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OWNER: LOCATION: NO.3C-C-1 ESTATE FORTUNA, WEST END STT 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: MASONRY NO. OF STORIES: 1 BUILDING HEIGHT: 22'-0" BUILDING AREA: 7,450 SF GROSS AREA 6,993 SF NET AREA SPRINKLED: YES AGE: NEW TABLE 803.5 (IBC) INTERIOR WALL & CEILING FINISH REQUIREMENTS BY OCCUPANCY GROUP B: NON-SPRINKLED: VERTICAL EXITS: EXIT PASSAGEWAYS: EXIT ACCESS CORRIDORS: 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 ESTATE FORTUNA (TANGO CO.) FIRE STATION NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS 23-005.E FEMA HMGP REVISION SUBMISSION 08.27.2025 INDEX OF DRAWINGS SHEET NO. SHEET NAME GENERAL DRAWINGS G0.0 COVER SHEET G0.1 GENERAL G0.2 GENERAL AND DEMOLITION NOTES G0.3 TYPICAL DETAILS CIVIL DRAWINGS C001 GENERAL NOTES C002 GENERAL NOTES C003 EXISTING CONDITION PLAN C004 STORMWATER POLLUTION PREVENTION PLAN & DETAILS C005 DEMOLITION PLAN C006 SITE AND GEOMETRY PLAN C007 PAVING, GRADING, DRAINAGE PLAN C008 TYPICAL SECTIONS C009 PAVING, GRADING, DRAINAGE DETAILS C010 PAVING, GRADING, DRAINAGE DETAILS C011 PAVING, GRADING, DRAINAGE DETAILS C012 PAVING, GRADING, DRAINAGE DETAILS C013 PAVING, GRADING, DRAINAGE DETAILS C014 TRAFFIC CIRCULATION ANALYSIS C015 UTILITY PLAN, POTABLE WATER, SANITARY SEWER NOTES C016 UTILITY DETAILS C017 UTILITY DETAILS C018 UTILITY DETAILS STRUCTURAL S001 STRUCTURAL NOTES S002 STRUCTURAL NOTES S003 FOUNDATION / GROUND FLOOR PLAN S004 ROOF FRAMING PLAN S005 WALL SECTIONS S006 WALL SECTIONS S007 WALL SECTIONS S008 WALL SECTIONS S009 STRUCTURAL DETAILS S010 STRUCTURAL DETAILS S011 STRUCTURAL DETAILS S012 STRUCTURAL DETAILS S013 STRUCTURAL DETAILS ARCHITECTURAL 0A1.0 CISTERN LEVEL - IDENTIFICATION PLAN JAREDIAN DESIGN GROUP CIVIL/ STRUCTURAL: MEP: INDEX OF DRAWINGS SHEET NO. SHEET NAME 0A1.1 CISTERN LEVEL -DIMENSION PLAN 1A1.0 FIRST LEVEL IDENTIFICATION PLAN 1A1.1 FIRST LEVEL DIMENSION PLAN 1A1.2 FIRST LEVEL LIFE SAFETY PLAN 1A1.3 FIRST LEVEL REFLECTED CEILING PLAN 1A1.4 ROOF PLAN BUILDING ELEVATIONS A2.0 ELEVATIONS A2.1 ELEVATIONS A2.2 AXONS BUILDING SECTIONS A3.0 BUILDING SECTIONS A3.1 BUILDING SECTIONS SCHEDULES/ ELEVATIONS A4.0 SCHEDULES A5.0 WALL DETAILS A5.1 CEILING DETAILS A5.2 ROOF DETAILS A5.3 ROOF DETAILS A5.4 ROOF DETAILS A5.5 ROOF DETAILS A5.6 DOOR DETAILS A5.7 WALL SECTIONS A5.8 DETAILS A6.0 ENLARGED FEMALE BATHROOM PLANS AND ELEVATIONS A6.1 ENLARGED MALE BATHROOM PLANS AND ELEVATIONS A6.2 ENLARGED BATHROOM PLAN AND ELEVATIONS A6.3 ENLARGED KITCHEN PLAN AND ELEVATIONS MECHANICAL M0.1 MECHANICAL ABBREVIATIONS, & SCHEDULES M0.2 MECHANICAL DETAILS M0.3 MECHANICAL SPECIFICATIONS M0.4 MECHANICAL SPECIFICATIONS M0.5 MECHANICAL SPECIFICATIONS M0.6 MECHANICAL SPECIFICATIONS M1.0 MAIN LEVEL - MECHANICAL PLAN M1.1 GENERATOR REMOTE FUEL FILL SCHEMATIC PLUMBING P0.1 PLUMBING SCHEDULES P0.2 PLUMBING DETAILS P0.3 PLUMBING DETAILS INDEX OF DRAWINGS SHEET NO. SHEET NAME P0.4 PLUMBING DETAILS - CISTERN DW PUMP & FILTRATION SYSTEM P0.5 PLUMBING SPECIFICATIONS P0.6 PLUMBING SPECIFICATIONS P0.7 PLUMBING SPECIFICATIONS P0.8 PLUMBING SPECIFICATIONS P1.0 PLUMBING PLAN - SAN/W/V P1.1 PLUMBING PLAN - WATER P2.1 PLUMBING RISER DIAGRAMS - S/W/V P2.2 PLUMBING RISER DIAGRAMS - WATER P2.3 PLUMBING RISER DIAGRAMS - STORM FIRE PROTECTION FP001 FP001 - FIRE PROTECTION LEGEND, NOTES, DETAILS, AND SCHEDULES FP002 FIRE PROTECTION SPECIFICATIONS I FP003 FIRE PROTECTION SPECIFICATIONS II FP004 FIRE PROTECTION SPECIFICATIONS III FP100 FIRE PROTECTION MAIN LEVEL PLAN ELECTRICAL E0.0 ELECTRICAL LEGEND, SCHEDULES, AND GENERAL NOTES E0.1 ELECTRICAL DETAILS E0.2 ELECTRICAL RISER DIAGRAM E0.3 PANEL SCHEDULES & UTILITY TRANSFORMER PAD DETAIL E0.4 ELECTRICAL SPECIFICATIONS E0.5 ELECTRICAL SPECIFICATIONS E0.6 ELECTRICAL SPECIFICATIONS E0.7 ELECTRICAL SPECIFICATIONS E1.0 ELECTRICAL SITE PLAN E2.0 ELECTRICAL FLOOR PLAN E3.0 LIGHTING FLOOR PLAN E4.0 HVAC CONNECTIONS FLOOR PLAN VIRGIN ISLANDS FIRE AND EMERGENCY MEDICAL SERVICES 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. ABOVE FINISH FLOOR 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: 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS G0.1 GENERAL 23-005.E J.P.W. NO. DATE REMARKS GENERAL 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: 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS G0.2 GENERAL AND DEMOLITION NOTES 23-005.E 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 RECEPTACLES ARE 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: No.33 Dronningens Gade - Queen's Quarter Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804 telephone: 340.777.1600 e-mail: jarediandesigngroup@gmail.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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS G0.3 TYPICAL DETAILS 23-005.E J.P.W. NO. DATE REMARKS 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 C001 GENERAL NOTES DIVISION I- GENERAL REQUIREMENTS AND COVENANTS 1. ONLY APPROVED MATERIALS SHALL BE USED CONTRACTOR SHALL USE ONLY MATERIALS IN THE WORKS THAT MEET THE REQUIREMENTS OF THESE SPECIFICATIONS, RELEVANT SECTIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION PUBLICATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2000." 2. INSPECTION AND TESTS AT SOURCE OF SUPPLY 2.1 GENERAL: IF THE VOLUME, PROGRESS OF THE WORK, AND OTHER CONSIDERATIONS WARRANT, THE ENGINEER OF RECORD(E.O.R.) MAY INSPECT THE MATERIALS AT THE SOURCE OF SUPPLY. 2.2 COOPERATION BY CONTRACTOR: THE CONTRACTOR SHALL PROVIDE THE E.O.R. WITH FREE ENTRY AT ALL TIMES TO SUCH PARTS OF THE PLANT THAT CONCERN THE MANUFACTURE OR PRODUCTION OF THE MATERIALS ORDERED. 3. CONTROL BY SAMPLES AND TESTS 3.1 PAVEMENT SAMPLES: FOR BOTH BASE COURSE AND SURFACE COURSE PAVEMENTS, THE CONTRACTOR SHALL FURNISH SAMPLES TAKEN FROM THE COMPLETED WORK FROM ANY LOCATION THAT THE E.O.R. INDICATES, AND IMMEDIATELY REPLACE THE AREAS SO REMOVED WITH MATERIALS AND CONSTRUCTION THAT MEET THE REQUIREMENTS OF THESE SPECIFICATIONS AND TO THE LINE AND GRADE OF THE IMMEDIATE SURROUNDING PAVEMENT SURFACE. 3.2 APPLICABLE STANDARDS: METHODS OF SAMPLING AND TESTING MATERIALS SHALL BE IN ACCORDANCE WITH STANDARDS OF AASHTO OR ASTM. 3.3 SIEVES: USE SIEVES MEETING THE REQUIREMENTS OF AASHTO M 92. 3.4 INSPECTION AT PLANTS: CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ACCESS TO ALL PARTS OF ALL PAVING OR OTHER PLANTS CONNECTED WITH THE WORK TO OBSERVE WEIGHTS OR PROPORTIONS OR CHARACTER OF MATERIALS AND TO DETERMINE TEMPERATURE USED IN PREPARING MATERIALS AND MIXTURES. 3.5 COMPACTION TESTS - PAVEMENT MATERIALS 3.5.1 WHEN REQUESTED BY THE ENGINEER OF RECORD (E.O.R.): NUCLEAR DENSITY OR OTHER APPROVED COMPACTION TESTS SHALL BE CARRIED OUT ON EACH LAYER OF COMPACTED BASE AND EMBANKMENTS. TWENTY-FOUR HOURS NOTICE OF ANY TEST SHALL BE GIVEN TO THE PROJECT ENGINEER AND COPIES OF THE TEST RESULT SHALL BE FORWARDED TO THE E.O.R. AS SOON AS POSSIBLE. THE CONTRACTOR SHALL KEEP COPIES OF THE TIME AND LOCATION OF ALL TESTS. 3.5.2 FIELD-TESTING: SHALL CONFORM TO ASTM STANDARDS OR APPROVED EQUIVALENT. MOISTURE DENSITY CURVES SHALL CONFORM TO ASTM D698-78; SIEVE ANALYSES TO ASTM C136-84A; AND FIELD DENSITIES TO ASTM D2167-84 OR TO ASTM D2922-81. 4. STORAGE OF MATERIALS 4.1 METHOD OF STORAGE: MATERIALS SHALL BE STORED IN SUCH A MANNER AS TO PRESERVE THEIR QUALITY AND FITNESS FOR THE WORK TO FACILITATE PROMPT INSPECTION AND TO MINIMIZE THE NOISE IMPACTS ON SENSITIVE RECEIVERS. 5. DEFECTIVE MATERIALS 5.1 THE FOLLOWING MATERIALS SHALL BE CONSIDERED DEFECTIVE: ALL MATERIALS NOT MEETING THE REQUIREMENTS OF THESE SPECIFICATIONS; MATERIALS THAT ARE OR HAVE BEEN IMPROPERLY STORED; AND MATERIALS THAT ARE MIXED WITH EXCESS OF CLAY, COAL , STICKS, BURLAP, HAY, STRAW, LOAM OR EARTH, OR OTHER DEBRIS. 6. LEGAL REQUIREMENTS AND RESPONSIBNILITY TO THE PUBLIC 6.1 OCCUPATIONAL SAFETY AND HEALTH REQUIREMENTS: THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY FOR THE PROTECTION OF LIFE, HEALTH AND GENERAL OCCUPATIONAL WELFARE OF ALL PERSONS INCLUDING THE CONTRACTORS EMPLOYEES AND AUTHORIZED VISITORS TO THE SITE. 7. SANITARY PROVISIONS 7.1 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN, IN A NEAT AND SANITARY CONDITION, SUCH ACCOMMODATIONS FOR THE USE OF HIS EMPLOYEES AS ARE NECESSARY TO COMPLY WITH THE REQUIREMENTS AND REGULATIONS OF THE UNITED STATES VIRGIN ISLANDS (USVI). 