13 2 2 3 1 1 13 13 14 6 11 11 6 12 1 SOAP DISPENSER 2 TILTED MIRROR 3 HAND DRYER 6 COMBINATION TOILET SEAT COVER DISPENSER, TOILET PAPER DISPENSER, WASTE RECEPTACLE RESTROOM ACCESSORIES LEGEND 11 ABA COMPLIANT GRAB BAR 12 LAVATORY ABA COMPLIANT LAVATORY 13 ABA COMPLIANT FLOOR MOUNTED TOILET 14 ABA COMPLIANT WALL HUNG SINK CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A6.0 ENLARGED RESTROOM PLANS 21-003.C Approver NO. DATE REMARKS 1/2" = 1'-0" 1 LEVEL 2 - ENLARGED FEMALE RESTROOM 1/2" = 1'-0" 2 FEMALE RESTROOM ELEVATION -1 1/2" = 1'-0" 3 FEMALE RESTROOM ELEVATION - 2 1/2" = 1'-0" 4 FEMALE RESTOOM ELEVATION - 3 A6.1 4 3 2 7' - 3" 2' - 6" 7' - 7" 2' - 5" 19' - 0" 12 3 13 11 2 2 6 11 13 13 6 13 11 1' - 5" 3' - 6" 3 3' - 1" LEVEL 2 234' - 9" 2 2 3 1 12 13 6 11 13 6 1' - 5" 3' - 6" 2' - 5" 3' - 4" 3' - 1" 3' - 6" 11" 1 SOAP DISPENSER 2 TILTED MIRROR 3 HAND DRYER 6 COMBINATION TOILET SEAT COVER DISPENSER, TOILET PAPER DISPENSER, WASTE RECEPTACLE RESTROOM ACCESSORIES LEGEND 11 ABA COMPLIANT GRAB BAR 12 LAVATORY ABA COMPLIANT LAVATORY 13 ABA COMPLIANT FLOOR MOUNTED TOILET 14 ABA COMPLIANT WALL HUNG SINK CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A6.1 ENLARGED RESTROOM PLANS 21-003.C Approver NO. DATE REMARKS 1/2" = 1'-0" 1 LEVEL 2 - ENLARGED MALE RESTROOM 1/2" = 1'-0" 2 MALE RESTROOM ELEVATION - 1 1/2" = 1'-0" 3 MALE RESTROOM ELEVATION -2 1/2" = 1'-0" 4 MALE RESTROOM ELEVATION - 3 DW A6.2 2 5' - 4" 9' - 4" 10' - 2" 16 13 6 2 1 3 LEVEL 2 234' - 9" 6 2 1 3 16 13 R1 A6.2 4 3/4" PLYWOOD CABINETS PLASTIC LAMINATE FINISH 3/4" PLYWOOD OVERHEAD CABINETS PLASTIC LAMINATE FINISH 3' - 0" 0' - 1 1/2" 0' - 4" 7' - 0" 2' - 6" 3" SOLID SURFACE COUNTER TOP 3/4" PLYWOOD DRAWERS PLASTIC LAMINATE FINISH 3/4" PLYWOOD OVERHEAD CABINETS PLASTIC LAMINATE FINISH 3' - 0" 0' - 1 1/2" 0' - 4" 7' - 0" 2' - 6" 3" SOLID SURFACE COUNTER TOP 7' - 0" 2' - 6" 1' - 6" 3' - 0" 0' - 4" CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A6.2 ENLARGED PLANS AND ELEVATIONS 21-003.C Approver NO. DATE REMARKS 1/2" = 1'-0" 1 LEVEL 2 - ENLARGED CEO RESTROOM 1/2" = 1'-0" 2 CEO RESTROOM ELEVATION 1/2" = 1'-0" 3 LEVEL 2 - ENLARGED KITCHEN PLAN 1" = 1'-0" 5 CASEWORK SECTION 1" = 1'-0" 6 CASEWORK SECTION -DRAWERS 1/2" = 1'-0" 4 KITCHEN ELEVATION UP UP DN DN 220' - 9" 9' - 9" RISER HEIGHT 7" FL TO FL 14'-0" 12 RISERS 11" TREADS 3' - 0" 9' - 10" 234' - 9" 227' - 9" 9' - 8" 22' - 6" RISER HEIGHT 7" 13 RISERS 11" TREADS 249' - 11" 242' - 4" 9' - 10" 16' - 5" RISER HEIGHT 7" 13 RISERS 11" TREADS 4' - 0" 8' - 3" 4' - 0" 4' - 0" 227' - 9" 12' - 0" 4' - 1" 16' - 1" 8' - 10" 2" METAL TOP RAIL C5 7 E CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 R.O.P J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A7.0 ENLARGED STAIR PLAN 21-003.C J.P.W. NO. DATE REMARKS 3/8" = 1'-0" 1 LEVEL 1 - ENLARGED STAIR TOWER 3/8" = 1'-0" 2 LEVEL 2 - ENLARGED STAIR TOWER 3/8" = 1'-0" 3 LEVEL 3 - ENLARGED STAIR TOWER 3/8" = 1'-0" 4 LEVEL 2 - ENLARGED MAIN STAIR 1 A BATT INSULATION 3/4" PLYWOOD SHEATHING VAPOR BARRIER 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 5/8" DENSGOLD EXTERIOR SHEATHING SEE STRUCTURAL DRAWINGS FOR SIZES. BATT INSULATION 3/4" PLYWOOD SHEATHING VAPOR BARRIER 5/8" DENSGOLD EXTERIOR SHEATHING 6" COLD FORM METAL FRAMING 3' - 1 1/2" 1' - 10" 2' - 7" 1' - 1" 3 5/8" METAL STUDS @24" O.C. 3 5/8" METAL STUDS @ 24" O.C. 3 5/8" METAL STUD 3 5/8" METAL STUD AT CORNER INSULATION INSULATION 1 B 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. BATT INSULATION 3/4" PLYWOOD SHEATHING VAPOR BARRIER 5/8" DENSGOLD EXTERIOR SHEATHING 6" COLD FORM METAL FRAMING 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 2' - 5 1/2" 0' - 8" 2' - 10 1/2" 1' - 8 1/2" 3 5/8" METAL STUDS @ 24" O.C. 3 5/8 METAL STUD AT CORNER 3 5/8" METAL STUDS @ 24" O.C. 1 C 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. BATT INSULATION 3/4" PLYWOOD SHEATHING VAPOR BARRIER 5/8" DENSGOLD EXTERIOR SHEATHING 6" COLD FORM METAL FRAMING 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 3' - 1 1/2" 1' - 2" 2' - 6" 1' - 6" 3 5/8" METAL STUDS AT CORNER 3 5/8 METAL STUD @ 24" O.C. 3 5/8 METAL STUD @ 24" O.C. 6" METAL STUD @ 16" O.C. INSULATION INSULATION 1 D 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. BATT INSULATION 3/4" PLYWOOD SHEATHING VAPOR BARRIER 5/8" DENSGOLD EXTERIOR SHEATHING 6" COLD FORM METAL FRAMING BATT INSULATION 3/4" PLYWOOD SHEATHING SHEATHING VAPOR BARRIER 5/8" DENSGOLD EXTERIOR SHEATHING 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 1' - 9 1/2" 0' - 9" 2' - 5 1/2" 1' - 6" 3 5/8" METAL STUD AT CORNER 3 5/8" METAL STUD @ 24" O.C. INSULATION 6" METAL STUD AT CORNER 6" METAL STUD @ 16" O.C. CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A7.1 ENLARGED COLUMN ENCLOSURES 21-003.C J.P.W. NO. DATE REMARKS 1" = 1'-0" 1 LEVEL 2 - PLAN DETAIL - A AND 1 1" = 1'-0" 2 LEVEL 2 - PLAN DETAIL - B AND 1 1" = 1'-0" 3 LEVEL 2 - PLAN DETAIL - C AND 1 1" = 1'-0" 4 LEVEL 2 - PLAN DETAIL - D AND 1 2 A 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. BATT INSULATION 3/4" PLYWOOD SHEATHING VAPOR BARRIER 5/8" DENSGOLD EXTERIOR SHEATHING 6" COLD FORM METAL FRAMING 2' - 11" 2' - 9" 3-5/8" METAL FRAMING 1' - 11" 0' - 10" 6" STUDS @ 16" O.C. INSULATION 3 5/8" METAL STUDS IN THE MIDDLE INSULATION 3 5/8" METAL STUDS AT CORNER 3/4" CEMENT PLASTER 2 B METAL FRAMING SEE STRUCTURAL DRAWINGS FOR SIZES. 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD INSULATION 10" 10" 6' - 0" 2' - 10" 3 5/8" METAL STUDS @ 24" O.C. INSULATION 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 9' - 2" 2 C 3 5/8" METAL FRAMING SEE STRUCTURAL DRAWINGS FOR SIZES. 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD INSULATION 1' - 5" 1' - 5" 9" 10" 5/8" MOLD AND MOISTURE RESISTANT CYPSUM WALL BOARD 0' - 6" 3' - 7" 2 D 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. BATT INSULATION 3/4" PLYWOOD SHEATHING VAPOR BARRIER 5/8" DENSGOLD EXTERIOR SHEATHING 6" COLD FORM METAL FRAMING @ 16" O.C. 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 1' - 9" 10" 4' - 3" 1' - 6" INSULATION 3 5/8" METAL STUDS AT CORNER 3 5/8" METAL STUDS IN THE MIDDLE 5/8" MOLD AND MOISTURE RESISTAND GYPSUM WALL BOARD 3 5/8" METAL STUDS IN THE MIDDLE INSULATION 3/4" CEMENT PLASTER 2' - 0 1/2" 1' - 6" 0' - 8" 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 6" COLD FORM METAL FRAMING BATT INSULATION (2) 6" METAL STUD AT FRAMING 2X WOOD BLOCKING HOLLOW METAL FRAMING WOOD BLOCKING 3/4" CEMENT PLASTER 5/8" DENSGOLD SHEATHING 3/4" PLYWOOD SHEATHING RAIN WATER LEADER 3 5/8" METAL STUDS INSULATION 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 3/4" CEMENT PLASTER 5/8" DENSGOLD SHEATHING 3/4" PLYWOOD SHEATHING 6" COLD FORM METAL FRAMING DOOR CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A7.2 ENLARGED COLUMN ENCLOSURES 21-003.C J.P.W. NO. DATE REMARKS 1" = 1'-0" 1 LEVEL 2 - PLAN DETAIL - A AND 2 1" = 1'-0" 2 LEVEL 2 - PLAN DETAIL - B AND 2 1" = 1'-0" 3 LEVEL 2 - PLAN DETAIL - C AND 2 1" = 1'-0" 4 LEVEL 2 - PLAN DETAIL - D AND 2 1" = 1'-0" 5 RAIN LEADER COVER 3 A 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. 3 5/8" METAL FRAMING IN THE MIDDLE 3' - 3" 0' - 10" 1' - 7" 1' - 8" 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 3 5/8" STUDS AT CORNERS GUARD RAIL HANDRAIL 6" METAL STUDS @ 16" O.C. BATT INSULATION INSULATION 3 B METAL FRAMING SEE STRUCTURAL DRAWINGS FOR SIZES. 