8. CONTROL OF CONTRACTOR'S EQUIPMENT 8.1 PROTECTION FROM DAMAGE BY TRACTOR-TYPE EQUIPMENT: THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO ENSURE THAT TRACTOR-TYPE EQUIPMENT DOES NOT DAMAGE THE ROAD. IF SUCH DAMAGE SHOULD OCCUR, CONTRACTOR SHALL REPAIR IT WITHOUT DELAY, AT NO EXPENSE TO THE OWNER AND SUBJECT TO THE APPROVAL OF THE E.O.R. 9. PRESERVATION OF PROPERTY 9.1 UTILITIES: CONTRACTOR SHALL NOT COMMENCE WORK AT POINTS WHERE THE CONSTRUCTION OPERATIONS ARE ADJACENT TO UTILITY FACILITIES OR OTHER PROPERTY, UNTIL MAKING ARRANGEMENTS WITH THE UTILITY FACILITIES TO PROTECT AGAINST DAMAGE THAT MIGHT RESULT IN EXPENSE, LOSS, DISRUPTION IN SERVICE OR OTHER INCONVENIENCE TO THE PUBLIC OR THE OWNERS. 10. RECORD OF CONSTRUCTION MATERIALS 10.1 GENERAL: FOR ALL CONSTRUCTION MATERIALS USED IN CONSTRUCTION OF THE PROJECT, THE CONTRACTOR SHALL PRESERVE FOR THE E.O.R'S INSPECTION THE INVOICES AND RECORDS OF MATERIALS FOR A PERIOD OF THREE YEARS FROM THE DATE OF COMPLETION OF THE PROJECT. THIS ALSO APPLIES TO MATERIALS PURCHASED BY SUBCONTRACTORS. DIVISION II- CONSTRUCTION DETAILS 1. CONSTRUCTION EQUIPMENT-GENERAL REQUIREMENTS 1.0 GENERAL: UNLESS RESTRICTED TO A SPECIFIC TYPE BY THE CONTRACT DOCUMENTS OR THE E.O.R., THE CONTRACTOR MAY PERFORM THE WORK USING EQUIPMENT, TOOLS, MACHINERY, ETC., OF HIS OWN CHOOSING. NOTE THAT FACILITIES TO BE CONSTRUCTED UNDER THE CONTRACT ARE ADEQUATE TO SUPPORT ONLY THEIR DESIGN LOADS IN THEIR COMPLETED CONSTRUCTION STAGE. IF THE CONTRACTOR'S EQUIPMENT OR PROCEDURES DURING CONSTRUCTION DAMAGE ANY PART OF THE FACILITY, THE CONTRACTOR SHALL REPLACE OR REPAIR IT AS DIRECTED BY THE E.O.R . AT NO EXPENSE TO THE OWNER. 2. MAINTENANCE OF TRAFFIC 2.1 DESCRIPTION: THE CONTRACTOR SHALL MAINTAIN TRAFFIC WITHIN THE LIMITS OF THE PROJECT FOR THE DURATION OF THE CONSTRUCTION PERIOD, INCLUDING ANY TEMPORARY SUSPENSIONS OF THE WORK. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ANY DETOUR FACILITIES, PROVIDE NECESSARY FACILITIES FOR ACCESS TO RESIDENCES, BUSINESSES, ETC., ALONG THE PROJECT. CONTRACTOR SHALL FURNISH AND APPLY CALCIUM CHLORIDE OR WATER ON THE SUBGRADE, UNSURFACD BASE, OR OTHER UNSURFACED TRAVELED WAYS IN ORDER TO CONTROL DUST DURING THE CONSTRUCTION OPERATIONS. 3. TRAFFIC CONTROL 3.1 STANDARDS: FHWA'S MUTCD PART VI IS THE MINIMUM STANDARDS FOR TRAFFIC CONTROL FOR HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS. CONTRACTOR SHALL UNDERSTAND THE STANDARDS ESTABLISHED IN THE AFOREMENTIONED MANUAL CONSTITUTE THE MINIMUM REQUIREMENTS FOR NORMAL CONDITIONS. THE E.O.R. MAY REQUIRE ADDITIONAL TRAFFIC CONTROL DEVICES, WARNING DEVICES, BARRIERS, OR OTHER SAFETY DEVICES WHERE UNUSUAL, COMPLEX, OR PARTICULARLY HAZARDOUS CONDITIONS EXIST. 3.2 MAINTENANCE OF DEVICES AND BARRIERS:P CONTRACTOR SHALL KEEP TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS IN THE CORRECT POSITION PROPERLY DIRECTED, CLEARLY VISIBLE AND CLEAN AT ALL TIMES. CONTRACTOR SHALL IMMEDIATELY REPAIR, REPLACE OR CLEAN DAMAGED, DEFACED, OR DIRTY DEVICES OR BARRIERS AND HAVE THE E.O.R. APPROVE THEM FOR USE. 4. PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION 4.1 DESCRIPTION: CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES ON THE PROJECT AND IN AREAS OUTSIDE THE RIGHT-OF-WAY WHERE WORK IS ACCOMPLISHED IN CONJUNCTION WITH THE PROJECT, SO AS TO PREVENT POLLUTION OF WATER, DETRIMENTAL EFFECTS TO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE PROJECT RIGHT-OF-WAY AND DAMAGE TO WORK ON THE PROJECT. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY EROSION CONTROL FEEATURES OR, WHERE PRACTICAL, CONSTRUCT AND MAINTAIN PERMANENT EROSION CONTROL FEATURES AS SHOWN IN THE PLANS OR AS MAY BE DIRECTED BY THE E.O.R. 5. CLEARING AND GRUBBING 5.1 DESCRIPTION: CONTRACTOR SHALL CLEAR AND GRUB WITHIN THE AREAS OF THE ROADWAY RIGHT-OF-WAY AND OF BORROW PITS, SAND-CLAY BASE MATERIAL PITS, LATERAL DITCHES AND ANY OTHER AREAS SHOWN IN THE PLANS TO BE CLEARED AND GRUBBED. REMOVE AND DISPOSE OF ALL TREES, STUMPS, ROOTS, AND OTHER SUCH PROTRUDING OBJECTS, AND BUILDINGS, STRUCTURES, APPURTENANCES, EXISTING FLEXIBLE ASPHALT PAVEMENT, AND OTHER FACILITIES NECESSARY TO PREPARE THE AREA FOR THE PROPOSED CONSTRUCTION, AND REMOVE AND DISPOSE OF ALL PRODUCT AND DEBRIS NOT REQUIRED TO BE SALVAGED OR NOT REQUIRED TO COMPLETE THE CONSTRUCTION. CONTRACTOR SHALL ALSO PERFORM MISCELLANEOUS WORK THE E.O.R. CONSIDERS NECESSARY FOR THE COMPLETE PREPARATION OF THE OVERALL PROJECT SITE AS FOLLOWS: (a) PLUG ANY WATER WELLS THAT ARE ENCOUNTERED WITHIN THE RIGHT-OF-WAY AND THAT ARE TO BE ABANDONED. (b) LEVEL THE TERRAIN OUTSIDE THE LIMITS OF CONSTRUCTION FOR PURPOSES OF FACILITATING MAINTENANCE AND OTHER POST-CONSTRUCTION OPERATIONS. (c) TRIM TREES AND SHRUBS WITHIN THE PROJECT RIGHT-OF-WAY THAT ARE IDENTIFIED IN THE PROJECT DOCUMENTS. 8. PRIME AND TACK COATS FOR BASE COURSES 8.1 DESCRIPTION: CONTRACTOR SHALL APPLY PRIME COATS ON PREVIOUSLY PREPARED BASES, AND APPLY TACK COATS ON PREVIOUSLY PREPARED BASES AND ON EXISTING PAVEMENT SURFACES. 8.2 PRIME COAT: FOR PRIME COAT, CONTRACTOR SHALL USE CUTBACK ASPHALT GRADE RC-70 OR RC-250 MEETING REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS, SECTION 916-3. 8.3 COVER MATERIAL FOR PRIME COAT: UNIFORMLY COVER THE PRIME BASE BY A LIGHT APPLICATION OF COVER MATERIAL. THE CONTRACTOR MAY USE EITHER SAND OR SCREENINGS FOR COVER MATERIAL. FOR THE SAND, MEET THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 902-2 OR 902-6, AND FOR THE SCREENINGS MEET THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 902-5. IF EXPOSING THE PRIMED BASE COURSE TO GENERAL TRAFFIC, APPLY A COVER MATERIAL THAT HAS BEEN COATED WITH 2 TO 4% ASPHALT CEMENT. APPLY THE ASPHALT COATED MATERIAL AT APPROXIMATELY 10 LB /SQ.YD [5.5 KG/SQ. M]. ROLL THE ENTIRE SURFACE OF ASPHALT COATED MATERIAL WITH A TRAFFIC ROLLER AS REQUIRED TO PRODUCE A REASONABLE DENSE MAT. 8.4 TACK COAT: UNLESS THE CONTRACT DOCUMENTS CALL FOR A SPECIFIC TYPE OR GRADE OF TACK COAT, USE UNDILUTED EMULSIFIED ASPHALT GRADES RS-1 OR RS-2 MEETING THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 916-4. HEAT RS-1 OR RS-2 TO A TEMPERATURE OF 140 TO 180° F [60 TO 82°C]. 8.5 APPLICATION OF PRIME COAT 8.5.1 GENERAL: CONTRACTOR SHALL CLEAN THE SURFACE TO BE PRIMED AND ENSURE THAT THE MOISTURE CONTENT OF THE BASE DOES NOT EXCEED 90% OF THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME MATERIAL IS BETWEEN 100 AND 150° F [40 AND 65° C]. APPLY THE MATERIAL WITH A PRESSURE DISTRIBUTOR. DETERMINE THE APPLICATION AMOUNT BASED ON THE CHARACTER OF THE SURFACE. USE AN AMOUNT SUFFICIENT TO COAT THE SURFACE THOROUGHLY AND UNIFORMLY WITH NO EXCESS. 8.5.2 RATE OF APPLICATION: CONTRACTOR SHALL USE A RATE OF APPLICATION THAT IS NOT LESS THAN 0.1 GAL/SQ.YD [0.5 L/SQ.M], UNLESS A LOWER RATE IS DIRECTED BY THE E.O.R. 8.6 APPLICATION OF PRIME COAT 8.6.1 WHERE REQUIRED: IN GENERAL THE E.O.R. WILL NOT REQUIRE A TACK COAT ON PRIMED BASES EXCEPT IN AREAS THAT HAVE BECOME EXCESSIVELY DIRTY AND CANNOT BE CLEANED, OR IN AREAS WHERE THE PRIME HAS CURED TO AN EXTENT THAT IT HAS LOST ALL BONDING EFFECT. GENERALLY, THE E.O.R. WILL REQUIRE A TACK COAT ON HOT BITUMINOUS BASE COURSE BEFORE PLACING THE SURFACE COURSE. 8.6.2 METHOD OF APPLICATION: CONTRACTOR SHALL APPLY THE TACK COAT WITH A PRESSURE DISTRIBUTOR EXCEPT THAT ON SMALL JOBS, IF APPROVED BY THE E.O.R., IT MAY BE APPPLIED BY OTHER MECHANICAL DEVICES OR BY HAND METHODS. HEAT THE BITUMINOIS MATERIAL TO A SUITABLE TEMPERATURE AS DESIGNATED BY THE E.O.R., AND APPLY IT IN A THIN, UNIFORM LAYER. 8.6.3 RATE OF APPLICATION: CONTRACTOR SHALL USE A RATE OF APPLICATION BETWEEN 0.02 AND 0.08 GAL/SQ.YD [0.09 AND 0.36 L/SQ.M]. 9. BITUMINOUS SURFACE TREATMENT (INCLUDING MINERAL SEAL COAT) 9.1 DESCRIPTION: CONTRACTOR SHALL CONSTRUCT A WEARING SURFACE OF SEPARATE APPLICATIONS OF BITUMINOUS MATERIAL COVEREED WITH AGGREGATE, EITHER IN SINGLE APPLICATIONS, DOUBLE (ALTERNATE) APPLICATIONS OR TRIPLE (ALTERNATE) APPLICATIONS 9.2 COMPOSITION AND PROPORTIONING: THE COMPOSITION AND PROPORTIONING FOR THE VARIOUS TYPES OF BITUMINOUS SURFACE TREATMENT AND FOR MINERAL SEAL COAT SHALL BE AS PER THE TABLES IN FDOT STANDARD SPECIFICATIONS SECTION 310-2. . 9.3 EQUIPMENT: 9.3.1 PRESSURE DISTRIBUTOR: CONTRACTOR SHALL PROVIDE A PRESSURE DISTRIBUTOR THAT IS EQUIPPED WITH PNEUMATIC TIRES HAVING A SUFFICIENT WIDTH OF RUBBER IN CONTACT WITH THE ROAD SURFACE TO AVOID BREAKING THE BOND OR FORMING A RUT IN THE SURFACE. ENSURE THAT THE DISTANCES BETTWEEN THE CENTRES OF OPENINGS OF THE OUTSIDE NOZZLES OF THE SPRAY BAR IS EQUAL TO THE WIDTH OF THE APPLICATION REQUIRED, WITHIN A ALLOWABLE VARIATION OF 2 INCHES [50 MM]. ENSURE THAT THE OUTSIDE NOZZLE AT EACH END OF THE SPRAY BAR HAS AN AREA OF OPENING NOT LESS THAN 25% OR MORE THAN 75% IN EXCESS OF THE OTHER NOZZLES. ENSURE THAT ALL NOZZLES HAVE UNIFORM OPENINGS. 9.3.2 SPREADING EQUIPMENT: CONTRACTOR SHALL PROVIDE SUFFICIENT TRUCKS AD AGGREGATE SPREADERS AT THE SITE OF THE WORK TO ENSURE CONTINUOUS SPREADING OF THE AGGREGATE ON THE UNCOVERED BITUMINOUS MATERIAL. USE A SPREADER OF THE MECHANICAL TYPE THAT IS SELF-SUPPORTED (TOWED) OR SELF-PROPELLED THAT IS CAPABLE OF PRODUCING A SMOOTH, UNIFORM DISTRIBUTION OF THE COVER MATERIAL. DO NOT USE SPREADERS OF THE TYPE ATTACHED DIRECTLY TO THE BACK OF THE TRUCK BODY (TAIL GATE SPREADERS). 11. TYPE S ASPHALT CONCRETE 11.1 DESCRIPTION: THE COMPOSITION AND PHYSICAL TEST PROPERTIES FOR ALL MIXES INCLUDING TYPE S ASPHALTIC CONCRETE (SI, SII AND SIII) ARE SHOWN IN FDOT STANDARD SPECIFICATIONS, TABLES 331-1 AND 331-2. 12. INLETS, MANHOLES, AND JUNCTION BOXES 12.1 DESCRIPTION: CONTRACTOR SHALL CONSTRUCT DROP INLETS, MANHOLES, JUNCTION BOXES, SHOULDER GUTTER INLETS, AND YARD DRAINS FROM REINFORCED CONCRETE. FURNISH AND INSTALL THE NECESSARY METAL FRAMES AND GRATINGS. ALSO, ADJUST THOSE STRUCTURES SHOWN IN THE PLANS TO BE ADJUSTED OR WHICH ARE REQUIRED TO BE ADJUSTED FOR THE SATISFACTORY COMPLETION OF THE WORK. 12.2 EXCAVATION: WHERE UNSUITABLE MATERIALS FOR FOUNDATIONS IS ENCOUNTERED, EXCAVATE THE UNSUITABLE MATERIAL AND BACKFILL WITH SUITABLE MATERIAL PRIOR TO CONSTRUCTING OR SETTING INLETS, MANHOLES AND JUNCTION BOXES. 12.3 PLACING PIPE: CONTRACTOR SHALL CONSTRUCT INLET AND OUTLET PIPES FROM THE SAME SIZE AND KIND AS THE CONNECTING PIPE SHOWN IN THE PLANS. EXTEND THE PIPES THROUGH THE WALLS FOR A DISTANCE BEYOND THE OUTSIDE SURFACE SUFFICIENT FOR THE INTENDED CONNECTIONS, AND CONSTRUCT THE CONCRETE AROUND THEM NEATLY TO PREVENT LEAKAGE AROUND THEIR OUTER SURFACE. KEEP THE INLET AND OUTLET PIPES FLUSH WITH THE INSIDE OF THE WALL. RESILIENT CONNECTORS MAY BE USED IN LIEU OF A MASONRY SEAL. 12.4 BACKFILLING: BACKFILLING OPERATIONS SHALL BE PERFORMED IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS SECTION 125, MEETING THE SPECIFIC REQUIREMENTS OF BACKFILLING AND COMPACTION AROUND INLETS, MANHOLES AND JUNCTION BOXES DETAILED IN 125-8.1 AND 125-8.2. DIVISION III- SUPPLEMENTAL NOTES 1. GENERAL NOTES 1.1 ACCOMMODATION: THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SHEDS AND STORES AND REMOVE THE SAME FROM SITE ON COMPLETION OF WORKS. NO STRUCTURE SHALL BE ERECTED ON SITE WITHOUT THE OWNER'S WRITTEN CONSENT. SUCH CONSENT WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF CITING TEMPORARY STRUCTURES CLEAR OF THE WORKS. 1.2 STANDARDS: ALL WORK SHALL BE CARRIED OUT IN CONFORMITY WITH SOUND MODERN ROAD MAKING PRACTICES IN WHICH THE CONTRACTOR OR ANY SUB-CONTRACTOR MUST HAVE CONSIDERABLE KNOWLEDGE AND EXPERIENCE. THE CONTRACTOR SHALL CARRY OUT THE WORK IN A DILIGENT AND ORDERLY MANNER. SUFFICIENT EQUIPMENT AND QUALIFIED PERSONNEL SHALL BE AVAILABLE TO ACCOMPLISH THE WORK AT ALL TIMES. A SUITABLE QUALIFIED PERSON SHALL BE CONTINUOUSLY IN CHARGE OF THE WORK. 1.3 SUPPLY OF WATER: THE CONTRACTOR SHALL ARRANGE FOR AN ADEQUATE SUPPLY OF FRESH WATER AT THE SITE, INCLUDING PROVISION OF ANY STORAGE TANKS, SO THAT SUFFICIENT FRESH WATER IS AVAILABLE FOR THE EXECUTION OF THE WORKS. 1.4 PROTECTION OF WORKS FROM WEATHER: THE CONTRACTOR SHALL CAREFULLY PROTECT FROM INJURY BY RAIN, HEAT OR INCLEMENT WEATHER ALL WORKS, WHICH MAY BE ADVERSELY AFFECTED THEREBY. 1.5 CLEANLINESS OF SITE: THE CONTRACTOR SHALL REMOVE ALL RUBBISH, DEBRIS, ETC. AS THEY ACCUMULATE ON THE SITE, AND CLEAN THE AREAS AS NECESSARY SO THAT THE SITE IS KEPT CLEAN AND TIDY DURING THE PROGRESS OF THE CONTRACT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ENSURING THAT NO EARTH, DEBRIS OR ROCK IS DEPOSITED ON PUBLIC OR PRIVATE RIGHTS OF WAY AS RESULT OF THE WORKS, INCLUDING ANY DEPOSITS ARISING FROM THE MOVEMENT OF PLANT. THE CONTRACTOR SHALL PROVIDE ALL FACILITIES AND LABOUR ARISING FROM COMPLIANCE WITH THIS CLAUSE. 1.6 REGULATIONS: THE CONTRACTOR SHALL: 1.6.1 ABIDE BY THE LAWS AND REGULATIONS OF THE UNITED STATES VIRGIN ISLANDS (USVI), PARTICULARLY WITH REGARD TO FIRE REGULATIONS AND SAFETY. 1.6.2 OBTAIN ALL NECESSARY PERMITS TO CUT DOWN TREES, BURN WASTE AND DEBRIS, AND ABIDE BY STIPULATION OF PERMITS. 2. EARTH WORKS 2.1 DEFINITIONS AND CLASSIFICATIONS: THE FOLLOWING DEFINITIONS OF EARTH WORKS MATERIAL SHALL APPLY TO THIS AND OTHER CLAUSES OF THE SPECIFICATION IN WHICH REFERENCE IS MADE TO THE DEFINED MATERIALS: A) 'TOP SOIL' SHALL COMPRISE ALL THAT CAN SUPPORT VEGETATION. B) 'SUITABLE MATERIAL' SHALL COMPRISE ALL THAT WHICH IS ACCEPTABLE IN ACCORDANCE WITH THE CONTRACT FOR USE IN THE WORKS AND WHICH IS CAPABLE OF BEING COMPACTED IN THE MANNER SPECIFIED IN THESE SPECIFICATIONS. C) 'UNSUITABLE MATERIAL' SHALL MEAN OTHER THAN SUITABLE MATERIAL AND SHALL INCLUDE: (I) MATERIAL FROM SWAMPS. (II) LOGS, STUMPS AND PERISHABLE MATERIAL. (III) MATERIALS SUSCEPTIBLE TO SPONTANEOUS COMBUSTION. CLAY OF LIQUID LIMIT EXCEEDING 80 % AND/OR PLASTICITY INDEX EXCEEDING 55 %. (D)'ROCK' SHALL MEAN A HARD NATURAL MATERIAL THAT NEEDS THE USE OF BLASTING OR PNEUMATIC TOOLS OR RIPPING FOR REMOVAL. (E)'CUT' IS DEFINED AS THE MATERIAL REQUIRED TO BE REMOVED TO ACHIEVE TO THE DESIGN ELEVATION (SUB-BASE GRADE). (F)'FILL' IS DEFINED AS THE MATERIAL REQUIRED TO BE PLACED IN ORDER TO ACHIEVE THE DESIGN ELEVATION. 2.2 EXCAVATION 2.2.1 THE EXCAVATION SHOWN ON THE DRAWINGS OR SPECIFIED BY THE OWNER'S REPRESENTATIVE SHALL BE CARRIED OUT TO SUCH LINES, LEVELS, DIMENSIONS AND SLOPES. EXCAVATION FACES SHALL BE NEATLY TRIMMED. 2.2.2 A TOLERANCE OF ONE INCH OVER OR UNDER THE DESIGN PROFILES MAY BE PERMITTED UNLESS OTHERWISE REQUIRED BY THE CONTRACT. 2.2.3 ANY EXCESS DEPTH EXCAVATED BELOW THE FORMATION PROFILE TOLERANCE SPECIFIED SHALL BE MADE GOOD BY BACK FILLING WITH SUITABLE MATERIAL OF SIMILAR CHARACTERISTICS TO THAT REMOVED, AND COMPACTED IN ACCORDANCE WITH THESE SPECFICATIONS. 2.2.4 THE SLOPES OF ALL CUTTINGS SHALL BE CLEARED OF ALL ROCK FRAGMENTS, WHICH MOVE WHEN PRIED BY A CROW BAR. 10. HOT BITUMINOUS MIXTURES 10.1 TRANSPORTATION OF THE MIXTURE: TRANSPORT THE MIXTURE IN TIGHT VEHICLES PREVIOUSLY CLEANED OF ALL FOREIGN MATERIAL. AFTER CLEANING, THINLY COAT THE INSIDE OF THE TRUCK BODIES WITH SOAPY WATER OR AN APPROVED EMULSION CONTAINING NOT MORE THAN 5% OIL. APPLY THE COATING PRIOR TO THE FIRST LOADING EACH DAY AND REPEAT AS NECESSARY THROUGHOUT THE DAY'S OPERATIONS. AFTER THE TRUCK BODIES ARE COATED AND BEFORE ANY MIXTURE IS PLACED THEREIN, RAISE THEM TO DRAIN OUT ANY EXCESS LIQUIDS. COVER EACH LOAD DURING COOL AND CLOUDY WEATHER AND AT ANY TIME THERE IS A PROBABILITY OF RAIN. 10.2 PREPARATION OF APPLICATION SURFACES 10.2.1 CLEANING: PRIOR TO THE LAYING OF THE MIXTURE, CLEAN THE SURFACE OF THE BASE OR THE PAVEMENT TO BE COVERED OF ALL LOOSE OR DELETERIOUS MATERIAL BY THE USE OF POWER BROOMS OR BLOWERS, SUPPPLEMENTED BY HAND BROOMING WHERE NECESSARY. 10.2.2 PATCHING AND LEVELING COURSES: WHEN AN ASPHALT MIX IS TO BE PLACED ON AN EXISTING PAVEMENT OR OLD BASE WHICH IS IRREGULAR, AND WHEREVER THE PLANS INDICATE, BRING THE EXISTING SURFACE TO PROPER GRADE AND CROSS SECTION BY THE APPLICATION OF PATCHING AND LEVELING COURSES. 