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD INSULATION 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 3 5/8" METAL STUDS @ 24" O.C. INSULATION 3 5/8" METAL STUDS @ 24" O.C. 3 5/8" METAL STUDS AT CORNER INSULATION 1' - 6" 1' - 1" 2' - 10 1/2" 1' - 6" 2' - 7" 4' - 4 1/2" 3 C METAL FRAMING AT CORNER SEE STRUCTURAL DRAWINGS FOR SIZES. 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD INSULATION 2' - 4" 3' - 4" 1' - 0 1/2" 1' - 3 1/2" 3 5/8" METAL STUDS 1' - 5 1/2" 1' - 10 1/2" 3 5/8" METAL STUDS AT CORNER 3 5/8" METAL STUDS @ 24" O.C. INSULATION 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 3 D 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. BATT INSULATION 3/4" PLYWOOD SHEATHING VAPOR BARRIER 5/8" DENSGOLD EXTERIOR SHEATHING 6" COLD FORM METAL FRAMING 6" METAL STUDS @ 16" O.C. 3 5/8" METAL STUDS AT CORNER 3 5/8" METAL STUDS INSULATION INSULATION 3 5/8" METAL STUDS 1' - 4" 3' - 7" 2' - 11" 1' - 10" 0' - 10" 3 5/8" METAL STUD IN THE MIDDLE RAIN LEADER CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A7.3 ENLARGED COLUMN ENCLOSURES 21-003.C J.P.W. NO. DATE REMARKS 1" = 1'-0" 1 LEVEL 2 - PLAN DETAIL - A AND 3 1" = 1'-0" 2 LEVEL 2 - PLAN DETAIL - B AND 3 1" = 1'-0" 3 LEVEL 2 - PLAN DETAIL - C AND 3 1" = 1'-0" 4 LEVEL 2 - PLAN DETAIL - D AND 3 4 B A4 1' - 9" 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. BATT INSULATION 3 5/8" METAL FRAMING @ 24" O.C. 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 3 5/8" METAL STUD IN THE MIDDLE 3 5/8" METAL STUDS @ 24" O.C. 3 5/8" METAL STUD IN THE MIDDLE INSULATION 4 C 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. BATT INSULATION 3 5/8" METAL FRAMING IN THE MIDDLE BATT INSULATION 3 5/8" METAL FRAMING IN THE MIDDLE 1' - 10" 2' - 10 1/2" DOOR SCHEDULE 3 5/8" METAL STUD IN THE MIDDLE A7 3 5/8" METAL STUDS AT CORNERS INSULATION 3 5/8" METAL STUD IN THE MIDDLE 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD BATT INSULATION 6" COLD FORM METAL FRAMING @ 16" O.C. 3/4" PLYWOOD SHEATHING 5/8" DENSGOLD SHEATHING VAPOR BARRIER SEE STRUCTURAL DRAWINGS FOR SIZE CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A7.4 ENLARGED COLUMN ENCLOSURES 21-003.C J.P.W. NO. DATE REMARKS 1" = 1'-0" 1 LEVEL 2 - PLAN DETAIL - B AND 4 1" = 1'-0" 2 LEVEL 2 - PLAN DETAIL - C AND 4 1" = 1'-0" 3 LEVEL 2 - WALL CONNECTION PLAN A1 R1 1' - 7" 1' - 8 1/2" 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. 3/4" PLYWOOD SHEATHING VAPOR BARRIER 5/8" DENSGOLD EXTERIOR SHEATHING BATT INSULATION 6" COLD FORM METAL FRAMING 0' - 9 1/2" INSULATION 3 5/8" METAL STUDS AT CORNER 3 5/8" METAL STUD IN THE MIDDLE A2 R1 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. 3/4" PLYWOOD SHEATHING VAPOR BARRIER 5/8" DENSGOLD EXTERIOR SHEATHING BATT INSULATION 6" COLD FORM METAL FRAMING WINDOW PER SCHEDULE WINDOW PER SCHEDULE 0' - 10 1/2"0' - 11" 1' - 9 1/2" 3 5/8" METAL STUDS IN THE MIDDLE INSULATION 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 0' - 11" A3 R1 1' - 11" 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. 3/4" PLYWOOD SHEATHING SHEATHING VAPOR BARRIER 5/8" DENSGOLD EXTERIOR SHEATHING BATT INSULATION 6" COLD FORM METAL FRAMING WINDOW PER SCHEDULE WINDOW PER SCHEDULE 1' - 9" INSULATION 0' - 10 1/2" 0' - 10 1/2" 3 5/8" METAL STUDS 3 5/8" METAL STUD IN THE MIDDLE A4 R1 3/4" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. 3/4" PLYWOOD SHEATHING VAPOR BARRIER 5/8" DENSGOLD EXTERIOR SHEATHING BATT INSULATION 6" COLD FORM METAL FRAMING WINDOW PER SCHEDULE WINDOW PER SCHEDULE 2' - 0" 1' - 9 1/2" INSULATION 3 5/8" METAL STUDS 0' - 10 1/2" 0' - 10 1/2" 3 5/8" METAL STUD IN THE MIDDLE A5 R1 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. 3/4" PLYWOOD SHEATHING VAPOR BARRIER 5/8" DENSGOLD EXTERIOR SHEATHING BATT INSULATION 6" COLD FORM METAL FRAMING WINDOW PER SCHEDULE WINDOW PER SCHEDULE 1' - 11 1/2" 1' - 8 1/2" 0' - 10 1/2" 1' - 1 1/2" 3 5/8" METAL STUD IN THE MIDDLE 3 5/8" METAL STUD AT THE CORNERS A6 R1 1' - 10" 1' - 8" 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. 3/4" PLYWOOD SHEATHING VAPOR BARRIER 5/8" DENSGOLD EXTERIOR SHEATHING BATT INSULATION 6" COLD FORM METAL FRAMING WINDOW PER SCHEDULE 0' - 10 1/2" 1' - 1 1/2" 3 5/8" METAL STUDS IN THE MIDDLE INSULATION 3 5/8" METAL STUD IN THE MIDDLE CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A7.5 ENLARGED COLUMN ENCLOSURES 21-003.C J.P.W. NO. DATE REMARKS 1" = 1'-0" 1 LEVEL 2 - PLAN DETAIL - R1 AND A1 1" = 1'-0" 2 LEVEL 2 - PLAN DETAIL - R1 AND A2 1" = 1'-0" 3 LEVEL 2 - PLAN DETAIL - R1 AND A3 1" = 1'-0" 4 LEVEL 2 - PLAN DETAIL - R1 AND A4 1" = 1'-0" 5 LEVEL 2 - PLAN DETAIL - R1 AND A5 1" = 1'-0" 6 LEVEL 2 - PLAN DETAIL - R1 AND A6 3 5/8" METAL STUDS A1 R2 6"METAL STUDS @ 16" O.C. BATT INSULATION 3/4" PLYWOOD SHEATHING 5/8" DENSGOLD SHEATHING 3/4" CEMENT PLASTER 3 5/8" METAL STUDS @ 24" O.C. INSULATION 3 5/8" METAL STUDS SEE STRUCTURAL DRAWINGS FOR SIZE AND SPACING 3 5/8" METAL STUDS AT CORNER 1' - 0 1/2" 1' - 10 1/2" 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 1' - 0 1/2" A2 R2 3 5/8" METAL STUDS AT CORNER 3 5/8" METALS STUDS @ 24" O.C. SEE STRUCTURAL DRAWINGS FOR SIZES INSULATION 3' - 6" 1' - 11 1/2" 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD A3 R2 SEE STRUCTURAL DRAWINGS FOR SIZE 3 5/8" METAL STUDS INSULATION 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 0' - 11" 0' - 11 1/2" 2' - 1 1/2" 2' - 6 1/2" 3 5/8" METAL STUD IN THE MIDDLE A4 R2 3 5/8' METAL STUDS AT CORNER INSULATION 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZE AND REINFORCEMENT 3 5/8" METAL STUDS 0' - 11 1/2" 0' - 11" A5 R2 SEE STRUCTURAL DRAWINGS FOR SIZES INSULATION 3 5/8" METAL STUDS 0' - 9 1/2" 3 5/8" METAL STUDS @ 24" O.C. INSULATION 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD R2 a6 A6 R2 1' - 0" 8" 11" 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD BATT INSULATION 3 5/8" METAL FRAMING 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. 3 5/8" METAL STUD IN THE MIDDLE INSULATION CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A7.6 ENLARGED COLUMN ENCLOSURES 21-003.C J.P.W. NO. DATE REMARKS 1" = 1'-0" 1 LEVEL 2 - PLAN DETAIL - A1 AND R2 1" = 1'-0" 2 LEVEL 2 - PLAN DETAIL - A2 AND R2 1" = 1'-0" 3 LEVEL 2 - PLAN DETAIL - A3 AND R2 1" = 1'-0" 4 LEVEL 2 - PLAN DETAIL - A4 AND R2 1" = 1'-0" 5 LEVEL 2 - PLAN DETAIL - A5 AND R2 1" = 1'-0" 6 LEVEL 2 - PLAN DETAIL - A6 AND R2 R2 A7 0' - 10 1/2" 0' - 9 1/2" 0' - 10" 1' - 3" 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. BATT INSULATION BATT INSULATION METAL FRAMING 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD a8 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. BATT INSULATION METAL FRAMING BATT INSULATION METAL FRAMING 4' - 7 1/2" 3' - 0" A8 RAIN WATER LEADER a9 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD SEE STRUCTURAL DRAWINGS FOR SIZES. 