10.2.3 APPLICATION OVER SURFACE TREATMENT: WHERE AN ASPHALT MIX IS TO BE PLACED OVER NEWLY CONSTRUCTED SURFACE TREATMENT, SWEEP AND DISPOSE OF ALL LOOSE MATERIAL FROM THE PAVING AREA. 10.2.4 COATING SURFACES OF CONTACTING STRUCTURES: PAINT ALL STRUCTURES WHICH WILL BE IN ACTUAL CONTACT WITH THE ASPHALT MIXTURE, WITH THE EXCEPTION OF THE VERTICAL FACES OF THE EXISTING PAVEMENTS AND CURBS OR CURB AND GUTTER, WITH A UNIFORM COATING OF ASPHALT CEMENT TO PROVIDE A CLOSELY BONDED, WATER-TIGHT JOINT. 10.3 PLACING MIXTURE 10.3.1 ALIGNMENT OF EDGES: LAY ALL ASPHALTIC CONCRETE MIXTURES, INCLUDING LEVELING COURSES OTHER THAN ADJACENT TO CURB AND GUTTER AND OTHER TRUE EDGES, BY THE STRINGLINE METHOD TO OBTAIN AN ACCURATE, UNIFORM ALIGNMENT OF THE PAVEMENT EDGE. 10.3.2 TEMPERATURE OF SPREADING: THE CONTRACTOR SHALL MAINTAIN THE TEMPERATURE OF THE MIX AT THE TIME OF SPREADING TO WITHIN +/- 24° F [+/- 14° C] OF THE ESTABLISHED MIX TEMPERATURE ESTABLISHED BY THE CONTRACTOR. AS A MINIMUM, THE ENGINEER WILL TAKE MIX TEMPERATURES OF THE MIX ON THE ROAD IN AN AVERAGE FREQUENCY OF ONE PER FIVE TRUCKS. IF THE TEMPERATURE FAILS TO FALL WITHIN SPECIFIED TOLERANCE CORRECTIVE ACTION MAY NEED TO BE TAKEN. 10.3.3 RAIN AND SURFACE CONDITIONS: IMMEDIATELY CEASE TRANSPORTATION OF ASPHALT MIXTURES FROM THE PLANT WHEN RAIN BEGINS AT THE ROADWAY. DO NOT PLACE ASPHALT MIXES WHILE RAIN IS FALLING, OR WHEN THERE IS WATER ON THE SURFACE TO BE COVERED. AS AN EXCEPTION, THE CONTRACTOR MAY PLACE MIXTURES CAUGHT IN TRANSIT AT THE CONTRACTOR'S RISK IF THE ONLY OPTION IS TO WASTE THE MIXTURE AND PROVIDED THE SURFACE HAS BEEN TACKED AS REQUIRED PRIOR TO THE RAIN AND THE SURFACE IS BROOMED IN FRONT OF THE SPREADING OPERATION. 10.4 COMPACTING MIXTURE 10.4.1 STANDARD ROLLING PROCEDURE: CONTRACTOR SHALL MEET THE FOLLOWING EQUIPMENT, SEQUENCE , AND COVERAGE REQUIREMENTS: 1. SEAL ROLLING: PROVIDE TWO COVERAGES WITH A TANDEM STEEL-WHEELED ROLLER (EITHER VIBRATORY OR STATIC), WEIGHING 5 TO 12 TONS [4.5 TO 11 METRIC TONS], FLOOLWING AS CLOSE BEHIND THE SPREADER AS POSSIBLEWITHOUT PICK-UP, UNDUE DISPLACEMENT OR BLISTERING OF THE MATERIAL. USE VIBRATORY ROLLERS IN THE STATIC MODE FOR LAYERS OF 1 INCH [25MM] OR LESS IN THICKNESS. V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 6. STABILIZING 6.1 DESCRIPTION: STABILIZE DESIGNATED PORTIONS OF THE ROADBED TO PROVIDE A FIRM AND UNYIELDING SUBGRADE, HAVING THE REQUIRED BEARING VALUE SPECIFIED IN THE PLANS. WHEN SPECIFIED IN THE PLANS, PROVIDE ADDITIONAL STRENGTHENING OF THE SUBBASE BY ADDITIONAL STABILIZING OF THE UPPER PORTION OF THE PREVIOUSLY STABILIZED SUBGRADE, WITHIN THE LIMITS SPECIFIED. 6.2 MAXIMUM PARTICLE SIZE OF MIXED MATERIALS: AT THE COMPLETION OF THE MIXING, ENSURE THAT THE GRADATION OF THE MATERIAL WITHIN THE LIMITS OF THE AREA BEING STABILIZED IS SUCH THAT 97% WILL PASS A 3 1/2" (90MM) SIEVE AND THAT THE MATERIAL DOES NOT HAVE A PLASTICITY INDEX GREATER THAN EIGHT OR LIQUID LIMIT GREATER THAN THIRTY. 6.3 DENSITY REQUIREMENTS: WITHIN THE ENTIRE LIMITS OF THE WIDTH AND DEPTH OF THE AREAS TO BE STABILIZED, OBTAIN A MAXIMUM DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T180. 7. GRANULAR BASE 7.1 MATERIALS: MATERIALS SHALL MEET THE REQUIREMENTS OF THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) STANDARD. THE CONTRACTOR MAY USE MORE THAN ONE SOURCE OF GRANULAR BASE ON A SINGLE CONTRACT PROVIDED THAT A SINGLE SOURCE IS USED THROUGHOUT THE ENTIRE WIDTH AND DEPTH OF A SECTION OF BASE. OBTAIN APPROVAL FROM THE E.O.R. BEFORE PLACING MATERIAL FROM MORE THAN ONE SOURCE. 7.2 METHOD OF SPREADING: CONTRACTOR SHALL SPREAD THE ROCK UNIFORMLY. REMOVE ALL SEGREGATED AREAS OF FINE OR COURSE ROCK AND REPLACE THEM WITH PROPERLY GRADED ROCK. 7.3 GRANULAR BASE FOR SHOULDER PAVEMENT: UNLESS OTHERWISE PERMITTED, CONTRACTOR SHALL COMPLETE ALL GRANULAR BASE SHOULDER CONSTRUCTION AT ANY PARTICULAR LOCATION BEFORE PLACING THE FINAL COURSE OF PAVEMENT ON THE TRAVELED ROADWAY. WHEN DUMPING MATERIAL FOR THE CONSTRUCTION OF A GRANULAR BASE ON THE SHOULDERS, DO NOT ALLOW MATERIAL CAPABLE OF SCARRING OR CONTAMINATING THE PAVEMENT SURFACE ON THE ADJACENT PAVEMENT. IMMEDIATELY SWEEP OFF ANY GRANULAR MATERIAL THAT IS DEPOSITED ON THE SURFACE COURSE. 7.4 DENSITY REQUIREMENTS: WHEN PROPER MOISTURE CONDITIONS ARE OBTAINED, COMPACT MATERIAL TO NOT LESS THAN 98% OF MAXIMUM DENSITY DETERMINED BY AASHTO T180. COMPACT THE GRANULAR BASE FOR SHOULDER PAVEMENT TO NOT LESS THAN 95% OF MAXIMUM DENSITY DETERMINED BY AASHTO T180. 7.5 PRIMING: CONTRACTOR SHALL APPLY THE PRIME COAT ONLY WHEN THE BASE MEETS THE SPECIFIED DENSITY REQUIREMENTS AND WHEN THE MOISTURE CONTENT IN THE TOP HALF OF THE BASE DOES NOT EXCEED 90% OF THE OPTIMUM MOISTURE OF THE BASE MATERIAL. AT THE TIME OF PRIMING ENSURE THAT THE BASE IS FIRM, UNYIELDING AND IN SUCH CONDITION THAT NO UNDUE DISTORTION WILL OCCUR. 7.6 MAINTAINING: MAINTAIN THE TRUE CROWN AND TEMPLATE, WITH NO RUTTING OR OTHER DISTORTION WHEN APPLYING THE SURFACE COURSE. 9.3.3 ROLLERS: CONTRACTOR SHALL PROVIDE ROLLERS THAT ARE 3 TO 5 TON [2.7 TO 4.5 METRIC TON] STEEL-TIRED OR COMBINATION STEEL AND RUBBER-TIRED, ROLLERS AND SELF-PROPELLED, PNEUMATIC-TIRED TRAFFIC TYPE ROLLERS THAT ARE EQUIPPED WITH AT LEAST SEVEN SMOOTH-TREAD, LOW-PRESSURE TIRES AND CAPABLE OF CARRYING A LOAD OF AT LEAST 8 TONS [7 METRIC TONS]. MAINTAIN THE INFLATION IN THE TIRES SUCH THAT IN NO TWO TIRES THE AIR PRESSURE VARIES MORE THAN 5 PSI [35 KPA]. LOAD THE TRAFFIC LOADER AS DIRECTED BY THE E.O.R. 9.4 APPLICATION OF BITUMINOUS MATERIAL: 9.4.1 DISTRIBUTOR PRESSURE: AFTER CLEANING THE SURFACE TO BE TREATED TO THE SATISFACTION OF THE E.O.R. ,THE CONTRACTOR SHALL UNIFORMLY SPRAY THE BITUMINOUS MATERIAL OVER THE SURFACE BY MEANS OF A PRESSURE DISTRIBUTOR. WHEN A SURFACE CONSTRUCTED UNDER THIS SECTION IS ON A PAVED SHOULDER, USE A STRINGLINE OR OTHER APPROVED METHOD TO PRODUCE A UNIFORM LINE ALONG THE EDGE OF THE APPLIED BITUMINOUS MATERIAL ADJACENT TO THE TRAFFIC LANES. USE A DISTRIBUTOR THAT MAINTAINS A PRESSURE OF AT LEAST 20 PSI [140 KPA] AND 75 PSI [520 KPA]. 9.4.2 APPLICATION TEMPERATURES: FOR ASPHALT CEMENT, MAINTAIN AN APPLICATION TEMPERATURE BETWEEN 300 AND 350° F [150 AND 175° C]. FOR EMULSIFIED ASPHALT MAINTAIN AN APPLICATION TEMPERATURE BETWEEN 100 AND 170° F [38 AND 75° C]. FOR CUT-BACK ASPHALT, MAINTAIN AN APPLICATION TEMPERATURE BETWEEN 175 AND 275° F [80 AND 135° C]. 9.4.3 UNIFORMITY OF DISTRIBUTION: CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS TO OBTAIN AN EVEN AND UNIFORM DISTRIBUTIOIN OF BITUMINOUS MATERIAL, AND ADJUST AND OPERATE THE DISTRIBUTOR SO AS TO MAINTAIN UNIFORM, EVEN DISTRIBUTION OF THE MATERIAL BEING APPLIED. IMMEDIATELY REMOVE EXCESSIVE DEPOSITS OF BITUMINOUS MATERIAL UPON THE ROAD SURFACE CAUSED BY STOPPING AND STARTING THE DISTRIBUTOR, BY LEAKAGE OR OTHERWISE. 9.5 SPREADING COVER MATERIAL 9.5.1 SPREADING: SPREAD THE COVER MATERIAL IMMEDIATELY FOLLOWING EACH APPLICATION OF BITUMINOUS MATERIAL. UNIFORMLY DISTRIBUTE THE COVER MATERIAL OVER THE BITUMINOUS SURFACE IN ONE, TWO, OR THREE COURSES AS SPECIFIED. PERFORM SPREADING USING APPROVED MECHANICAL SPREADERS. USING ONLY DIRVERS EXPERIENCED IN THIS TYPE OF WORK FOR DRIVING THE SPREADERS. DO NOT DRIVE TRUCKS OR SPREADERS ON THE UNCOVERED BITUMINOUS MATERIAL. 9.5.2 BROOMING AND DRESSING: IMMEDIATELY AFTER EACH APPLICATION OF COVER MATERIAL, BROOM THE SURFACE IN ORDER TO SECURE A UNIFORM DISTRIBUTION OF COVER MATERIAL AND A SMOOTH SURFACE. PLACE ADDITIONAL AGGREGATE BY HAND ON ANY AREAS NOT PROPERLY COVERED. 9.6 ROLLING AND CURING 9.6.1 GENERAL REQUIREMENTS: IMMEDIATELY AFTER THE SPREADING AND DRAGGING OF EACH APPLICATION OF COVER MATERIAL, ROLL THE ENTIRE SURFACE. BEGIN ROILLING WITHIN 30 MINUTES AFTER SPREADING OF THE COVER MATERIAL. BEGIN ROLLING AT THE EDGES AND PROGRESS TO THE CENTRE OF THE SURFACE, UNIFORMLY LAPPING EACH PRECEDING PASS AND THOROUGHLY COVERING THE ENTIRE SURFACE. DURING ROLLING, PERFORM ADDITIONAL DRAGGING AND HANDBROOMING AS SPECIFIED ABOVE. FIRST ROLL THE ENTIRE SURFACE WITH A TRAFFIC ROLLER, FOLLOWED IMMEDIATELY WITH A STEEL-WHEELED ROLLER. COVER THE ENTIRE SURFACE WITH A STEEL-WHEELED ROLLER. THEN, ROLL THE COVER MATERIAL AGAIN WITH THE TRAFFIC ROLLER. CONTINUE THE ROLLING AS LONG AS IS NECESSARY TO ENSURE THE THOROUGH KEYING OF THE COVER MATERIAL AND TO SECURE A UNIFORMLY CLOSED SURFACE. 9.6.2 SHOULDER PAVEMENT: FOR BITUMINOUS SURFACE-TREATED SHOULDER PAVEMENT, THE E.O.R. MAY REQUIRE ADDITIONAL ROLLING AS HE DEEMS NECESSARY TO COMPENSATE FOR THE LACK OF SUBSEQUENT ROLLING BY HIGHWAY TRAFFIC. 9.7 SURFACE REQUIREMENTS: CONTRACTOR SHALL PROVIDE A FINISHED SURFACE THAT IS UNIFORM AND CONFORMS TO THE LINES, GRADES AND CROSS SECTIONS SHOWN IN THE PLANS. REMOVE ALL PORTIONS OF THE COMPLETED SURFACE THAT ARE DEFECTIVE, ARE NOT PROPERLY FINISHED, HAVE FAT JOINTS, OR ARE NOT IN REASONABLY CLOSE CONFORMANCE WITH THESE SPECIFICATIONS, AND REPLACE THEM WITH A SATISFACTORY SURFACE. 9.8 PROTECTION: AFTER APPLYING THE BITUMINOUS MATERIAL, THE CONTRACTOR SHALL PREVENT TRAFFIC FROM USING THE ROAD UNTIL PLACING AND THOROUGHLY ROLLING THE COVER MATERIAL. IF POSSIBLE COMPLETE THE TRAFFIC OFF THE FINISHED SURFACE FOR AT LEAST 48 HOURS AFTER COMPLETING FINISHING 2. INTERMEDIATE ROLLING: PROVIDE FIVE COVERAGES WITH A SEFL-PROPELLED PNEUMATIC-TIRED ROLLER, FOLLOWING AS CLOSE BEHIND THE SEAL ROLLNG OPERATION AS THE MIX WILL PERMIT. 3. FINAL ROLLING: PROVIDE ONE COVERAGE WITH A TANDUM STEEL-WHEELED ROLLER (STATIC MODE ONLY), WEIGHING 5 TO 12 TONS [4.5 TO 11 METRIC TONS], AFTER COMPLETING THE SEAL ROLLING AND INTERMEDIATE ROLLING, BUT BEFORE THE SURFACE PAVEMENT TEMPERATURE DROPS BELOW 160° F [70°C]. 10.4.2 ROLLING PROCEDURES: ENSURE THAT THE INITIAL ROLLLING IS LONGITUDINAL. WHERE THE LANE BEING PLACED IS ADJACENT TO A PREVIOUSLY PLACED LANE, PINCH OR ROLL THE CENTRE JOINT PRIOR TO ROLLING THE REST OF THE LANE. ROLL ACROSS THE MAT, OVERLAPPING THE ADJACENT PASS BY AT LEAST 6 INCHES [150 MM]. ROLL SLOWLY ENOUGH TO AVOID DISPLACEMENT OF THE MIXTURE AND CORRECT ANY DISPLACEMENT AT ONCE BY THE USE OF RAKES AND THE ADDITION OF FRESH MIXTURE AS REQUIRED. 10.4.3 SPEED OF ROLLING: OPERATE THE SELF-PROPELLED, PNEUMATIC-TIRED ROLLER AT THE SPEED OF 6 TO 10 MPH [10 TO 16 KM/H]. FOR EACH ROLLER DO NOT EXCEED AN AREA OF COVERAGE OF 3,000 SQ.YD/H [2,500 SQ.M/H]. 10.4.4 CORRECTING DEFECTS: CONTRACTOR SHALL NOT ALLOW ROLLERS TO DEPOSIT GASOLINE, OIL, OR GREASE ONTO THE PAVEMENT. REMOVE OR REPLACE ANY AREAS DAMAGED BY SUCH DEPOSITS AS DIRECTED BY THE E.O.R.REMOVE AND REPLACE ANY MIXTURE REMAINING UNBONDED AFTER ROLLING. CORRECT ALL DEFECTS PRIOR TO LAYING THE SUBSEQUENT COURSE. C002 GENERAL NOTES D) A TAMPING ROLLER, FOR THE PURPOSE OF THIS SPECIFICATION, IS A MACHINE WITH A ROLL OR ROLLS FROM WHICH 'FEET' PROJECT. THE PROJECTED END AREA OF EACH FOOT SHALL EXCEED 0.11SQ.FT AND THE SUM OF THE AREAS OF FEET SHALL EXCEED 15 PER CENT OF THE AREA OF THE CYLINDER SWEPT BY ENDS OF THE FEET. THE REQUIREMENTS FOR TAMPING ROLLERS APPLY TO MACHINES THAT HAVE 2 ROLLS IN TANDEM. IF ONLY ONE TAMPING ROLL TRAVERSES EACH POINT ON THE SURFACE OF THE LAYER ON ANY ONE PASS OF THE MACHINE, THE MINIMUM NUMBER OF PASSES SHALL BE TWICE THE NUMBER GIVEN IN TABLE 2.1 E) FOR PNEUMATIC-TYRED ROLLERS MASS PER WHEEL IS THE TOTAL MASS OF THE ROLLER DIVIDED BY THE NUMBER OF WHEELS. V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 2.2.5 CONSTRUCTION TRAFFIC SHALL NOT USE ANY ROAD FORMATION AT THE BOTTOM OF A CUTTING UNLESS THE CUTTING IS IN ROCK OR THE CONTRACTOR MAINTAINS THE LEVEL OF THE BOTTOM SURFACE AT LEAST 1 FOOT ABOVE FORMATION LEVEL. THE CONTRACTOR AT HIS OWN EXPENSE SHALL REPAIR ANY DAMAGE TO THE SUB-GRADE ARISING FROM SUCH USE OF THE SURFACE. 2.3 PREPARATION OF FILL AREAS: UNLESS OTHERWISE REQUIRED BY THE CONTRACT THE NATURAL GROUND OVER WHICH FILLING IS TO BE PLACE SHALL BE CLEARED OF ALL LOOSE BOULDERS, GRASS, PRODUCTIVE SOIL, BUSHES, TREES, ROOTS AND OTHER VEGETATION. NO FILLING MATERIAL SHALL BE PLACED UNTIL ALL WATERCOURSES HAVE BEEN DIVERTED OR UNDER DRAINED. ALL POTHOLES OR CAVITIES DISCOVERED SHALL BE OPENED UP, FILLED AND COMPACTED BEFORE ANY FILLING TAKES PLACE. 2.4 FORMING OF EMBANKMENTS: ALL FILLING MATERIAL SHALL BE OBTAINED FROM APPROVED BORROW AREAS OR FROM OTHER SOURCES APPROVED BY THE PROJECT ENGINEER. 2.4.1 EMBANKMENTS SHALL BE FORMED OF MATERIAL DEFINED AS SUITABLE MATERIAL IN CLAUSE 4.1 THE MATERIAL SHALL BE DEPOSITED AND COMPACTED AS SOON AS PRACTICABLE AFTER EXCAVATION IN ACCORDANCE WITH CLAUSE 4.7. EMBANKMENTS SHALL BE BUILT UP EVENLY OVER THE FULL WIDTH AND SHALL BE MAINTAINED AT ALL TIMES WITH A SURFACE OF SUFFICIENT CAMBER AND SUFFICIENTLY EVEN TO ENABLE SURFACE WATER TO DRAIN READILY FROM THEM. DAMAGE TO COMPACTED LAYERS BY CONSTRUCTION TRAFFIC SHALL BE REPAIRED BY THE CONTRACTOR. 2.4.2 THE EXISTING GROUND BELOW EMBANKMENT AREAS SHALL BE CLEARED AS SPECIFIED IN 2.4, AND THEN RIPPED TO A DEPTH OF TWELVE INCHES (12") BELOW EXISTING GROUND LEVEL. THE RIPPED ROCK SHALL THEN BE WELL WALKED IN UNTIL IT WILL PASS A 4" GAUGE AND THOROUGHLY COMPACTED IN ACCORDANCE WITH TABLE 2.1. 2.4.3 ROCK USED, AS FILL SHALL BE OF SUCH SIZE THAT IT CAN BE DEPOSITED IN HORIZONTAL LAYERS, EACH NOT EXCEEDING 18 INCHES LOOSE DEPTH AND EXTENDING OVER THE FULL WIDTH OF THE EMBANKMENTS. MATERIALS SHALL BE SPREAD AND LAID BY A CRAWLER TRACTOR WEIGHING NOT LESS THAN 15 TONS AND COMPACTED IN ACCORDANCE WITH CLAUSE 3.2. EACH LAYER SHALL CONSIST OF REASONABLY GRADED ROCK AND ALL SURFACE VOIDS SHALL BE FILLED WITH BROKEN FRAGMENTS BEFORE THE NEXT LAYER IS PLACED. THE TOP SURFACE AND SIDE SLOPES OF EMBANKMENTS SO FORMED SHALL BE THOROUGHLY BLINDED WITH APPROVED FINE GRADED MATERIALS TO SEAL THE SURFACE. 2.4.4 IF THE CONTRACTOR WISHES TO CONTINUE TO USE THE SURFACE OF EMBANKMENTS FOR CONSTRUCTION TRAFFIC BEFORE TRIMMING TO FORMATION LEVEL HE SHALL BRING UP AND MAINTAIN THE SURFACE TO A LEVEL NOT LESS THAN 6 INCHES ABOVE FORMATION LEVEL. ANY DAMAGE TO THE SUBGRADE CAUSE BY THE USE OF SUCH SURFACE SHALL BE MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE. 2.5 COMPACTION ALL MATERIAL SHALL BE COMPACTED AS SOON AS PRACTICABLE AFTER DEPOSITION. THE PERCENTAGE COMPACTION SHALL EQUAL OR EXCEED 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. AS A GUIDELINE TABLE 2.1 GIVES COMPACTION REQUIREMENTS FOR TYPES OF EQUIPMENT, DEPTH OF LAYER AND NUMBER OF PASSES. LISTED BELOW ARE THE DEFINITIONS AND CLASSIFICATIONS ASSOCIATED WITH TABLE 2.1 TABLE 2.1 COMPACTION REQUIREMENTS D= MAXIMUM DEPTH OF COMPACTED LAYER (INCHES) N= MINIMUM NUMBER OF PASSES _________________________________________________________________ TYPE OF CATEGORY UNIFORMLY COMPACTION GRADED PLANT MATERIAL _________________________________________________________________ MASS PER YD WIDTH OF ROLL: D N _________________________________________________________________ SMOOTH- OVER 0.71T UP TO 0.91T 5 10* WHEELED OVER 0.91T UP TO 1.80T 5 8* ROLLER OVER 1.81T UNSUITABLE _________________________________________________________________ GRID ROLLER OVER 0.91T UP TO 1.81T 6 10* OVER 1.81T UP TO 1.82T UNSUITABLE OVER 1.82T UNSUITABLE _________________________________________________________________ TAMPING OVER 4.41T 10 4 ROLLER _________________________________________________________________ VIBRATING MASS PER YARD WIDTH OF A ROLLER VIBRATING ROLL: OVER 0.09T UP TO 0.15T 6 16 OVER 0.15T UP TO 0.24T 6 12 OVER 0.24T UP TO 0.44T 6 6 OVER 0.44T UP TO 0.60T 8 10* OVER 0.60T UP TO 0.77T 9 12* OVER 0.77T UP TO 0.97T 10 10* OVER 0.97T UP TO 1.21T 11 8* OVER 1.21T UP TO 1.44T 12 8* OVER 1.44T UP TO 1.68T 12 6* OVER 1.68T 12 4* _________________________________________________________________ 2.6 NOTES TO TABLE 2.1 A) THE DEPTH OF COMPACTED LAYER IS THE HEIGHT BY WHICH THE EMBANKMENT IS RAISED BY EACH SUCCESSIVE COMPACTED LAYER. B) THE NUMBER OF PASSES IS THE NUMBER OF TIMES THAT EACH POINT ON THE SURFACE OF THE LAYER BEING COMPACTED HAS BEEN TRAVERSED BY THE ITEM OF COMPACTION PLANT. C) THE COMPACTIVE EFFORT OF EACH COMPACTOR IS A FUNCTION OF THE MASS OF THE MACHINE AND THE COMPACTION PLANT IN TABLE 2.1 IS LISTED IN TERMS OF THEIR MASSES. THE MASS PER YARD WIDTH OF ROLL IS THE TOTAL MASS ON THE ROLL DIVIDED BY THE TOTAL ROLL WIDTH. WHERE A SMOOTH-WHEELED ROLLER HAS MORE THAN ONE