3/4" PLYWOOD SHEATHING SHEATHING VAPOR BARRIER 5/8" DENSGOLD EXTERIOR SHEATHING BATT INSULATION 6" COLD FORM METAL FRAMING WINDOW PER SCHEDULE 1' - 2" 1' - 2 1/2" A9 7 3' - 1" 2' - 3 1/2" 3" CLEAR MINIMUM SEE STRUCTURAL DRAWING FOR SIZE, DETAIL AND SPECIFICATIONS FOR COLUMN ASSEMBLY PAINTED AND RUBBING ARCHITECTURAL PLASTER PAINTED AND RUBBING ARCHITECTURAL PLASTER SEE STRUCTURAL DRAWINGS FOR SIZE, DETAILS AND SPCIFICATIONS FOR COLUMN ASSEMBLY CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 B.J.S J.P.W NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A7.7 ENLARGED COLUMN ENCLOSURES 21-003.C J.P.W. NO. DATE REMARKS 1" = 1'-0" 1 LEVEL 2 - PLAN DETAIL - A7 AND R2 1" = 1'-0" 2 LEVEL 2 - PLAN DETAIL - A8 1" = 1'-0" 3 LEVEL 2 - PLAN DETAIL - A9 1 1/2" = 1'-0" 4 COLUMN COVER 1 1 1/2" = 1'-0" 5 COLUMN COVER 2 3' - 0" 3' - 0" 3' - 0" 3' - 0" METAL PANEL WITH CONCRETE INFILL METAL PANEL WITH CONCRETE INFILL 1 1/2" DIA. HANDRAIL STEEL TUBE STEEL STRINGER METAL PAN STAIR WITH CONCRETE INFILL 1 1/2" DIA. HANDRAIL STEEL STRINGER STEEL TUBE METAL PAN STAIR WITH CONCRETE INFILL SEE STRUCTURAL DRAWINGS FOR SIZE, SPACING AND REINFORCEMENT 36" 42" 1-1/2" CONTINUOUS 1 1/2" DIA. OUTSIDE DIAMETER HANDRAIL EDGE OF WALL STEEL TUUBLAR STRINGER AS PER DESIGN CRITERIA METAL PAN STAIR WITH CONCRETE INFILL 1 1/2" DIAMETER OUTSIDE DIAMETER TOP RAIL 1 1/2" DIAMETER OUTSIDE DIAMETER HANDRAIL STEEL INTER-CRIMP WOVEN WIRE MESH 4X4 SQUARE PATTERN 1 1/2" DIAMETER OUTSIDE BOTTOM RAIL CONTINUOUS 1 1/2" DIAMETER OUTSIDE DIAMETER HANDRAIL EDGE OF WALL METAL PAN STAIR WITH CONCRETE INFILL STEEL TUBULAR STRINGER AS PER DESIGN CRITERIA 1' - 0" 0' - 4" 1 1/2" DIAMETER OUTSIDE DIAMETER TOP RAIL 1 1/2" DIAMETER OUTSIDE DIAMETER HANDRAIL 1 1/2" DIAMETER POST STEEL INTER-CRIMP WOVEN WIRE MESH 4X4 SQUARE PATTERN 1 1/2" DIAMETER OUTSIDE DIAMETER BOTTOM RAIL STEEL TUBULAR STRINGER AS PER DESIGN CRITERIA METAL PAN STAIR WITH CONCRETE INFILL PERFORATED STEEL PLATE RISER INFILL ABBRASIVE NOSING (TYPICAL) CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A8.0 STAIR SECTIONS 21-003.C Approver 1/2" = 1'-0" 1 STAIR TOWER DETAIL 1 1/2" = 1'-0" 2 STAIR TOWER AND HANDRAIL DETAILS 1 1/2" = 1'-0" 3 ENLARGED STAIR AND HANDRAIL DETAIL 2 NO. DATE REMARKS LEVEL 1 220' - 9" 1 A3.5 LANDING SEE STRUCTURAL DRAWINGS FOR SIZE & REINFORCEMENT SEE STRUCTURAL DRAWINGS FOR SIZE & REINFORCEMENT SEE SHEET A8.0 FOR SIMILAR STAIR CONSTRUCTION. SEE STRUCTURAL DRAWINGS FOR SIZE & REINFORCEMENT 0' - 7" 1' - 0" 1' - 0" 0' - 7" 2" METAL TOP RAIL 2" METAL POST CABLE RAIL BALUSTERS @ 4" O.C. 2" METAL POST 2" METAL TOP RAIL 2" METAL TOP RAIL 2" METAL POST CABLE RAIL BALUSTERS @ 4" O.C. CABLE RAIL BALUSTERS @ 4" O.C. 3' - 6" 3' - 6" C5 E CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A8.1 STAIR SECTIONS 21-003.C Approver 1/2" = 1'-0" 1 STAIR SECTION-DETAIL NO. DATE REMARKS METAL PAN STAIR WITH CONCRETE INFILL STEEL STRINGER AS PER DESIGN CRITERIA PERFORATED STEEL PLATE RISER INFILL ABRASSIVE NOSING TYP. 11" TYPICAL 7" TYPICAL +/- 1' - 0" STEEL STRINGER AS PER DESIGN CRITERIA METAL PAN STAIR WITH CONCRETE INFILL 1' - 0" 2" SQUARE METAL GUARD RAIL 2" SQUARE METAL HANDRAIL CABLE RAIL BALUSTERS @ 4" O.C. CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A8.2 STAIR DETAILS 21-003.C Approver 3" = 1'-0" 1 ENLARGED STAIR NOSING DETAIL 3" = 1'-0" 2 ENLARGED STAIR AND HANDRAIL DETAIL NOTE 1. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SHOP DRAWINGS FOR STAIR FABRICATION. 2. ALL RISERS HEIGHTS SHALL BE EQUAL. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THERE IS KNOW HEIGHT DIFFERENCE BETWEEN RISERS. THE CONTRACTOR SHALL VERIFY ALL FLOOR TO FLOOR HEIGHTS PRIOR TO THE FABRICATION OF THE STAIR. NO. DATE REMARKS 3' - 6" 2" SQ. METAL GUARD RAIL CABLE RAIL BALUSTER @ 4" O.C. 2" DIA. METAL POST 3' - 6" STEEL TUBING 2" SQ. METAL GUARD RAIL 2" SQ. METAL POST CABLE RAIL BALUSTERS @ 4" O.C. 2" SQ. METAL GUARDRAIL 2" SQ. METAL POST CABLE RAIL BALUSTERS @ 4" O.C. 2" SQ. METAL GUARDRAIL 1 1/2" DIA. METAL HANDRAIL 1 1/2" DIA. METAL HANDRAIL 1 1/2" DIA. METAL HANDRAIL 3' - 0" +/- 4" STEEL TUBING STEEL TUBING STEEL TUBE STRINGER AS PER DESIGN CRITERIA STEEL TUBE STRINGER AS PER DESIGN CRITERIA METAL DECKING WITH CONCRETE INFILL METAL PAN STAIR WITH CONCRETE INFILL PERFORATED STEEL PLATE RISER INFILL METAL PAN STAIR WITH CONCRETE INFILL METAL DECKING WITH CONCRETE INFILL CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A8.3 STAIR AND HANDRAIL DETAILS 21-003.C Approver 1 1/2" = 1'-0" 1 ENLARGED STAIR AND HANDRAIL DETAILS NO. DATE REMARKS TOP RAIL OPTIONS LEVEL 42" STANDARD GUARD RAILING STAIRS 42" STANDARD GUARD RAILING CABLE ATTACHMENT DETAIL STAINLESS STEEL HAND RAIL POST-TO-POST STAND ALONE HAND RAIL POST-TO-POST STAIR HAND RAIL CUT EXCESS THREAD. 1. REMOVE SACRIFICIAL NUT. 2. SCREW ON ACORN NUT. 3. 3/8"
LAG BOLT 3/8"
HINGED SCREW COVER STAINLESS WASHER STAINLESS HEX NUT STAINLESS ACORN NUT STAINLESS ACORN NUT SACRIFICIAL GRINDING NUT STAINLESS HEX NUT STAINLESS WASHER OUTSIDE POST FACE CABLE DECK MOUNT POST 5.0 ' MAINTAIN 5' MAX SPACING 3" TYP 3" 42" 2 1/4" 3 1/8" 2 3/8" 2 3/8" 3 1/8" 2 1/4" 2 3/8" 2 3/8" 3 1/2" 1 1/4" 6X ANCHOR MIN EDGE DISTANCE FINISH FLOOR X4 ANCHOR INTERMEDIATE POST TERMINAL POST METAL OR ALUMINUM POST STAINLESS FIELD THREADED TENSIONER STAINLESS FIELD THREADEDTENSIONER GUARD RAIL POST CABLE RAIL PLATES WITH BOLTS POST PLATE WITH BOLTS CABLE RAIL GUARD RAIL CABLE RAIL POST HANDRAIL GUARD RAIL POST CABLE RAIL POST POST CABLE RAIL PLATE WITH BOLTS GUARD RAIL TOP RAIL SNAP COVER RAIL END RAIL END FINISH FLOOR RAIL END NUTS POST NUTS HANDRAIL GUARD RAIL POST CABLE RAIL HANDRAIL CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A8.4 RAILING DETAILS 21-003.C Approver NO. DATE REMARKS ∅6 " SPHERE MUST NOT PASS 3 " 3 " 42" 36 "± 2" HANDRAIL HANDRAIL BRACKET METAL OR ALUMINUM POST CABLE RAIL 4" APART METAL OR ALUMINUM PLATE WITH 3/8" BOLTS SEE SLAB PLAN FOR SIZE AND REINFORCEMENT GUARD RAIL METAL OR ALUMINUM PLATE WITH 3/8" BOLTS METAL OR ALUMINUM POST HANDRAIL EXTENSION CABLE RAIL 4" APART METAL OR ALUMINUM POST HANDRAIL EXTENSION 12" GUARD RAIL METAL OR ALUMINUM POST CABLE RAIL 4" APART METAL OR ALUMINUM PLATE WITH 3/8" BOLTS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A8.5 RAILING DETAILS 21-003.C Approver NO. DATE REMARKS METAL COPING ASSEMBLY (INSTALLED PER MANUFACTURER'S/SMACNA GUIDELINES) WALL (PRIME MASONRY SURFACES) VERAL, PARAFOR 50 TG, PARAFOR 30 TG, OR PARADIENE 40 FR TG (TORCH TO PREPARED SURFACES AND FASTEN 9" O.C.) PARADIENE 30 FR (FULLY ADHERE, PREPARE GRANULE SURFACES) PARADIENE 20 SA (FULLY ADHERE TO PRIMED SUBSTRATE AND UNDERLYING PARADIENE 20) PARADIENE 20 (DRY ON CANT, FULLY ADHERE TO ROOF SURFACES) 24" max. PARABASE FS (MECHANICALLY ATTACH) SEE STRUCTURAL DRAWINGS FOR CONCRETE AND REINFORECEMENT METAL DECK PARADIENE 20, 20 SA OR 20 TS SA (FULLY ADHERE TO VERTICAL AND HORIZONTAL SURFACES AS SHOWN) NON - COMBUSTIBLE CANT VARIES SEALANT STRUCTURAL FRAMING CEMENT PLASTER FINISH 3/4" PLYWOOD SHEATHING SHEATHING VAPOR BARRIER INTERIOR EXTERIOR 0' - 5 1/2" 0' - 6 1/2" 6" STRUCTURAL STEEL STUD BATT INSULATION STRUCTUAL STEEL PLATE 5/8" DENSGOLD SHEATHING METAL ROOFING PANEL SYSTEM FLOATING CLIP ON 6" STEEL PLATE HIGH TEMP SELF-ADHERED MEMBRANE OR CLEAT THERMAL MOVEMENT CLEARANCE TAPE SEALANT OFFSET CLEAT PRE-FINISHED BOX GUTTER WITH DRIP EDGE RIGID INSULATION STRUCTURAL METAL DECKING STRUCTURAL FRAMING SEE STRUCTURAL DAWINGS FOR SIZE AND SPACING 6" STRUCTURAL STEEL STUDS BATT INSULATION 3/4" CEMENT PLASTER 5/8" DENSGOLD SHEATHING 3/4" PLYWOOD SHEATHING VAPOR BARRIER 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD METAL ROOFING PANEL SYSTEM NEOPRENE CLOSURE RIGID INSULATION STRUCTURAL METAL DECKING STRUCTURAL FRAMING. SEE STRUCTURAL FOR DETAILS, SPECS, AND SIZES. 6" STRUCTURAL STEEL STUDS METAL FLASHING CONTINUOUS CLEAT WOOD BLOCKING 3/4" PLYWOOD SHEATHING 5/8" DENSGOLD SHEATHING 3/4" CEMENT PLASTER 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A9.0 ROOF DETAILS 21-003.C Approver NO. DATE REMARKS 3" = 1'-0" 1 PARAPET DETAIL 1 1/2" = 1'-0" 3 TYPICAL EAVE WITH GUTTER 1 1/2" = 1'-0" 4 ROOF DETAIL CLAMPING RING PARADIENE 30 FR PARADIENE 20 LEAD FLASHING PARADIENE 20 PARADIENE 20 (fully adhere) LEAD FLASHING (4 lb., 30" X 30" prime and set in mastic) PARADIENE 20 (39" X 39", fully adhere lap a minimum of 4" beyond lead) MASTIC (set all roof layers in mastic 6" around drain perimeter) PARADIENE 30 FR STRAINER & CLAMPING RING ZIC LIGHTWEIGHT INSULATING CONCRETE SYSTEM (slope to drain) PARABASE FS (mechanically attach) PARABASE FS (mechanically attach) MASTIC (shaded area) SLOTTED METAL DECK 0' - 4" 2" CLAMPING RING PARADIENE 30 FR PARADIENE 20 LEAD FLASHING PARADIENE 20 ZIC LIGHTWEIGHT INSULATING CONCRETE SYSTEM (slope to drain) PARABASE FS (mechanically attach) MASTIC (shaded area) SLOTTED METAL DECK 0' - 4" 2" CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A9.1 ROOF DRAIN DETAIL 21-003.C Approver NO. DATE REMARKS 3" = 1'-0" 1 ROOF DRAIN DETAIL CABLE RAIL FOR EXTERIOR BALCONY BELOW 6"X3" AES TUBULAR STEEL BEAM (SEE STRUCTURAL DRAWINGS) 6"X3" AES TUBULAR STEEL BEAM (SEE STRUCTURAL DRAWINGS) 6"X3" AES TUBULAR STEEL BEAM (SEE STRUCTURAL DRAWINGS) 6"X3" AES TUBULAR STEEL BEAM (SEE STRUCTURAL DRAWINGS) 6"X3" AES TUBULAR STEEL BEAM (SEE STRUCTURAL DRAWINGS) AES 12" DIAMETER COLUMN (SEE STRUCTURAL DRAWINGS) PREMANUFACTURED AIRFOIL SUNSHADE SYSTEM BY C-S GROUP OR EQUAL AES 12" DIAMETER COLUMN (SEE STRUCTURAL DRAWINGS) PREMANUFACTURED AIRFOIL SUNSHADE SYSTEM BY C-S GROUP OR EQUAL AES 12" DIAMETER COLUMN (SEE STRUCTURAL DRAWINGS) PREMANUFACTURED AIRFOIL SUNSHADE SYSTEM BY C-S GROUP OR EQUAL 24" max. 5/8" MOLD AND MOISTURE RESISTANT GYPSUM WALL BOARD 6" STRUCTURAL STEEL STUDS (SEE STRUCTURAL DRAWINGS) BATT INSULATION 3/4" CEMENT PLASTER 5/8" DENSGOLD SHEATHING 3/4" PLYWOOD SHEATHING 6"X3" AES TUBULAR STEEL BEAM (SEE STRUCTURAL DRAWINGS) AES 12" DIAMETER COLUMN (SEE STRUCTURAL DRAWINGS) PREMANUFACTURED SUN SCREEN ASSEMBLY BY CS-GROUP OR EQUAL 8"X4" AES TUBULAR STEEL BEAM (SEE STRUCTURAL DRAWINGS) CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: admin@jaredian.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 02.14.2025 Author Checker NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI A9.2 AIRFLOW SUNSHADE DETAILS 21-003.C Approver 1/2" = 1'-0" 1 AIRFOIL SUNSHADE 1 1/2" = 1'-0" 2 AIRFLOIL SUNSHADE DETAIL NO. DATE REMARKS ABBREVIATIONS WHA WATER HAMMER ARRESTOR WEIGHT WASTE HORSEPOWER HOT WATER (DOMESTIC) HOT WATER RETURN HOT WATER REVERSE RETURN HOT WATER SUPPLY HWR HWRR HWS Hz HTG HP HW HERTZ HEATING WT W INSIDE DIMENSION INCHES KILOWATTS LEAVING AIR TEMPERATURE POUNDS LINEAR GRILLE LINEAR RETURN GRILLE LOOP WATER RETURN LOOP WATER SUPPLY MINIMUM MAXIMUM MANUAL DAMPER MOTOR OPERATED DAMPER MANUFACTURER NORMALLY CLOSED NATURAL GAS NORMALLY OPEN NOMINAL OUTSIDE AIR OUTSIDE DIMENSION OPPOSED BLADE DAMPER POWERED INDUCTION UNIT POUNDS PER SQUARE INCH RETURN AIR RADIUS RETURN AIR GRILLE REDUCER REFRIGERANT LIQUID REFRIGERANT SUCTION ROOFTOP UNIT RETURN AIR REGISTER STATIC PRESSURE STATIC PRESSURE SENSOR SUPPLY AIR SANITARY SMOKE DAMPER SENSIBLE SQUARE SUPPLY REGISTER STORM SPLIT SYSTEM TEMPERATURE TRANSFER GRILLE TYPICAL UNLESS OTHERWISE NOTED VENT VALVE VENT THRU ROOF VARIABLE AIR VOLUME WET BULB WATER COLUMN NON-FREEZE WALL HYDRANT MOD ENTERING WATER TEMPERATURE FLOOR CLEANOUT FAN COIL UNIT FIRE/SMOKE DAMPER FIRE DAMPER OR FLOOR DRAIN FLOOR DRAIN (only) FLAT ON BOTTOM FUEL OIL RETURN FUEL OIL SUPPLY FLAT ON TOP FEET PER MINUTE FEET PER SECOND GALLONS PER MINUTE GRADE CLEANOUT FOS GCO HD GPM GA GL HUB DRAIN GAUGE GLOBE FT G FOT FPM FPS FEET GATE FCU FOB FOR FLR FSD FL DR FD FLOOR FCO F EWT EXH EFF FAHRENHEIT EXHAUST EFFICIENCY TG wb WC VA VTR VAV UON V TYP SQ TEMP SR ST SS SAN SD SEN SP SPS SA CUBIC FEET PER MINUTE CURVED BLADE CEILING REGISTER CEILING DIFFUSER CONDENSING UNIT COLD WATER (DOMESTIC) CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN CONDENSATE ENTERING AIR TEMPERATURE EXHAUST FAN EXHAUST REGISTER EXTERNAL STATIC PRESSURE EMERGENCY OVERFLOW DRAIN db DRY BULB EF ESP EOD ER ECC EA EAT ECCENTRIC EACH dB DWG DN DR do DECIBELS DRAWING DOWN DRAIN DITTO CWS COND CWR CON CO CONCENTRIC CLEANOUT CU CHWS CHWR CW CFM CBCR CD RS RTU RAR RAG RED RL RA RAD PIU PSI NO OA OD OBD NOM NC NG NFWH MFR ABOVE CEILING ACCESS DOOR ABOVE FINISHED FLOOR AIR CONDITIONING AIR HANDLING UNIT BACKDRAFT DAMPER BELOW FLOOR BELOW GRADE BRAKE HORSEPOWER BASE CLEANOUT AFF BHP BCO B/F B/G B'FLY BUTTERFLY AUTOMATIC BAL BDD AUTO AHU AC BALANCING ADJUSTABLE A/C AD ADJ LWR MIN MAX MD LWS LAT LB LG LRG KW ID IN ARCHITECTURAL LINEAR SLOT DIFFUSER ALSD ARCHITECTURAL LINEAR RETURN SLOT ALRS ARCHITECTURAL LINEAR EXHAUST SLOT ALES LEGEND H T N M CEILING RETURN AIR GRILLE SIDE-WALL or DUCT MOUNTED SLOT DIFFUSER REGISTER THERMOSTAT HUMIDISTAT FIRE DAMPER TRANSITION MANUAL VOLUME DAMPER CEILING DIFFUSER or EXHAUST GRILLE NIGHT SET-BACK NEW WORK EXISTING WORK MOTOR OPERATED DAMPER WORK TO BE REMOVED CO CO2 SENSOR J ELECTRICAL J-BOX ACCESS PANEL SPLIT VRF DEDICATED OUTDOOR AIR SYSTEM SCHEDULE FAN SECTION COIL SECTION I.D. SUPPLY EXT. S.P. MOTOR MINIMUM TOTAL MINIMUM SENSIBLE COIL EAT COIL LAT HEATING (2) OUTDOOR UNIT BASIS OF DESIGN VOLTS/ MCA MOCP APPROX. UNIT REMARKS TAG AIRFLOW (CFM) (IN. W.C.) (1) H.P. CAPACITY (BTUH) CAPACITY (BTUH) °F db °F wb °F db °F wb TYPE CAPACITY STAGES PHASE WEIGHT (LBS.) DOAS-1 1,000 0.75 92.8 79.6 50.6 50.6 ELEC SCR 95.0 DAIKIN DPSC10B 208/3 2,100 (3) (1) THIS IS THE S.P. EXTERNAL TO THE ENTIRE UNIT ASSEMBLY (WET COIL, CASING, CLEAN FILTERS, AND FURNACE LOSSES ARE NOT INCLUDED IN THIS EXTERNAL S.P.). (2) OUTPUT CAPACITY IN BTUH FOR GAS HEAT OR KW FOR ELECTRIC HEAT (3) UNIT INSTALLED AT GRADE WITH HORIZONTAL SUPPLY DISCHARGE. SUPPLY FAN SHALL BE PROVIDED WITH VFD. PROVIDE THE FOLLOWING ACCESSORIES: CIRCUIT BREAKER, MOTOR STARTER, MODULATING HOT GAS REHEAT DEHUMIDIFICATION, HOT GAS BYPASS ON ALL CIRCUITS, METAL MESH PRE-FILTER & 2" PLEATED MERV-8 FILTERS. FAN SCHEDULE I.D. CAPACITY S.P. MOTOR DRIVE MAX. FAN MAX. VOLTS/ TYPE OF FAN WEIGHT BASIS OF DESIGN REMARKS TAG (CFM) (IN. W.G.) H.P. RPM NOISE PHASE (LBS). TEF-1 650 D 120/1 ROOF CENTRIFUGAL GREENHECK G (1) (2) EF-A 200 0.250 49 W D 931 1.5 SONES 120/1 INLINE CABINET 25 GREENHECK CSP-A250 (3) (1) ROOF MOUNTED FAN. PROVIDE WITH 12" HIGH ROOF CURB, BIRD SCREEN, PREMIUM EFFICIENCY MOTOR, AND GRAVITY BACKDRAFT DAMPER. (2) FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. INTERLOCK TO TIMER AS NEEDED. (3) FAN SUSPENDED FROM STRUCTURE, PROVIDE WITH SPEED CONTROLLER, BACKDRAFT DAMPER, DISCONNECT, VIBRATION ISOLATION AND WALL MOUNTED LINE VOLTAGE THERMOSTAT. VRF CONDENSING UNIT SCHEDULE COOLING CAPACITY HEATING CAPACITY I.D. BTU/H AMBIENT BTU/H AMBIENT VOLTS/ BASIS OF DESIGN REMARKS TAG TEMP (°F DB) TEMP (°F DB) PHASE VRF-1 95 50 208/3 DAIKIN RXYQ---AATJA (1) VRF-2 95 50 208/3 DAIKIN RXYQ---AATJA (1) (1) ACCEPTABLE ALTERNATE VRF MANUFACTURERS: MITSUBISHI, CARRIER AND HITACHI. VRF INDOOR UNIT SCHEDULE FAN COIL UNIT DATA I.D. NOMINAL COOLING NOMINAL HEATING AIRFLOW EXT. S.P. OUTSIDE COIL EAT VOLTS/ TYPE OF UNIT OUTDOOR BASIS OF DESIGN REMARKS TAG CAPACITY (BTUH) CAPACITY (BTUH) (CFM) (IN. W.C.) (1) AIR (CFM) °F db °F wb PHASE UNIT FCU-1 0.5 208/1 MULTI POSITION VRF-1 DAIKIN FXTQ--TAVJUA (3) FCU-2 0.5 208/1 MULTI POSITION VRF-1 DAIKIN FXTQ--TAVJUA (3) FCU-3 0.5 208/1 MULTI POSITION VRF-1 DAIKIN FXTQ--TAVJUA (3) FCU-4 0.5 208/1 MULTI POSITION VRF-1 DAIKIN FXTQ--TAVJUA (3) FCU-5 0.5 208/1 MULTI POSITION VRF-1 DAIKIN FXTQ--TAVJUA (3) FCU-6 0.5 208/1 MULTI POSITION VRF-1 DAIKIN FXTQ--TAVJUA (3) FCU-7 0.5 208/1 MULTI POSITION VRF-1 DAIKIN FXTQ--TAVJUA (3) FCU-8 0.5 208/1 MULTI POSITION VRF-1 DAIKIN FXTQ--TAVJUA (3) FCU-9 0.5 208/1 MULTI POSITION VRF-1 DAIKIN FXTQ--TAVJUA (3) FCU-10 0.5 208/1 MULTI POSITION