AXLE. THE MACHINE SHALL BE ASSESSED ON THE BASIS OF THE AXLE GIVING THE HIGHEST VALUE OF MASS PER YARD WIDTH. F) IN ASSESSING THE NUMBER OF PASSES OF PNEUMATIC-TYRED ROLLER THE EFFECTIVE WIDTH SHALL BE THE SUM OF THE WIDTHS OF THE INDIVIDUAL WHEEL TRACKS TOGETHER WITH THE SUM OF THE SPACING NOT EXCEEDING 10 INCHES. WHERE THE SPACING EXCEEDS 10 INCHES THE EFFECTIVE WIDTH SHALL BE THE SUM OF THE WIDTHS OF THE INDIVIDUAL WHEEL TRACKS ONLY. G) VIBRATING ROLLERS ARE SELF-PROPELLED OR TOWED SMOOTH WHEELED ROLLERS HAVING MEANS OF APPLYING MECHANICAL VIBRATION TO ONE OR MORE ROLLS. H) THE REQUIREMENTS FOR VIBRATING ROLLERS ARE BASED ON THE USE OF THE LOWEST GEAR ON A SELF-PROPELLED MACHINE WITH MECHANICAL TRANSMISSION AND A SPEED OF 0.93 -1.55 MPH FOR A TOWED MACHINE, OR A SELF-PROPELLED MACHINE WITH HYDROSTATIC TRANSMISSION. IF HIGHER GEAR SPEEDS ARE USED AN INCREASED NUMBER OF PASSES SHALL BE PROVIDED IN PROPORTION TO THE INCREASE ON SPEED TO TRAVEL. I) WHERE THE MECHANICAL VIBRATING IS APPLIED TO TWO ROLLS IN TANDEM, THE MINIMUM NUMBER OF PASSES SHALL BE HALF THE NUMBER GIVEN IN TABLE 2.1 FOR THE APPROPRIATE MASS PER YARD WIDTH OF THE ONE VIBRATING ROLL. IF ONE ROLL DIFFERS IN MASS PER YARD WIDTH FROM THE OTHER THE NUMBER OF PASSES SHALL BE CALCULATED AS FOR THE ROLL WITH THE SMALLEST VALUE. ALTERNATIVELY THE MACHINE MAY BE TREATED AS HAVING A SINGLE VIBRATING ROLL MISSING LINE WITH THE HIGHER VALUE. J) VIBRATING TYPE ROLLERS OPERATING WITHOUT VIBRATION WILL BE CLASSIFIED AS SMOOTH-WHEELED ROLLERS. K) VIBRATING ROLLERS SHALL BE OPERATED WITH THEIR VIBRATORY MECHANISM OPERATING ONLY AT THE FREQUENCY OF VIBRATION RECOMMENDED BY THE MANUFACTURERS. ALL SUCH ROLLERS SHALL BE EQUIPPED OR PROVIDED WITH A DEVICE AUTOMATICALLY INDICATING THE FREQUENCY AT WHICH THE MECHANISM IS OPERATING. L) VIBRATING-PLATE COMPACTORS ARE MACHINES HAVING A BASE PLATE TO WHICH IS ATTACHED A SOURCE OF VIBRATION CONSISTING OF ONE OR TWO ECCENTRICALLY WEIGHTED SHAFTS. M) THE MASS PER UNIT AREA OF BASE-PLATE OF A VIBRATING PLATE COMPACTOR IS CALCULATED BY DIVIDING THE TOTAL MASS OF THE MACHINE IN IT'S WORKING CONDITION BY IT'S AREA IN CONTACT WITH COMPACTED SOIL. N) VIBRATING-PLATE COMPACTORS SHALL BE OPERATED AT THE FREQUENCY OF VIBRATION RECOMMENDED BY THE MANUFACTURERS. THEY SHALL NORMALLY BE OPERATED AT TRAVELLING SPEEDS OF LESS THAN 0.62MPH BUT IF HIGHER SPEEDS ARE NECESSARY THE NUMBER OF PASSES SHALL BE INCREASED IN PROPORTION TO THE INCREASE IN SPEED OF TRAVEL. O) VIBRO-TAMPERS ARE MACHINES IN WHICH AN ENGINE-DRIVEN RECIPROCATING MECHANISM ACTS ON A SPRING SYSTEM THROUGH WHICH OSCILLATIONS ARE SET UP IN A BASE-PLATE. P) POWER RAMMERS ARE MACHINES, WHICH ARE ACTUATED BY EXPLOSIONS IN AN INTERNAL COMBUSTION CYLINDER, EACH EXPLOSION BEING CONTROLLED MANUALLY BY THE OPERATOR. Q) IN THE CASE OF POWER RAMMERS AND DROPPING WEIGHT COMPACTORS ONE PASS WILL BE CONSIDERED AS MADE WITH THE COMPACTING SHOE HAS MADE ON STRIKE ON THE AREA IN QUESTION. R) FOR ITEMS MARKED * THE ROLLERS SHALL BE TOWED BY TRACK LAYING TRACTORS. SELF-PROPELLED ROLLERS ARE UNSUITABLE. S) WHERE COMBINATIONS OF DIFFERENT TYPES OF CATEGORIES OF PLANT ARE USED, THE COMPACTION REQUIREMENTS SHALL BE DECIDED UPON BY THE PROJECT ENGINEER, IN ACCORDANCE WITH TABLE 2.1. 2.7 SUB-GRADE AT SECTIONS TO BE RECONSTRUCTED OR WHERE CUTTING IS REQUIRED, THE EXISTING FORMATION SHALL BE SCARIFIED TO A DEPTH OF 6" BELOW FORMATION LEVEL. THE SCARIFIED MATERIAL SHALL THEN BE SHAPED AND ROUGH GRADED, WATERED AND COMPACTED IN ACCORDANCE WITH TAB 6.1 AFTER HARD PLANNING TO ACHIEVE THE REQUIRED CROSS-FALL A FURTHER ROLLING OF ANY LOOSE MATERIAL SHALL BE CARRIED OUT UNTIL A SMOOTH SURFACE LAYER IS ACHIEVED, EXCEPT FOR VERGES. THEY SHALL BE LEFT WITH A ROUGH SURFACE TO RECEIVE THE SUBSEQUENT BASE LAYER. 2.8 BACKFILLING TO RETAINING WALLS BACKFILL TO RETAINING WALLS SHALL BE PLACED IN LAYERS NOT EXCEEDING NINE INCHES (9") THICK AND THOROUGHLY, BUT NOT EXCESSIVELY, COMPACTED. IF NECESSARY THE MATERIAL SHALL BE WATERED. 2.9 SETTLEMENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING GOOD TO THE SATISFACTION OF THE PROJECT ENGINEER ALL SETTLEMENT IN FILLING AND IN BACKFILLING THAT MAY OCCUR UP TO THE END OF THE PERIOD OF MAINTENANCE. 2.10 EARTHWORK TO BE KEPT FREE OF WATER THE CONTRACTOR SHALL PROVIDE WHERE NECESSARY TEMPORARY WATER COURSE, DITCHES, DRAINS, PUMPING OR OTHER MEANS OF MAINTAINING THE EARTHWORKS FREE OF WATER. SUCH WORK SHALL INCLUDE CARRYING OUT THE WORK OF FORMING THE CUTTINGS AND EMBANKMENTS IN SUCH A MANNER THAT THEIR SURFACES HAVE AT ALL TIMES A SUFFICIENT MINIMUM CROSS FALL AND, WHERE PRACTICABLE, A SUFFICIENT LONGITUDINAL GRADIENT TO ENABLE THEM TO SHED WATER AND PREVENT PONDING. 3 ROAD WORK 3.1 ALL MATERIAL WITHIN THE ROAD ALLOWANCE SHALL BE COMPACTED TO THE SATISFACTION OF THE PROJECT ENGINEER. 3.2 MINIMUM ACCEPTABLE COMPACTION REQUIREMENTS SHALL BE AS FOLLOWS: 3.2.1 ROAD SUB-GRADE 24" BELOW ROAD SUB-BASE OR GREATER: 95% STANDARD PROCTOR DENSITY 3.2.2 ROAD SUB-GRADE LESS THAN 24" BELOW ROAD SUB-BASE: 98% STANDARD PROCTOR DENSITY 3.2.3 ROAD SUB-BASE & BASE: 100% STANDARD PROCTOR DENSITY D. ASPHALT BASE OR SURFACE COURSE: 97% OF MIX DESIGN DENSITY REGARDLESS OF DEPTH OF ASPHALT BEING PLACED. 3.3. SUB-GRADE PREPARATION: THE ENTIRE ROAD RESERVATION SHALL BE RIPPED ALL OVER TO A DEPTH OF 6" BELOW FORMATION LEVEL; THE RIPPED STONE SHALL THEN BE WELL WALKED IN UNTIL ALL PASS A 4" SCREEN. THE RIPPED STONE SHALL THEN BE ROUGH GRADED, SHAPED, WATERED AND THOROUGHLY COMPACTED TO AT LEAST 95% STANDARD PROCTOR DENSITY. A FURTHER ROLLING OF ANY LOOSE MATERIAL SHALL BE CARRIED OUT UNTIL A SMOOTH SURFACE IS ACHIEVED. 3.4 WHERE UNSTABLE OR ORGANIC SOIL IS FOUND TO EXIST BELOW THE PROPOSED ROAD SUB-BASE, ALL SUCH SOIL AND MATERIAL SHALL BE REMOVED TO A MINIMUM DEPTH OF 4' BELOW FINISH GRADE AND REPLACED WITH APPROVED MATERIAL AS DIRECTED BY THE PROJECT ENGINEER. 3.5 SUB-BASE AND BASE PREPARATION: CLEAN WELL-GRADED STONE FILL PASSING 2" MESH SHALL BE PLACED IN TWO LAYERS OF 4" EACH AND SEPARATELY COMPACTED TO SPECIFIED DENSITY AND PROPER CROSS FALL 3.6 ASPHALT COURSE: FLORIDA TYPE S-I AND S-III SPECIFICATION, AS PER FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION 1982. A 1 12" STRUCTURAL COURSE AND A 34" SURFACE/FRICTION COURSE SHALL BE PLACED AND COMPACTED ACCORDING TO SPECIFIED DENSITY AND PROPER CROSS FALL. C003 EXISTING CONDITION PLAN V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 SILT FENCE C004 STORMWATER POLLUTION PREVENTION PLAN & DETAILS V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 GRAVEL CONSTRUCTION ENTRANCE AND WASH DOWN AREA N:845836.91 E:1149461.61 N:845625.33 E:1149462.20 N:845725.20 E:1149647.64 N:845728.46 E:1149320.83 N:845754.54 E:1149363.83 N:845674.65 E:1149376.32 N:845851.59 E:1149544.87 N:845836.96 E:1149564.07 N:845749.65 E:1149614.62 N:845743.37 E:1149620.51 N:845739.92 E:1149627.74 N:845738.49 E:1149638.55 N:845725.01 E:1149638.62 N:845776.97 E:1149388.33 N:845803.95 E:1149359.94 N:845767.18 E:1149298.13 DEMOLITION LEGEND 0 40 20 10 C005 DEMOLITION PLAN V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 1 1 08-22-25 REVISIONS 1 DW 207 SF MECHANICAL 120 44 SF TOILET 113 86 SF FEMALE SHOWER & LOCKER ROOM 114 96 SF FEMALE BATHROOM 111 129 SF MALE SHOWERS & LOCKERS 119 321 SF FEMALE DORMS 110 568 SF MALES DORMS 115 147 SF TURNOUT ROOM 123 118 SF KITCHEN 107 39 SF AIRLOCK 121 84 SF STORAGE 122 105 SF ELECTRICAL 108 1627 SF APPARATUS BAY 124 629 SF DAYROOM/ DINING 105 154 SF FITNESS ROOM 106 114 SF MALE BATHROOM 116 143 SF LOBBY 101 46 SF UNISEX BATHROOM 103 207 SF SHIFT SUPERVISOR 102 46 SF TOILET 117 16 SF TOILET 112 101 SF EMS OFFICE 104 35 SF JANITOR 109 197 SF STORAGE 125 250 SF TURNOUT GEAR STORAGE 126 209 SF EQUIPMENT MAINTENANCE 127 301 SF SAFE/ MULTI-PURPOSE ROOM 133 235 SF GENERATOR ROOM 131 38 SF UNISEX RESTROOM 130 62 SF CORRIDOR 128 242 SF PUMP ROOM 132 130 SF CORRIDOR 129 148 SF CORRIDOR 118 NEW FIRE STATION BUILDING N79° 34' 43.37"W 103.79' S73° 37' 34.64"E 168.56' C006 SITE & GEOMETRY PLAN V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 NOTE: 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 1 1 08-22-25 REVISIONS DW 207 SF MECHANICAL 120 44 SF TOILET 113 86 SF FEMALE SHOWER & LOCKER ROOM 114 96 SF FEMALE BATHROOM 111 129 SF MALE SHOWERS & LOCKERS 119 321 SF FEMALE DORMS 110 568 SF MALES DORMS 115 147 SF TURNOUT ROOM 123 118 SF KITCHEN 107 39 SF AIRLOCK 121 84 SF STORAGE 122 105 SF ELECTRICAL 108 1627 SF APPARATUS BAY 124 629 SF DAYROOM/ DINING 105 154 SF FITNESS ROOM 106 114 SF MALE BATHROOM 116 143 SF LOBBY 101 46 SF UNISEX BATHROOM 103 207 SF SHIFT SUPERVISOR 102 46 SF TOILET 117 16 SF TOILET 112 101 SF EMS OFFICE 104 35 SF JANITOR 109 197 SF STORAGE 125 250 SF TURNOUT GEAR STORAGE 126 209 SF EQUIPMENT MAINTENANCE 127 301 SF SAFE/ MULTI-PURPOSE ROOM 133 235 SF GENERATOR ROOM 131 38 SF UNISEX RESTROOM 130 62 SF CORRIDOR 128 242 SF PUMP ROOM 132 130 SF CORRIDOR 129 148 SF CORRIDOR 118 NEW FIRE STATION BUILDING F.F.E. = 723.50' NEW FIRE STATION BUILDING F.F.E. = 723.50' NEW APPARATUS BAYS F.F.E. = 723.50' MH-1 (MANHOLE) (SEE DETAILS 13&14 / C011) RIM = 721.80 I.E. = 716.69 (NW) I.E. = 716.69 (SW) CB-2 (TYPE F) (SEE DETAIL 15 / C011) RIM = 721.00 I.E. = 716.21 (NE) I.E. = 716.21 (W) CONST. 