VRF-1 DAIKIN FXTQ--TAVJUA (3) FCU-11 0.5 208/1 MULTI POSITION VRF-1 DAIKIN FXTQ--TAVJUA (3) (1) THIS IS THE S.P. EXTERNAL TO THE ENTIRE FAN COIL UNIT ASSEMBLY (WET COIL, CASING, CLEAN FILTERS, AND FURNACE LOSSES ARE NOT INCLUDED IN THIS EXT. S.P.). (2) RATINGS BASED ON AHRI STANDARDS 210 / 240. (3) PROVIDE THE FOLLOWING ACCESSORIES FOR THE FAN COIL UNIT: VIBRATION ISOLATORS, CONDENSATE PUMP (DIVERSITECH MODEL CVMINI OR APPROVED EQUAL), AND PROGRAMMABLE ELECTRONIC THERMOSTAT. CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 01/10/2025 W. CASAL E. CURTIS NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI M0.0 MECHANICAL LEGENDS, ABBREVIATIONS & SCHEDULES 2022.022.00 J. CLARK NO. DATE REMARKS 01/10/2025 90% Progress Set SUPPLY DUCT AIRFLOW 8' - 0" MAX AIR DISTRIBUTION DEVICE METAL CLAMPS CONICAL OR 45 ENTRY AIR-TITE FITTING WITH MANUAL DAMPER. FASTEN AND SEAL PER SMACNA STANDARDS SHEETMETAL DUCT RUN-OUT TO MATCH SIZE OF FLEX DUCT FLEX DUCT -SIZE TO MATCH NECK SIZE INSULATED SOUND ATTENUATING DUCT; TITUS FLEXABOOT OR APPROVED EQUAL CEILING HANGER STRAPS TO STRUCTURE TURN OPENING AWAY FROM NEAREST PIECE OF EQUIPMENT 24"X24" LAY-IN RETURN AIR GRILLE WITH 16" ROUND NECK NOTES: INSTALLATION SHALL SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SHALL MAINTAIN THE MANUFACTURER'S UL LISTING. UL APPROVED DUCT BREAKAWAY CONNECTION (TYP) ANGLE FRAMES ALL AROUND. SECURE TO SLEEVE, NOT TO FLOOR OR WALL. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS DUCTWORK (IF APPLICABLE) PROVIDE MOUNTING AND EXPANSION CLEARANCES PER MANUFACTURER'S RECOMMENDATIONS. 1" MINIMUM OVERLAP ALL AROUND. DUCTWORK (IF APPLICABLE) PROVIDE ANGLE FRAMES ON BOTH SIDES OF THE WALL/FLOOR IF REQUIRED BY THE MANUFACTURER FINISHED FLOOR OR WALL. ACCESS DOOR (IF APPLICABLE) S LINED RETURN AIR DUCT MANUAL BALANCING DAMPER. ADJUST TO BALANCE RETURN AIR. INSULATED SHEETMETAL OUTSIDE AIR DUCT. SEE PLANS FOR SIZE. ROUTE DRAIN TO CONDENSATE DRAIN IN MECHANICAL ROOM. CONDENSATE PUMP - LITTLE GIANT MODEL VCC-20-P OR EQUAL. INSTALL OVER AUXILIARY DRAIN PAN. OUTSIDE AIR MOTOR-OPERATED DAMPER TO BE NORMALLY CLOSED AND SHALL OPEN WHEN AHU ENERGIZES. DAMPER TO BE LOCATED AS CLOSE TO INTAKE BRANCH AS POSSIBLE. BALANCE TO SCHEDULED OUTSIDE AIR FLOW RATE. RUBBER-IN-SHEAR VIBRATION ISOLATORS FLEX DUCT SA 2" DEEP GALVANIZED OVERFLOW PAN 6" LARGER THAN UNIT IN ALL DIRECTIONS. CONDENSATE DRAIN OPEN TRAP VENT. EXTEND 6" ABOVE COIL SECTION HOUSING. CONDENSATE TRAP FAN SECTION COIL SECTIO N FILTER SECTION. PROVIDE ACCESS. REFRIGERANT LINES (RS&RL) HANGER RODS SECURED TO STRUCTURE OA RA NOTE: MOUNT UNIT AS HIGH AS POSSIBLE. FLOAT SWITCH FOR EMERGENCY SHUT DOWN UPON DETECTION OF WATER IN DRAIN PAN OF UNIT M HEIGHT SHALL BE EQUAL TO NEGATIVE STATIC PRESSURE PLUS 1". NOTE 1: UNIT CASING PIPE FULL SIZE OF UNIT DRAIN CONNECTION. CAPS NOTE 1 DIRECT-DRIVE MOUNTED CENTRIFUGAL EXHAUST FAN BIRDSCREEN GRAVITY BACKDRAFT DAMPER FLASH CURB WATERTIGHT TO ROOF STRUCTURE ROOF FLEX CONNECTION TRANSITION TO DUCT SIZE INDICATED ON PLANS ROOF CURB MIN. 12" HIGH; SHALL BE SELECTED TO MATCH ROOF PITCH SUCH THAT FAN IS LEVEL. SECURE FAN AND DUCT WITH SHEET METAL SCREWS NOT OVER 6" O.C. FOR TIGHT JOINTS AND RIGID INSULATION. PROVIDE BURGLAR BARS CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 01/10/2025 W. CASAL E. CURTIS NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI M0.1 MECHANICAL DETAILS 2022.022.00 J. CLARK NO. DATE REMARKS 01/10/2025 90% Progress Set 12" = 1'-0" M0.1 1 DIFFUSER CONNECTION DETAIL 12" = 1'-0" M0.1 2 CEILING RETURN AIR BOOT DETAIL NOT TO SCALE M0.1 3 FIRE DAMPER DETAIL 12" = 1'-0" M0.1 4 HORIZONTAL INDOOR UNIT DETAIL 12" = 1'-0" M0.1 5 CONDENSATE DRAIN TRAP DETAIL NOT TO SCALE M0.1 6 ROOF MOUNTED FAN DETAIL 4 3 2 1 D C B A A1 A2 A3 A4 A5 A6 R2 R1 A7 A8 A9 B6 B9 5 C5 7 E VRF-1 VRF-2 MECHANICAL ROOM 108 EXIT STAIR 109 ENTRY STAIR 102 MACHINE ROOM 104 ELEV. 103 CISTERN 106 LOBBY 101 PUMP RM. 105 LEASED AREA 107 FCU-12 FCU-13 DOAS-1 EXHAUST LOUVER WITH MIN. 1.0 SF FREE AREA EF-1 INTAKE LOUVER WITH MIN. 1.0 SF FREE AREA MOD EXHAUST LOUVER WITH MIN. 1.0 SF FREE AREA INTAKE LOUVER WITH MIN. 3.0 SF FREE AREA MOD EF-2 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 01/10/2025 W. CASAL E. CURTIS NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI M1.1 MECHANICAL FLOOR PLAN - LEVEL 1 2022.022.00 J. CLARK NO. DATE REMARKS 01/10/2025 90% Progress Set 1/8" = 1'-0" M1.1 1 LEVEL 1 - MECHANICAL PLAN 4 3 2 1 D C B A A1 A2 A3 A4 A5 A6 R2 R1 A7 A8 A9 B6 B9 5 C5 7 E 18"x12" 14"x12" 10"ø 10"x12" 14"x10" 10"x10" 10"x10" 12"x10" 10"x10" 14"x10" 8"x10" 16"x10" 8"ø CD 160 CFM TYP. 2 6"ø CD 90 CFM 6"ø CD 80 CFM 6"ø CD 90 CFM 6"ø CD 80 CFM TYP. 2 6"ø CD 50 CFM 6"ø CD 100 CFM 6"ø CD 50 CFM 6"ø CD 100 CFM 6"ø CD 115 CFM 6"ø CD 115 CFM 6"ø CD 80 CFM TYP. 3 8"ø CD 220 CFM 6"ø CD 60 CFM 6"ø CD 120 CFM 6"ø CD 130 CFM 6"ø CD 80 CFM 6"ø CD 80 CFM 6"ø CD 40 CFM 6"ø CD 80 CFM 6"ø CD 80 CFM 6"ø CD 100 CFM 6"ø CD 80 CFM 6"ø CD 80 CFM 6"ø CD 40 CFM 6"ø CD 100 CFM 6"ø CD 80 CFM TYP. 2 TYP. 3 10"x10" 16"x10" 12"x10" 6"x10" 8"x10" 16"x14" 12"x14" 12"x10" 8"x10" 6"ø 8"x10" 8"ø 10"x8" 6"x8" 4', 8"ø SD 165 CFM 4', 8"ø SD 165 CFM 4', 6"ø SD 50 CFM 4', 8"ø SD 200 CFM 4', 8"ø SD 155 CFM, TYP. OF 9 4', 8"ø SD 200 CFM 4', 8"ø SD 140 CFM 4', 8"ø SD 145 CFM 4', 8"ø SD 135 CFM 4', 6"ø SD 60 CFM 4', 8"ø SD 190 CFM 4', 8"ø SD 180 CFM 4', 6"ø SD 80 CFM 4', 6"ø SD 120 CFM 4', 6"ø SD 90 CFM 4', 8"ø SD 175 CFM 4', 8"ø SD 195 CFM 4', 8"ø SD 175 CFM 4', 8"ø SD 170 CFM 4', 8"ø SD 160 CFM 4', 8"ø SD 160 CFM 4', 6"ø SD 120 CFM 4', 8"ø SD 190 CFM 4', 8"ø SD 180 CFM 4', 8"ø SD 225 CFM FCU-1 FCU-2 FCU-3 FCU-4 FCU-9 FCU-11 FCU-10 FCU-8 FCU-6 FCU-5 12"x10" FCU-7 4', 8"ø SD 140 CFM 4', 8"ø SD 160 CFM 4', 8"ø SD 225 CFM 4', 8"ø SD 130 CFM 16"x10" 10"x10" 10"x10" LOBBY 201 ELECTRICAL ROOM 213 OFFICE 222 SR. ACCOUNTANT 239 FEMALE RESTROOM 215 SR. COMPLIANCE OFFICER 240 MANAGING DIR. EDC 241 CHIEF FINANCIAL OFFICER 237 BUDGET AND FINANCIAL ANALYST 238 MARKETING STORAGE 249 DIR. PHYSICAL PLANT 248 EXEC. ASSISTANT TO THE CEO 207 ASSISTANT CEO 204 BOARD ROOM 203 BATHROOM 206 CHIEF EXECUTIVE OFFICER 205 MANAGING DIR. EDB 228 MANAGING DIR. EZC 229 DIR. HUMAN RESOURCES 221 GENERAL COUNSEL 220 PRINTER/ STORAGE 247 MANAGING DIR. MARKETING 208 STAIRS 200 MARKETING CUBICLE 210 MARKETING CUBICLE 211 SPARE CUBICLE 224 SPARE CUBICLE 223 ENTERPRISE CUBICLE 227 SPARE CUBICLE 225 FINANCE CUBICLE 235 EDB CUBICLE 232 EDB CUBICLE 230 EDB CUBICLE 231 FINANCE CUBICLE 236 FINANCE CUBICLE 233 FINANCE CUBICLE 234 APPLICATION CUBICLE 246 APPLICATION CUBICLE 242 APPLICATION CUBICLE 243 APPLICATION CUBICLE 245 APPLICATION CUBICLE 244 STAIRWELL 251 MALE RESTROOM 216 SPARE OFFICE 212 FILE ROOM 209 ENTERPRISE CUBICLE 226 CONFERENCE ROOM 214 SERVER ROOM 250 CORRIDOR 252 APPLICATION AND COMPLIANCE DEPT. 253 ENTERPRISE DEPT. 254 EDB DEPT. 255 FINANCIAL DEPT. 256 BREAK ROOM 217 KITCHEN 218 BOARD LIASION 219 RECEPTIONIST 202 CORRIDOR 257 16"x12" 6"ø 14"x14" 14"x10" 6"ø 10"x10" 8"ø 6"ø 10"ø 6"ø 6"ø 6"ø 6"ø 8"ø OA DN 6"ø 6"ø 8"ø EX UP 6" EG 75 CFM 6" EG 75 CFM CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 01/10/2025 W. CASAL E. CURTIS NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI M1.2 MECHANICAL FLOOR PLAN - LEVEL 2 2022.022.00 J. CLARK NO. DATE REMARKS 01/10/2025 90% Progress Set 1/8" = 1'-0" M1.2 1 LEVEL 2 - MECHANICAL PLAN 4 3 2 1 D C B A A1 A2 A3 A4 A5 A6 R2 R1 A7 A8 A9 B6 B9 5 C5 7 E TEF-1 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 01/10/2025 W. CASAL E. CURTIS NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI M1.3 MECHANICAL ROOF PLAN 2022.022.00 J. CLARK NO. DATE REMARKS 01/10/2025 90% Progress Set 1/8" = 1'-0" M1.3 1 ROOF LEVEL - MECHANICAL PLAN ABBREVIATIONS WHA WATER HAMMER ARRESTOR WEIGHT WASTE HORSEPOWER HOT WATER (DOMESTIC) HOT WATER RETURN HOT WATER REVERSE RETURN HOT WATER SUPPLY HWR HWRR HWS Hz HTG HP HW HERTZ HEATING WT W INSIDE DIMENSION INCHES KILOWATTS LEAVING AIR TEMPERATURE POUNDS LINEAR GRILLE LINEAR RETURN GRILLE LOOP WATER RETURN LOOP WATER SUPPLY MINIMUM MAXIMUM MANUAL DAMPER MOTOR OPERATED DAMPER MANUFACTURER NORMALLY CLOSED NATURAL GAS NORMALLY OPEN NOMINAL OUTSIDE AIR OUTSIDE DIMENSION OPPOSED BLADE DAMPER POWERED INDUCTION UNIT POUNDS PER SQUARE INCH RETURN AIR RADIUS RETURN AIR GRILLE REDUCER REFRIGERANT LIQUID REFRIGERANT SUCTION ROOFTOP UNIT RETURN AIR REGISTER STATIC PRESSURE STATIC PRESSURE SENSOR SUPPLY AIR SANITARY SMOKE DAMPER SENSIBLE SQUARE SUPPLY REGISTER STORM SPLIT SYSTEM TEMPERATURE TRANSFER GRILLE TYPICAL UNLESS OTHERWISE NOTED VENT VALVE VENT THRU ROOF VARIABLE AIR VOLUME WET BULB WATER COLUMN NON-FREEZE WALL HYDRANT MOD ENTERING WATER TEMPERATURE FLOOR CLEANOUT FAN COIL UNIT FIRE/SMOKE DAMPER FIRE DAMPER OR FLOOR DRAIN FLOOR DRAIN (only) FLAT ON BOTTOM FUEL OIL RETURN FUEL OIL SUPPLY FLAT ON TOP FEET PER MINUTE FEET PER SECOND GALLONS PER MINUTE GRADE CLEANOUT FOS GCO HD GPM GA GL HUB DRAIN GAUGE GLOBE FT G FOT FPM FPS FEET GATE FCU FOB FOR FLR FSD FL DR FD FLOOR FCO F EWT EXH EFF FAHRENHEIT EXHAUST EFFICIENCY TG wb WC VA VTR VAV UON V TYP SQ TEMP SR ST SS SAN SD SEN SP SPS SA CUBIC FEET PER MINUTE CURVED BLADE CEILING REGISTER CEILING DIFFUSER CONDENSING UNIT COLD WATER (DOMESTIC) CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN CONDENSATE ENTERING AIR TEMPERATURE EXHAUST FAN EXHAUST REGISTER EXTERNAL STATIC PRESSURE EMERGENCY OVERFLOW DRAIN db DRY BULB EF ESP EOD ER ECC EA EAT ECCENTRIC EACH dB DWG DN DR do DECIBELS DRAWING DOWN DRAIN DITTO CWS COND CWR CON CO CONCENTRIC CLEANOUT CU CHWS CHWR CW CFM CBCR CD RS RTU RAR RAG RED RL RA RAD PIU PSI NO OA OD OBD NOM NC NG NFWH MFR ABOVE CEILING ACCESS DOOR ABOVE FINISHED FLOOR AIR CONDITIONING AIR HANDLING UNIT BACKDRAFT DAMPER BELOW FLOOR BELOW GRADE BRAKE HORSEPOWER BASE CLEANOUT AFF BHP BCO B/F B/G B'FLY BUTTERFLY AUTOMATIC BAL BDD AUTO AHU AC BALANCING ADJUSTABLE A/C AD ADJ LWR MIN MAX MD LWS LAT LB LG LRG KW ID IN PLUMBING LEGEND COLD WATER HOT WATER HOT WATER RECIRCULATION VENT SANITARY WASTE GAS WORK TO BE REMOVED FLOOR DRAIN HOSE BIBB FLOOR CLEAN-OUT WALL CLEAN-OUT GATE VALVE BALL VALVE PLUMBING FIXTURE SCHEDULE TAG DESCRIPTION WASTE VENT CW HW FLOW BASIS OF DESIGN P-1 WATER CLOSET 3" 2" 1" - 1.28 GPF SLOAN MODEL WETS-2450.1401-CO, OR EQUAL, WATER CLOSET & FLUSHOMETER COMBO. WATER CLOSET SHALL BE WALL HUNG, VITREOUS CHINA, WITH ELONGATED BOWL AND OFFSET EMBODIED CARBON. FLUSH VALVE SHALL BE SENSOR ACTIVATED, BATTERY POWERED. PROVIDE WITH BATTERIES AND SEAT. HANDICAP FIXTURES SHALL BE MOUNTED IN COMPLIANCE WITH ADA REQUIREMENTS. P-2A LAVATORY 2" 1-1/2" 1/2" 1/2" 0.35 GPM JUST MANUFACTURING COMPANY MODEL UCIR-16 UNDERMOUNT CIRCULAR LAVATORY WITH SLOAN MODEL EAF-350-BAT-ISM- GR-0.35GPM AUTOMATIC FAUCET AND SLOAN MODEL ESD-600-GR SOAP DISPENSER. SINK SHALL BE 18 GAUGE, TYPE 304 STAINLESS STEEL. FAUCET SHALL BE BATTERY POWERED, ELECTRONIC FAUCET WITH 0.35 GPM AERATOR, GRAPHITE FINISH, BATTERIES, MIXING VALVE, CHROME-PLATED TAILPIECES, CHROME GRID STRAINER, P-TRAP, SUPPLY STOPS AND ALL OTHER TRIM. FIXTURES SHALL BE MOUNTED IN COMPLIANCE WITH ADA REQUIREMENTS. SOAP DISPENSER SHALL BE BATTERY POWERED, GRAPHITE FINISH, SENSOR ACTIVATED, WITH TWO BOTTLES OF 1,500 mL SOAP. P-2B LAVATORY 2" 1-1/2" 1/2" 1/2" 0.35 GPM SLOAN MODEL SS-3003-CO WALL HUNG LAVATORY WITH SLOAN MODEL EAF-350-BAT-ISM-CP-0.35GPM AUTOMATIC FAUCET AND SLOAN MODEL ESD-600-CP SOAP DISPENSER. SINK SHALL BE VITREOUS CHINA, WALL HUNG, WITH CONCEALED CARRIER AND ANCHORING SCREWS, OFFSET EMBODIED CARBON, AND 1-1/4" DRAIN. COORDINATE FAUCET HOLES WITH FAUCET. FAUCET SHALL BE BATTERY POWERED, ELECTRONIC FAUCET WITH 0.35 GPM AERATOR, FOUR AA BATTERIES, MIXING VALVE, CHROME-PLATED TAILPIECES, CHROME GRID STRAINER, PTRAP, SUPPLY STOPS AND ALL OTHER TRIM. FIXTURES SHALL BE MOUNTED IN COMPLIANCE WITH ADA REQUIREMENTS. SOAP DISPENSER SHALL BE BATTERY POWERED, CHROME FINISH, SENSOR ACTIVATED, WITH TWO BOTTLES OF 1,500 mL SOAP. P-4 KITCHEN SINK 2" 1-1/2" 1/2" 1/2" 1.5 GPM JUST MANUFACTURING COMPANY MODEL USN-1824-A UNDERMOUNT SINK WITH DELTA MODEL 4159-BL-DST KITCHEN FAUCET. SINK SHALL BE 18 GAUGE, TYPE 304 STAINLESS STEEL. FAUCET SHALL BE INCLUDE RP61607 1.5 GPM HOSE ADAPTOR, SINGLE HANDLE DECK MOUNT, MATTE BLACK FINISH, 2-FUNCTION PULL-OUT SPRAYER. COORDINATE HOLE PUNCHING WITH FAUCET. FIXTURES SHALL BE MOUNTED IN COMPLIANCE WITH ADA REQUIREMENTS. COORDINATE ESCUTCHEON, FINISH, AND SOAP DISPENSER REQUIREMENTS WITH ARCHITECT. TP TRAP PRIMER - - 1/2" - - PRECISION PLUMBING PRODUCTS INC., P1-500 PRIME RITE MACHINED BRASS BODY, INLET 1/2" MALE NPT FITTING, OUTLET 1/2" FEMALE NPT. INSTALL IN AN ACCESSIBLE AREA WITH STAINLESS STEEL ACCESS DOOR. COMPLETE WITH A BALL VALVE BEFORE TRAP PRIMER. DISTRIBUTION UNITS AS REQUIRED. FD FLOOR DRAIN (2) 2" (1) - - FLOOR DRAINS IN MECHANICAL ROOMS AND UNFINISHED CONCRETE FLOORS SHALL BE JR SMITH 2131 SERIES WITH ROUND 11-3/4" CAST IRON GRATE, SEDIMENT BUCKET AND DEEP-SEAL P-TRAP; OR EQUAL PRODUCTS BY JOSAM OR ZURN. PROVIDE VANDALPROOF SECURED TOPS. (1) PROVIDE WITH 1/2" AUTOMATIC TRAP PRIMERS (2) REFER TO PLANS FOR CONNECTION SIZE. PUMP SCHEDULE I.D. FLUID TYPE OF FLOW HEAD MAX. MAX. MOTOR VOLTS/ MINIMUM BASIS OF DESIGN REMARKS TAG PUMP (GPM) (FT.) NPSHR (FT.) RPM H.P. PHASE EFFICIENCY (%) BP-1 WATER WELL PUMP 20 70 - - 1 120/1 - GRUNDFOS JP PS 16 10 187 (4) HWRP-1 WATER RECIRC. 5 20 - - 1/12 120/1 - B&G SERIES PL (1) SP-1 WATER SUMP 50 20 - 3,400 1/2 120/1 - B&G 1EC05 (2) (3) (1) PROVIDE WITH STARTER, DISCONNECT, TIMER AND AQUASTAT. (2) PROVIDE STARTER/DISCONNECT/CONTROLLER WITH SINGLE POINT POWER CONNECTION. COORD. W/ DIV 26. (3) SEE DETAIL 4/P0.00. PROVIDE WITH ALARM PANEL, FLOAT SWITCHES, OIL DETECTION SYSTEM, ETC. FOR A COMPLETE SUMP PUMP PACKAGE. ALARM PANEL SHALL BE TIED IN TO BUILDING EMS FOR MONITORING. PANEL SHALL BE POWERED INDEPENDENTLY FROM PUMPS. ALARM PANEL SHALL INCLUDE BUILT-IN AUDIBLE & VISUAL ALARM WHEN PUMP DOES NOT RUN DUE TO OIL IN PIT OR HIGH LIQUID CONDITION. COORD. W/ DIV. 26. (4) SELF-PRIMING, BASE-MOUNTED WELL PUMP WITH INTEGRAL PRESSURE SWITCH. PROVIDE WITH BLADDER TYPE PRESSURE TANK. ELECTRIC WATER HEATER SCHEDULE I.D. TYPE OF TANK CAPACITY RECOVERY @ POWER VOLTS/ BASIS OF DESIGN REMARKS TAG WATER HEATER (GALLONS) 80°F (GPH) INPUT (KW) PHASE WH-1 ELEC TANK 20 63 3.0 208/3 A.O. SMITH DEL (1) (1) PROVIDE EXPANSION TANK ON CW INLET; WATTS SERIES PLT OR EQUAL SIZED PER MANUFACTURER'S RECOMMENDATIONS. CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 01/10/2025 W. CASAL E. CURTIS NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI P0.0 PLUMBING LEGENDS, ABBREVIATIONS & SCHEDULES 2022.022.00 J. CLARK NO. DATE REMARKS 01/10/2025 90% Progress Set FILTER SYSTEM WITH SEDIMENT FILTER, CARBON FILTER AND UV CHAMBER. SYSTEM SHALL HAVE MINIMUM 20 GPM STANDARD FLOW. 2" CW SUPPLY TO BUILDING 2" FILTER BYPASS PIPING WITH ISOLATION VALVE 2" FEED PIPE FROM CISTERN BOOSTER PUMP BP-1 UNION, TYP. ISOLATION VALVE, TYP. PRESSURE GAUGE 50 GALLON PRE-CHARGED PRESSURE TANK DRAIN VALVE 2" WATER SERVICE PIPE FROM SITE UTILITY, SEE DETAIL X/P001 NOTE: SET MOUNTING HEIGHT AS HIGH AS POSSIBLE. NOTE: SHELF SHALL BE CONSTRUCTED TO SUPPORT THE WATER HEATER CAPACITY INDICATED. SEE FLOOR PLANS FOR LOCATION. DRAIN VALVE SET THERMOSTAT AT 140 F GATE VALVE (TYP.) UNION (TYP.) CW SUPPLY HW SUPPLY CHECK VALVE (TYP.) VACUUM RELIEF VALVE TO BE WATTS MODEL N36, OR EQUAL (ANSI Z21.22 COMPLIANT). INSTALL PER MANUFACTURERS INSTRUCTIONS. INSTALL OVER DRAIN PAN. RELIEF VALVE TO BE INSTALLED AT 6 INCHES ABOVE TOP OF TANK. WATTS SERIES DETA EXPANSION TANK, OR EQUAL. SIZE PER MANUFACTURERS GUIDELINES BASED ON WATER HEATER TANK STORAGE CAPACITY. ROUTE 1" DRAIN LINE TO DISCHARGE INDIRECTLY TO HUB DRAIN UNDER BREAK ROOM SINK 2 1/2" DEEP GALVANIZED STEEL (24 GAUGE MIN.) DRIP PAN WITH ALL SEAMS SOLDERED WATERTIGHT RELIEF VALVE DISCHARGE PIPED FULL SIZE TO DISCHARGE INDIRECTLY TO HUB DRAIN UNDER BREAK ROOM SINK ASME PRESSURE & TEMPERATURE RELIEF VALVE 1/2" THREADED ROD SECURED TO STRUCTURE ABOVE SHELF AND BRACKETS SHALL BE OF WELDED STEEL CONSTRUCTION INSTALL AN AUTOMATIC AIR VENT IN HIGH POINT OF HOT WATER RECIRC LOOP. ROUTE DISCHARGE TO NEAREST FLOOR DRAIN, HUB DRAIN, OR WATER HEATER DRAIN PAN. DRAIN VALVE WATTS LFWDS AUTOMATIC SHUT-OFF VALVE CONNECTED TO LEAK DETECTOR IN DRAIN PAIN. 1/2" BY PASS HWRP-1 (NORMALLY CLOSED) AQUASTAT HWR HWR BALANCING VALVE PIPE SLEEVE WATER SERVICE PRESSURE RELIEF VALVE SET AT 80 PSI PRESSURE GAUGE (TYP) HOSE END DRAIN VALVE CHECK VALVE GATE VALVE (TYP) RELIEF VALVE DISCHARGE PIPED FULL SIZE AND TURNED DOWN 6" ABOVE FLOOR DRAIN FINISHED FLOOR GRADE UNION (TYP) STRAINER PRESSURE REDUCING STATION REFER TO 2/P701 ELEVATOR PIT BOTTOM ELEVATOR HOIST WAY FLOAT SWITCH ELEVATOR HOIST WAY BY OTHERS BY OTHERS CONCRETE SUMP PIT CHECK VALVE SUMP PUMP BALL VALVE DISCHARGE PIPE TO OIL INTERCEPTOR OR FLOOR DRAIN FLOOR DRAIN W/SEDIMENT BUCKET FINISHED FLOOR NON-SHRINK GROUT "P" TRAP SEE PLANS FOR SIZES PRECAST NON-SHRINK GROUT ASSE 1072 COMPLIANT TRAP GUARD CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 01/10/2025 W. CASAL E. CURTIS NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI P0.1 PLUMBING DETAILS 2022.022.00 J. CLARK NO. DATE REMARKS 01/10/2025 90% Progress Set 3/8" = 1'-0" P0.1 2 BOOSTER PUMP AND FILTER DETAIL 12" = 1'-0" P0.1 3 WATER HEATER DETAIL NOT TO SCALE P0.1 1 WATER ENTRANCE DETAIL NOT TO SCALE P0.1 4 ELEVATOR SUMP PUMP DETAIL NOT TO SCALE P0.1 5 FLOOR DRAIN DETAIL CEILING CW CW TRAP PRIMER FLOOR DRAIN TRAP PRIMER CONNECTION ALL COPPER PIPING BELOW SLAB SHALL BE TYPE K SOFT COPPER WITH NO JOINTS. INSULATE PRIMER LINE WITH 1" ARMAFLEX THROUGH SLAB PROVIDE 6" A.F.F. TRAP PRIMER VALVE SHALL BE MOUNTED 1'-0" A.F.F FOR EVERY 20'-0" OF PRIMER LINE. RULE 1: COVERS MULTIPLE FIXTURE BRANCH LINES WHICH DO NOT EXCEED 20' IN LENGTH. RULE 2: COVERS MULTIPLE FIXTURE BRANCH LINES WHICH DO EXCEED 20' IN LENGTH. *** NOTE: REFER TO STANDARD PDI-WH 201 FOR SIZING AND INSTALLATION. OVER 20 FEET 20 FEET RULE 2 RULE 1 WATER HAMMERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHAs IN INACCESSIBLE LOCATIONS SHALL BE STAINLESS STEEL BELLOWS- TYPE. TYPICAL BRANCH LINE RISER
  CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 01/10/2025 W. CASAL E. CURTIS NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI P0.2 PLUMBING DETAILS 2022.022.00 J. CLARK NO. DATE REMARKS 01/10/2025 90% Progress Set NOT TO SCALE P0.2 1 TRAP PRIMER CONNECTION DETAIL NOT TO SCALE P0.2 2 WATER HAMMER ARRESTOR DETAIL 4 3 2 1 D C B A A1 A2 A3 A4 A5 A6 R2 R1 A7 A8 A9 B6 B9 5 C5 7 E MECHANICAL ROOM 108 EXIT STAIR 109 ENTRY STAIR 102 MACHINE ROOM 104 ELEV. 103 CISTERN 106 LOBBY 101 PUMP RM. 105 LEASED AREA 107 CISTERN WATER PUMP CISTERN WATER PUMP PRESSURE TANK CISTERN WATER FILTRATION RACK WH-1 6" STORM 1/4"-1' SLOPE 3" STORM 1/8"-1' SLOPE 3" STORM 1/8"-1' SLOPE CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 01/10/2025 W. CASAL E. CURTIS NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI P1.1 PLUMBING FLOOR PLAN - LEVEL 1 2022.022.00 J. CLARK NO. DATE REMARKS 01/10/2025 90% Progress Set 1/8" = 1'-0" P1.1 1 LEVEL 1 - PLUMBING PLAN 4 3 2 1 D C B A A1 A2 A3 A4 A5 A6 R2 R1 A7 A8 A9 B6 B9 5 C5 7 E P2.0 2 P2.0 1 P-4 LOBBY 201 ELECTRICAL ROOM 213 OFFICE 222 SR. ACCOUNTANT 239 FEMALE RESTROOM 215 SR. COMPLIANCE OFFICER 240 MANAGING DIR. EDC 241 CHIEF FINANCIAL OFFICER 237 BUDGET AND FINANCIAL ANALYST 238 MARKETING STORAGE 249 DIR. PHYSICAL PLANT 248 EXEC. ASSISTANT TO THE CEO 207 ASSISTANT CEO 204 BOARD ROOM 203 BATHROOM 206 CHIEF EXECUTIVE OFFICER 205 MANAGING DIR. EDB 228 MANAGING DIR. EZC 229 DIR. HUMAN RESOURCES 221 GENERAL COUNSEL 220 PRINTER/ STORAGE 247 MANAGING DIR. MARKETING 208 STAIRS 200 MARKETING CUBICLE 210 MARKETING CUBICLE 211 SPARE CUBICLE 224 SPARE CUBICLE 223 ENTERPRISE CUBICLE 227 SPARE CUBICLE 225 FINANCE CUBICLE 235 EDB CUBICLE 232 EDB CUBICLE 230 EDB CUBICLE 231 FINANCE CUBICLE 236 FINANCE CUBICLE 233 FINANCE CUBICLE 234 APPLICATION CUBICLE 246 APPLICATION CUBICLE 242 APPLICATION CUBICLE 243 APPLICATION CUBICLE 245 APPLICATION CUBICLE 244 STAIRWELL 251 MALE RESTROOM 216 SPARE OFFICE 212 FILE ROOM 209 ENTERPRISE CUBICLE 226 CONFERENCE ROOM 214 SERVER ROOM 250 CORRIDOR 252 APPLICATION AND COMPLIANCE DEPT. 253 ENTERPRISE DEPT. 254 EDB DEPT. 255 FINANCIAL DEPT. 256 BREAK ROOM 217 KITCHEN 218 BOARD LIASION 219 RECEPTIONIST 202 CORRIDOR 257 2" ROOF DRAIN 2" ROOF DRAIN 5" STORM UP TO ROOF DRAIN 5" STORM UP TO ROOF DRAIN CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 01/10/2025 W. CASAL E. CURTIS NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI P1.2 PLUMBING FLOOR PLAN - LEVEL 2 2022.022.00 J. CLARK NO. DATE REMARKS 01/10/2025 90% Progress Set 1/8" = 1'-0" P1.2 1 LEVEL 2 - PLUMBING PLAN 4 A1 A2 BATHROOM 206 P-1 P-2A 3" FD B A A3 A4 A5 A6 R2 A7 B6 FEMALE RESTROOM 215 MALE RESTROOM 216 FILE ROOM 209 P-1 P-1 P-1 P-1 3" FD 3" FD P-2B P-2B P-2A CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 01/10/2025 W. CASAL E. CURTIS NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI P2.0 PLUMBING ENLARGED VIEWS 2022.022.00 J. CLARK NO. DATE REMARKS 01/10/2025 90% Progress Set 1/4" = 1'-0" P2.0 1 ENLARGED CEO BATHROOM PLAN 1/4" = 1'-0" P2.0 2 ENLARGED GROUP RESTROOM PLAN PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 01/10/2025 L.D.O J.P.C NO. DATE REMARKS NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI 2022.022.00 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - J.P.C 90% Progress Set 01/10/2025 E0.0 ELECTRICAL LEGEND, SCHEDULES, AND GENERAL NOTES PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 01/10/2025 L.D.O J.P.C NO. DATE REMARKS NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI 2022.022.00 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - J.P.C 90% Progress Set 01/10/2025 E0.1 ELECTRICAL DETAILS PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 01/10/2025 L.D.O J.P.C NO. DATE REMARKS NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI 2022.022.00 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - J.P.C 90% Progress Set 01/10/2025 E0.2 ELECTRICAL RISER DIAGRAM D F D D F F F F F F K J H G 9 8 7 6A 6 MECHANICAL ROOM 108 EXIT STAIR 109 ENTRY STAIR 102 MACHINE ROOM 104 ELEV. 103 CISTERN 106 LOBBY 101 PUMP RM. 105 LEASED AREA 107 WP WP WP WP NEW PANEL 'L1' NEW PANEL 'L1M' GENERAL NOTES: (APPLY TO THIS SHEET ONLY) 1. REFER TO DRAWING E0.00 FOR SYMBOLS LEGEND. 2. DRAWING IS FOR DESIGN INTENT ONLY. CONTRACTOR SHALL DETERMINE EXACT CONDUIT ROUTING IN THE FIELD WITH ALL OTHER TRADES. 3. COORDINATE EXACT LOCATION AND MOUNTING HEIGHTS OF ALL DEVICES WITH ARCHITECT. DEVICE AND COVERPLATE FINISHES TO BE SELECTED BY ARCHITECT. 4. COORDINATE EXACT LOCATION AND REQUIREMENTS OF LOW VOLTAGE AND SECURITY SYSTEMS WITH RESPECTIVE CONSULTANT AND ARCHITECT. PROVIDE ALL CONDUITS, JUNCTION BOXES, PULL BOXES, ETC. INDICATED ON CONSULTANT'S PLANS. 5. COORDINATE ALL THROUGH FLOOR STUB-UP LOCATIONS WITH STRUCTURE AND ARCHITECT. FLOOR PENETRATIONS SHALL BE FIRE SEALED AS REQUIRED. 6. VERIFY ELECTRICAL REQUIREMENTS AND RECEPTACLE NEMA TYPES FOR EQUIPMENT WITH EQUIPMENT SUPPLIER/SUBMITTAL PRIOR TO INSTALLATION. 7. COORDINATE EXACT ELECTRICAL REQUIREMENTS AND LOCATIONS FOR ALL PLUMBING AND MECHANICAL EQUIPMENT WITH DIVISION 22 AND 23, RESPECTIVELY. PROVIDE FUSED DISCONNECTS AS REQUIRED BY MANUFACTURER'S RECOMMENDATIONS. PROVIDE NEUTRAL CONDUCTORS IF REQUIRED BY MANUFACTURER. 8. PROVIDE PULLSTRING IN ALL EMPTY CONDUITS. 9. MAINTAIN FIRE RESISTANCE RATING OF WALLS WITH PENETRATIONS AND RECESSED OUTLET BOXES. MAINTAIN SPACING PER IBC AND MANUFACTURER. PROVIDE UL FIRE STOPPING AS REQUIRED. CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 01/10/2025 L.D.O J.P.C NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI E1.1 ELECTRICAL FLOOR PLAN - LEVEL 1 2022.022.00 J.P.C NO. DATE REMARKS 01/10/2025 90% Progress Set 1/8" = 1'-0" E1.1 1 LEVEL 1 - ELECTRICAL PLAN F F F F F F F F F F F F F F F D F D F F D H F D K J H G 9 8 7 6A 6 ELECTRICAL ROOM 213 OFFICE 222 SR. ACCOUNTANT 239 FEMALE RESTROOM 215 SR. COMPLIANCE OFFICER 240 MANAGING DIR. EDC 241 CHIEF FINANCIAL OFFICER 237 BUDGET AND FINANCIAL ANALYST 238 MARKETING STORAGE 249 DIR. PHYSICAL PLANT 248 EXEC. ASSISTANT TO THE CEO 207 ASSISTANT CEO 204 BOARD ROOM 203 BATHROOM 206 CHIEF EXECUTIVE OFFICER 205 MANAGING DIR. EDB 228 MANAGING DIR. EZC 229 DIR. HUMAN RESOURCES 221 GENERAL COUNSEL 220 PRINTER/ STORAGE 247 MANAGING DIR. MARKETING 208 MARKETING CUBICLE 210 MARKETING CUBICLE 211 SPARE CUBICLE 224 SPARE CUBICLE 223 ENTERPRISE CUBICLE 227 SPARE CUBICLE 225 FINANCE CUBICLE 235 EDB CUBICLE 232 EDB CUBICLE 230 EDB CUBICLE 231 FINANCE CUBICLE 236 FINANCE CUBICLE 233 FINANCE CUBICLE 234 APPLICATION CUBICLE 246 APPLICATION CUBICLE 242 APPLICATION CUBICLE 243 APPLICATION CUBICLE 245 APPLICATION CUBICLE 244 STAIRWELL 251 MALE RESTROOM 216 SPARE OFFICE 212 FILE ROOM 209 ENTERPRISE CUBICLE 226 RC4 SERVER ROOM 250 CONFERENCE ROOM 214 E1.2 2 BREAK ROOM 217 LOBBY 201 KITCHEN 218 BOARD LIASION 219 RECEPTIONIST 202 GENERAL NOTES: (APPLY TO THIS SHEET ONLY) 1. REFER TO DRAWING E0.00 FOR SYMBOLS LEGEND. 2. DRAWING IS FOR DESIGN INTENT ONLY. CONTRACTOR SHALL DETERMINE EXACT CONDUIT ROUTING IN THE FIELD WITH ALL OTHER TRADES. 3. COORDINATE EXACT LOCATION AND MOUNTING HEIGHTS OF ALL DEVICES WITH ARCHITECT. DEVICE AND COVERPLATE FINISHES TO BE SELECTED BY ARCHITECT. 4. COORDINATE EXACT LOCATION AND REQUIREMENTS OF LOW VOLTAGE AND SECURITY SYSTEMS WITH RESPECTIVE CONSULTANT AND ARCHITECT. PROVIDE ALL CONDUITS, JUNCTION BOXES, PULL BOXES, ETC. INDICATED ON CONSULTANT'S PLANS. 5. COORDINATE ALL THROUGH FLOOR STUB-UP LOCATIONS WITH STRUCTURE AND ARCHITECT. FLOOR PENETRATIONS SHALL BE FIRE SEALED AS REQUIRED. 6. VERIFY ELECTRICAL REQUIREMENTS AND RECEPTACLE NEMA TYPES FOR EQUIPMENT WITH EQUIPMENT SUPPLIER/SUBMITTAL PRIOR TO INSTALLATION. 7. COORDINATE EXACT ELECTRICAL REQUIREMENTS AND LOCATIONS FOR ALL PLUMBING AND MECHANICAL EQUIPMENT WITH DIVISION 22 AND 23, RESPECTIVELY. PROVIDE FUSED DISCONNECTS AS REQUIRED BY MANUFACTURER'S RECOMMENDATIONS. PROVIDE NEUTRAL CONDUCTORS IF REQUIRED BY MANUFACTURER. 8. PROVIDE PULLSTRING IN ALL EMPTY CONDUITS. 9. MAINTAIN FIRE RESISTANCE RATING OF WALLS WITH PENETRATIONS AND RECESSED OUTLET BOXES. MAINTAIN SPACING PER IBC AND MANUFACTURER. PROVIDE UL FIRE STOPPING AS REQUIRED. PANEL 'L2' PANEL 'L2M' MAIN FIRE CONTROL PANEL AUTOMATIC TRANSER SWITCH 'ATS-S' PHONE BACKBOARD 1 CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 01/10/2025 L.D.O J.P.C NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI E1.2 ELECTRICAL FLOOR PLAN - LEVEL 2 2022.022.00 J.P.C 1/8" = 1'-0" E1.2 1 LEVEL 2 - ELECTRICAL PLAN NO. DATE REMARKS 01/10/2025 90% Progress Set 1/4" = 1'-0" E1.2 2 LEVEL 2 - ELECTRICAL ROOM 213 ENLARGED PLAN LEGEND NOTES: (APPLY TO THIS SHEET ONLY) PROVIDE A 3/4" THICK, 8' HIGH PLYWOOD TELEPHONE BACKBOARD ACROSS WALL AS SHOWN. PROVIDE WITH (1) 12"X4" GROUNDING BUS BAR CONNECTED VIA A #2 GROUND WIRE TO BUILDING GROUND. PROVIDE GROUND CONNECTIONS TO LADDER RACK, ANTI-STATIC FLOOR, AND ALL EQUIPMENT IN ROOM (AS APPLICABLE). PAINT BACKBOARD WITH (2) COATS OF FLAME RETARDANT SEALANT TO MATCH WALL COLOR. PROVIDE (1) 2" CONDUIT WITH PULLSTRING TO CORE TELEPHONE ROOM ON THIS LEVEL. COORDINATE EXACT LOCATION WITH ARCHITECT/TENANT. 1 MECHANICAL ROOM 108 EXIT STAIR 109 ENTRY STAIR 102 MACHINE ROOM 104 ELEV. 103 CISTERN 106 LOBBY 101 PUMP RM. 105 LEASED AREA 107 D D D D D D D D D D D D D D D D D EE EE EE D D D D F F FE FE F F G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GENERAL NOTES: (APPLY TO THIS SHEET ONLY) REFER TO DRAWING E0.00 FOR SYMBOLS LEGEND AND LIGHTING FIXTURE SCHEDULE. DRAWING IS FOR DESIGN INTENT ONLY. CONTRACTOR SHALL DETERMINE EXACT CONDUIT ROUTING IN THE FIELD. MAINTAIN FIRE RESISTANCE RATING OF WALLS WITH PENETRATIONS AND RECESSED OUTLET BOXES. MAINTAIN SPACING PER IBC AND MANUFACTURER. PROVIDE UL FIRE STOPPING AS REQUIRED. COORDINATE COLOR/FINISH OF FIXTURES AND COVERPLATES WITH ARCHITECT. 1. 2. 3. 4. CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 01/10/2025 L.D.O J.P.C NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI E2.1 LIGHTING FLOOR PLAN - LEVEL 1 2022.022.00 J.P.C NO. DATE REMARKS 01/10/2025 90% Progress Set 1/8" = 1'-0" E2.1 1 LEVEL 1 - LIGHTING PLAN MS PP PP MS MS PP PP MS MS MS MS PP PP MS PP PP MS MS PP MS PP MS PP PP MS D D MS PP MS MS MS MS PP PP MS MS PP D MS PP MS MS MS MS LV LV LV LV LV VS VS VS LV LV LV LV LV LV VS VS VS LV OS LV LV LVD LVD LVD VS LV LV LV LV LV LV LV VS LVD LV LV VS VS X X X X X X X A A A A A A A A A A A A A A B B B BE B B B B BE B B B B BE B BE B B BE BE B B A AE A A A A A B A A A A A A A A A A A A A A B A A A A A A A A A A A A A A A A A A A A A A A A A A A A A BE B B B BE BE B B BE A A A A A A A A A D D D D A A CE C C C CE C CE C CE CE C C CE C CE C C CE C C CE C CE C C CE C CE C C CE C C CE C C C CE C C C C CE C C C C C LV A A A A A A A A A A A EE EE EE A A A A LV FE F FE F FE F GENERAL NOTES: (APPLY TO THIS SHEET ONLY) REFER TO DRAWING E0.00 FOR SYMBOLS LEGEND AND LIGHTING FIXTURE SCHEDULE. DRAWING IS FOR DESIGN INTENT ONLY. CONTRACTOR SHALL DETERMINE EXACT CONDUIT ROUTING IN THE FIELD. MAINTAIN FIRE RESISTANCE RATING OF WALLS WITH PENETRATIONS AND RECESSED OUTLET BOXES. MAINTAIN SPACING PER IBC AND MANUFACTURER. PROVIDE UL FIRE STOPPING AS REQUIRED. COORDINATE COLOR/FINISH OF FIXTURES AND COVERPLATES WITH ARCHITECT. 1. 2. 3. 4. CONSULTANTS REVISIONS CONTRACT NO.: SHEET NO.: PROJECT NO.: APPROVED BY: CHECKED BY: DATE: DRAWN BY: 5143 Palm Passage, Second Floor - Suites B24-25 St. Thomas, US Virgin Islands 00802 Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804-6218 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.com website: www.jaredian.com 2 1 A B C 3 5 4 D 1 2 3 4 5 6 A B C 6 7 D E E 7 - PHASE 2 ECONOMIC DEVELOPMENT AUTHORITY INDUSTRIAL PARK DEVELOPMENT 01/10/2025 L.D.O J.P.C NISKY 35 SOUTHSIDE QUARTER SUB BASE, CROWN BAY ST. THOMAS, USVI E2.2 LIGHTING FLOOR PLAN - LEVEL 2 2022.022.00 J.P.C 1/8" = 1'-0" E2.2 1 LEVEL 2 - LIGHTING PLAN NO. DATE REMARKS 01/10/2025 90% Progress Set