96 LF OF 16" HDPE @ 0.50% CONST. 103 LF OF 16" HDPE @ 4.59% CONST. 62 LF OF 16" HDPE @ 0.50% 712.00' 713.00' 711.00' 714.00' 1.0% 1.0% 1.2% 1.5% 1.4% 1.7% 2.0% 1.8% 1.1% 2.6% 2.6% 5.3% 5.5% 3.9% 4.4% 1.3% 685.00 680.00 675.00 690.00 695.00 700.00 705.00 710.00 715.00 720.00 700.00 705.00 710.00 715.00 720.00 725.00 720.00 715.00 725.00 720.00 715.00 MITERED END PIPE (SEE DETAIL 6 / C009) I.E. = 711.50 (E) 2.2% 1.6% 1.3% 1.3% 1.6% 1.9% 2.0% 2.7% 1.1% 2.9% 1.2% 2.5% 2.1% 1.1% 0.5% 1.8% 1.0% 1.5% 1.3% 1.8% 1.7% 1.7% 1.3% CB-1 (TYPE F) (SEE DETAIL 15 / C011) RIM = 721.05 I.E. = 717.00 (SE) 711.00' 713.00' 714.00' 712.00' 10 C007 PAVING, GRADING & DRAINAGE PLAN V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 SEE DETAIL 2/C009 SEE RAMP DETAIL 7/C009 (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 SHEET C005, SITE & GEOMETRY PLAN SHEET C006, & UTILITY PLAN SHEET C014 3. COORDINATE THIS PLAN SHEET WITH THE ELECTRICAL / TELECOM DRAWINGS & SPECIFICATIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS 4. ELECTRICAL CONDUIT(S) TO CROSS ABOVE OR BELOW STORM SEWER LINE WITH MINIMUM 6" CLEAR SEPARATION 5. STORM SEWER TO CROSS BELOW WATER LINE WITH MINIMUM 6" CLEAR SEPARATION 6. 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 SANITARY SEWER LATERAL E NEW ELECTRICAL CONDUITS (REFER TO ELECTRICAL PLANS) T NEW TELECOM CONDUITS (REFER TO ELECTRICAL PLANS) WATER WATER SAN SAN EXISTING WATER SERVICE (FIELD VERIFY) EXISTING SANITARY SEWER MAIN OHW EXISTING OVERHEAD ELECTRIC RIGHT-OF-WAY / PROPERTY LINE NEW STORM SEWER SYSTEM STOP R1-1 24" WHITE STOP BAR SEE STRIPING DETAIL 10A/C010 24 FT. OF TRENCH DRAIN CONNECTED TO CB-2 (SEE DETAIL 16 / C011) 24 FT. OF TRENCH DRAIN CONNECTED TO CB-2 (SEE DETAIL 16 / C011) 1 1 1 08-22-25 REVISIONS TYPICAL SECTION 1 N.T.S. 1.0 % GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" 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.) 8" CONCRETE (4000 PSI) REINFORCED WITH #5 GRADE 60 REBAR @ 8" O.C. EACH WAY TYPICAL SECTION 2 N.T.S. 12" PRE-MOLDED EXPANSION JOINT BUILDING CONCRETE VALLEY GUTTER CONCRETE RETAINING WALL 1 VARIES (1.0% TO 5.5 %) GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) CLEAN SUITABLE FILL (12" DEEP) COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR. 40) 8" CONCRETE (4000 PSI) REINFORCED WITH #5 GRADE 60 REBAR @ 8" O.C. EACH WAY 12" PRE-MOLDED EXPANSION JOINT BUILDING TRENCH DRAIN TYPE D CURB GRADE GRADE 2.0 % 12" PRE-MOLDED EXPANSION JOINT BUILDING CONCRETE RETAINING WALL 1 GRADE GRANULAR UNIFORMLY GRADED WASHED BASE MATERIAL (12" DEEP). COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR 100) CLEAN SUITABLE FILL (12" DEEP) COMPACT TO 98% MODIFIED PROCTOR (MIN. CBR. 40) 8" CONCRETE (4000 PSI) REINFORCED WITH #5 GRADE 60 REBAR @ 8" O.C. EACH WAY VARIES (1.7% TO 2.0 %) SIDEWALK TYPICAL SECTION 3 N.T.S. VARIES (1.7% TO 2.0 %) VERSA-LOK GEOGRID OR APPROVED EQUAL (TYP.) ENGINEERED FILL COMPACTED TO 98% MODIFIED PROCTOR (CBR 40) IN 8" MAXIMUM LIFTS VERSA-LOK GEOGRID OR APPROVED EQUAL (TYP.) ENGINEERED FILL COMPACTED TO 98% MODIFIED PROCTOR (CBR 40) IN 8" MAXIMUM LIFTS VERSA-LOK GEOGRID OR APPROVED EQUAL (TYP.) ENGINEERED FILL COMPACTED TO 98% MODIFIED PROCTOR (CBR 40) IN 8" MAXIMUM LIFTS CONCRETE VALLEY GUTTER C008 TYPICAL SECTIONS V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 C009 PAVING, GRADING AND DRAINAGE DETAILS V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 C010 PAVING, GRADING AND DRAINAGE DETAILS V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 D D C C NOT TO SCALE TYPE F INLET 1'-0" 24" MIN. @ PIPE INVERT ENCAPSULATION (AS SPECIFIED) SLAB THICKNESS (AS SPECIFIED) 1' - 25 8" NOT TO SCALE TRENCH DRAIN NOT TO SCALE PRECAST CONCRETE MANHOLE TOP SLAB NOT TO SCALE PRECAST CIRCULAR DRAINAGE STRUCTURES NOT TO SCALE RAILING DETAIL C011 PAVING, GRADING AND DRAINAGE DETAILS V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 C012 PAVING, GRADING AND DRAINAGE DETAILS V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 C013 PAVING, GRADING AND DRAINAGE DETAILS V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 A C014 C014 PAVING, GRADING AND DRAINAGE DETAILS V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 1 1 08-22-25 REVISIONS DW 207 SF MECHANICAL 120 44 SF TOILET 113 86 SF FEMALE SHOWER & LOCKER ROOM 114 96 SF FEMALE BATHROOM 111 129 SF MALE SHOWERS & LOCKERS 119 321 SF FEMALE DORMS 110 568 SF MALES DORMS 115 147 SF TURNOUT ROOM 123 118 SF KITCHEN 107 39 SF AIRLOCK 121 84 SF STORAGE 122 105 SF ELECTRICAL 108 1627 SF APPARATUS BAY 124 629 SF DAYROOM/ DINING 105 154 SF FITNESS ROOM 106 114 SF MALE BATHROOM 116 143 SF LOBBY 101 46 SF UNISEX BATHROOM 103 207 SF SHIFT SUPERVISOR 102 46 SF TOILET 117 16 SF TOILET 112 101 SF EMS OFFICE 104 35 SF JANITOR 109 197 SF STORAGE 125 250 SF TURNOUT GEAR STORAGE 126 209 SF EQUIPMENT MAINTENANCE 127 301 SF SAFE/ MULTI-PURPOSE ROOM 133 235 SF GENERATOR ROOM 131 38 SF UNISEX RESTROOM 130 62 SF CORRIDOR 128 242 SF PUMP ROOM 132 130 SF CORRIDOR 129 148 SF CORRIDOR 118 38.25 6.833 22.167 TYPICAL FIRE TRUCK Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock-to-lock time Max Wheel Angle 38.250ft 8.333ft 11.250ft 1.393ft 8.333ft 6.00s 45.00° TRAFFIC CIRCULATION ANALYSIS V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 C015 DW 207 SF MECHANICAL 120 44 SF TOILET 113 86 SF FEMALE SHOWER & LOCKER ROOM 114 96 SF FEMALE BATHROOM 111 129 SF MALE SHOWERS & LOCKERS 119 321 SF FEMALE DORMS 110 568 SF MALES DORMS 115 147 SF TURNOUT ROOM 123 118 SF KITCHEN 107 39 SF AIRLOCK 121 84 SF STORAGE 122 105 SF ELECTRICAL 108 1627 SF APPARATUS BAY 124 629 SF DAYROOM/ DINING 105 154 SF FITNESS ROOM 106 114 SF MALE BATHROOM 116 143 SF LOBBY 101 46 SF UNISEX BATHROOM 103 207 SF SHIFT SUPERVISOR 102 46 SF TOILET 117 16 SF TOILET 112 101 SF EMS OFFICE 104 35 SF JANITOR 109 197 SF STORAGE 125 250 SF TURNOUT GEAR STORAGE 126 209 SF EQUIPMENT MAINTENANCE 127 301 SF SAFE/ MULTI-PURPOSE ROOM 133 235 SF GENERATOR ROOM 131 38 SF UNISEX RESTROOM 130 62 SF CORRIDOR 128 242 SF PUMP ROOM 132 130 SF CORRIDOR 129 148 SF CORRIDOR 118 INFILTRATOR SYSTEM (TYP.) 1650 S.F. (55' X 30') DRAINFIELD 4'x4' DISTRIBUTION BOX 5'-6" x 10' SEPTIC- 2,000 GALLONS 6"X4" PVC WYE CONNECTOR 90 FT. OF 6" PVC SANITARY PIPING BELOW GRADE @ 1/4" /FT TO SEPTIC SYSTEM. (MINIMUM 3FT. OF PIPE COVER) OLDCASTLE PRECAST (OR APPROVED EQUAL) 1,000 GALLON OIL/WATER SEPARATOR (HS-20 LOAD RATING) 16 FT. OF 4" PVC SANITARY PIPING BELOW GRADE @ 1/4" /FT TO SEPTIC SYSTEM. (MINIMUM 3FT. OF PIPE COVER) 4" GRADE PVC CLEANOUT 4"X4" PVC WYE CONNECTOR 6"X4" PVC WYE CONNECTOR 4" GRADE PVC CLEANOUT 13 FT. OF 4" PVC SANITARY PIPING BELOW GRADE @ 1/4" /FT TO SEPTIC SYSTEM. (MINIMUM 3FT. OF PIPE COVER) 4" GRADE PVC CLEANOUT REFER TO PLUMBING PLANS FOR CONTINUATION REFER TO PLUMBING PLANS FOR CONTINUATION 4" GRADE PVC CLEANOUT 6" GRADE PVC CLEANOUT 22 FT. OF 4" PVC SANITARY PIPING BELOW GRADE @ 1/4" /FT TO SEPTIC SYSTEM. (MINIMUM 3FT. OF PIPE COVER) 6"X4" PVC WYE CONNECTOR 6" GRADE PVC CLEANOUT 6 FT. OF 4" PVC SANITARY PIPING BELOW GRADE @ 1/4" /FT TO SEPTIC SYSTEM. (MINIMUM 3FT. OF PIPE COVER) REFER TO PLUMBING PLANS FOR CONTINUATION 4" GRADE PVC CLEANOUT 4"X4" PVC WYE CONNECTOR 2 - 6" 45° PVC ELBOWS 6" GRADE PVC CLEANOUT 6" GRADE PVC CLEANOUT 6"X6" PVC WYE CONNECTOR 6"X6" PVC WYE CONNECTOR 60 FT. OF 6" PVC SANITARY PIPING BELOW GRADE @ 1/4" /FT TO SEPTIC SYSTEM. (MINIMUM 3FT. OF PIPE COVER) EXISTING SEPTIC TO BE DEMOLISHED UTILITY PLAN, POTABLE WATER & SANITARY SEWER NOTES V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 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 SHEET C005, SITE & GEOMETRY PLAN SHEET C006, & PAVING, GRADING & DRAINAGE PLAN SHEET C007 3. COORDINATE THIS PLAN SHEET WITH THE ELECTRICAL / TELECOM DRAWINGS & SPECIFICATIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS NEW SANITARY SEWER LATERAL NEW ELECTRICAL CONDUITS (REFER TO ELECTRICAL PLANS) NEW TELECOM CONDUITS (REFER TO ELECTRICAL PLANS) GENERAL NOTES: 1. ALL PAVED SURFACES, INCLUDING DRIVEWAYS CROSSED BY THE PROPOSED UTILITIES SHALL BE SAW CUT TO PROVIDE A CLEAN TRUE EDGE FOR PAVEMENT REPLACEMENT. 2. THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION ACTIVITIES TO THE AREA WITHIN THE PROPERTY AND CONSTRUCTION LIMITS UNLESS OTHERWISE APPROVED BY THE OWNER. 3. ROOF DRAINS, FOUNDATION DRAINS, SUMP PUMP DRAINS AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. NO BUILDING SHALL BE CONNECTED TO A SEWER LATERAL UNTIL THE BUILDING IS UNDER ROOF. 4. ALL MATERIAL, CONSTRUCTION METHODS AND TESTING PROCEDURES SHALL BE IN CONFORMANCE WITH THE WRITTEN SPECIFICATIONS OF THE V.I. WATER & POWER AUTHORITY (VIWAPA) FOR ALL WATER LINE WORK, AND THE V.I. WASTE MANAGEMENT AUTHORITY FOR ALL SANITARY SEWER LINE WORK (VIWMA). 5. THE SOIL TYPES IN THE AREAS OF THE PROPOSED SEWER LINES WERE VISUALLY OBSERVED FOR THE PRESENCE OF CORROSIVE SOILS. THERE WERE NO CORROSIVE SOILS DETECTED. SHOULD IRON PIPES BE PROPOSED IN AN AREA AND CORROSIVE SOILS ENCOUNTERED, THE PIPE SHALL BE PROTECTED BY AN 8 MIL THICK POLYETHYLENE ENCASEMENT MEETING THE REQUIREMENTS OF ANSI A21.5. 6. ALL WATER AND SEWAGE FACILITIES DESIGNED HEREIN SHALL CONFORM TO THE MATERIALS, SPECIFICATIONS, CONSTRUCTION METHODS AND STANDARD DETAILS SPECIFIED BY VIWAPA AND VIWMA, RESPECTIVELY. IN CASE OF CONFLICTS WITH THE PROJECT'S WRITTEN SPECIFICATIONS OR STANDARD DETAILS, THE MORE STRINGENT SHALL APPLY. THE VIWAPA AND VIWMA SHALL MAKE THE FINAL DECISION IN EACH CASE. 7. ALL SERVICES HAVE BEEN DESIGNED AND DRAWN IN ACCORDANCE WITH BASE SITE LAYOUT PLANS AND LAND SURVEY DRAWINGS PROVIDED BY THE OWNER'S REPRESENTATIVE. THE ENGINEER ACCEPTS NO RESPONSIBILITY FOR FIELD ERRORS RESULTING FROM INACCURACIES IN OWNER-PROVIDED SITE PLANS. 8. CONTRACTOR SHALL BEAR RESPONSIBILITY FOR ACCURATE LOCATION OF WATER AND SEWER LINES AND APPURTENANCES. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF LOCATIONS OF ALL SEWER AND WATER DISTRIBUTION LINES, APPURTENANCES, HYDRANTS, CLEANOUTS, JUNCTIONS AND BRANCHES. 9. ELECTRICAL CONDUIT(S) TO CROSS BELOW SANITARY SEWER LATERAL WITH MINIMUM 12" CLEAR SEPARATION. 10. ELECTRICAL CONDUIT(S) TO CROSS BELOW ANY WATER LINES WITH MINIMUM 12" CLEAR SEPARATION. 11. ELECTRICAL CONDUIT(S) TO CROSS ABOVE OR BELOW STORM SEWER LINE WITH MINIMUM 12" CLEAR SEPARATION. SANITARY SEWER SYSTEM: 1. BUILDING SEWERS SHALL CONNECT TO MAIN GRAVITY SEWER LINES ONLY. BUILDING LINE CONNECTIONS DIRECTLY TO MANHOLES ARE NOT PERMITTED. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATION, REMOVAL AND OR COORDINATION OF EXISTING UTILITIES. THE ENGINEER OF RECORD SHALL BE APPRAISED OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE NEW DESIGN PRIOR TO ANY SITE CORRECTION OF NEW DESIGN BY THE CONTRACTOR. 3. CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS. FINAL INSPECTION AND APPROVALS WILL NOT BE GRANTED WITHOUT THE SAME. 4. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT BY COMPETENT CONTRACTORS EXPERIENCED IN THE CONSTRUCTION OF SANITARY SEWAGE WORKS AND ALL MACHINERY INSTALLATION SHALL BE SUPERVISED, TESTED AND/OR CERTIFIED BY THE MANUFACTURER'S REPRESENTATIVE. 5. ALL WORKS SHALL BE OPEN TO INSPECTION BY THE OWNER'S REPRESENTATIVE THROUGHOUT CONSTRUCTION. 6. ALL GRAVITY SANITARY SEWER LINES SHALL BE ASTM D3034 PVC PIPE WITH STANDARD DIMENSION RATIO (SDR) OF 35. SEWER PIPES AND FITTINGS SHALL HAVE BONDED, RESILIENT JOINTS WHICH SHALL RETAIN WATER TIGHTNESS BY COMPRESSION OF THE GASKET MATERIAL AROUND THE ENTIRE PERIPHERY OF THE PIPE. 7. LEAKAGE FOR NEW CONSTRUCTION, OR SYSTEMS THAT HAVE NEVER BEEN COMMISIONED, SHALL BE ZERO. LEAKAGE INWARD OR OUTWARD FROM EXISTING SEWERS SHALL NOT EXCEED 300 GALLONS PER INCH DIAMETER PER MILE PER DAY. 8. THE MINIMUM ALLOWABLE SIZE OF SEWERS OTHER THAN BUILDING CONNECTIONS SHALL BE EIGHT (8) INCHES DIAMETER. 9. THE FOLLOWING MINIMUM GRADES SHALL BE PROVIDED : 4" & 6" DIAMETER SEWER SERVICE LATERALS 2.0% 8" DIAMETER SEWERS 0.40% 10" DIAMETER SEWERS 0.28% 12" DIAMETER SEWERS 0.22% 15" DIAMETER SEWERS 0.15% 18" DIAMETER SEWERS 0.12% 21" DIAMETER SEWERS 0.10% 24" DIAMETER SEWERS 0.08% 10. SEWERS SHALL BE LAID WITH UNIFORM SLOPES. EXISTING OVERHEAD ELECTRIC RIGHT-OF-WAY / PROPERTY LINE NEW OVERHEAD ELECTRIC C016 NOT TO SCALE PAVEMENT RESTORATION GENERAL NOTES: 1. REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE THICKNESS OF THE ORIGINAL BASE. BUT NOT LESS THAN 12". 2. BASE MATERIAL SHALL BE PLACED IN 6 INCH MAXIMUM LAYERS AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98% OF MAXIMUM DENSITY, PER AASHTO T-180. BASE MATERIAL SHALL HAVE A MINIMUM LBR OF 100. 3. ASPHALTIC CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. 4. SURFACE TREATED PAVEMENT JOINTS SHALL BE LAPPED AND FEATHERED. PAVEMENT MATERIAL SHALL BE FDOT TYPE SP-9.5 (FINE MIX) ASPHALTIC CONCRETE STRUCTURAL COURSE (1" THICK). MATCH EXISTING GRADES AT LIMIT OF SAWCUT. 5. UPON COMPLETION OF TRENCHING AND TRENCH/PAVEMENT RESTORATION FOR THE ENTIRE PROJECT, RESURFACE ENTIRE ROADWAY WIDTH WITH FDOT TYPE SP-9.5 (FINE MIX) ASPHALTIC CONCRETE SURFACE COURSE OVERLAY (1" MINIMUM THICKNESS). 6. BID PRICES FOR PIPE AND/OR FRENCH DRAIN SHALL INCLUDE PAVEMENT RESTORATION TO MATCH EXISTING GRADES. CONTRACTOR SHALL NOT LEAVE MORE THAN 1,000-FEET OF EXPOSED LIMEROCK BASE AT ANY TIME DURING THE TRENCH/PAVEMENT RESTORATION PROCESS. ONLY THE FDOT TYPE SP-9.5 (FINE MIX) ASPHALTIC CONCRETE SURFACE COURSE OVERLAY WILL BE PAID SEPARATELY. 7. WHEN TRENCHING OUTSIDE THE PAVEMENT AREA, ASPHALT AND BASE MATERIAL REFERENCED IN GENERAL NOTES 1-5 ARE NOT REQUIRED. RESTORE OR REPLACE ALL PUBLIC OR PRIVATE PROPERTY TO A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL IMPACTED AREAS SHALL BE COMPACTED TO 95% DENSITY IN 6-INCH MAXIMUM LIFTS. 8. CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL SOILS INFORMATION TO UNDERSTAND EXISTING CONDITIONS. EXIST. ASPHALT SURFACE PAVEMENT RESTORATION TO MATCH EXIST. GRADE SAWCUT ALONG A NEAT AND STRAIGHT EDGE. TACK COAT ALL SURFACES AND EDGES (BOTH SIDES) EXIST. LIMEROCK BASE REFER TO TYPICAL TRENCH BACKFILL DETAIL 6/C016 2' TYP. 2' TYP. TRENCH WIDTH T 2T 12" MIN. WIDTH=TRENCH WIDTH(W)+4' 6" 6" ASPHALT PAVEMENT RESTORATION NOTES: 1. UNLESS OTHERWISE SPECIFIED, BEDDING MATERIAL SHALL CONSIST OF SELECT BACKFILL MATERIAL 2" MAXIMUM PARTICLE SIZE, COMPACTED TO AT LEAST 100% OF MAX. DENSITY, 6" LIFTS, PER AASHTO SPEC. NO. T-99C 2. WHERE REQUIRED, SHEETING AND SHORING SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. 3. WHERE UNSTABLE SOILS ARE ENCOUNTERED, INCLUDING PEAT, MUCK OR OTHER ORGANIC SOILS, ELASTIC SILT AND CLAYS, A FOUNDATION IS REQUIRED AS DETERMINED BY THE ENGINEER. 12" VARIES 6" MIN. SUITABLE BACKFILL PLACED AND COMPACTED TO AT LEAST 100% OF MAX. DENSITY, 6" MAX. SIZE LIFT, PER AASHTO SPEC. NO. T-99C SUITABLE BACKFILL PLACED AND COMPACTED TO AT LEAST 100% OF MAX. DENSITY PER AASHTO T-99C IN LAYERS NOT TO EXCEED 6" THICKNESS WITH 2" MAX. PARTICLE SIZE BEDDING MATERIAL SEE NOTE NO. 1 FOUNDATION REQUIRED IN UNSTABLE SOILS. SEE NOTE NO. 3 5 NOT TO SCALE TYPICAL TRENCH BACKFILL 4 NOT TO SCALE SANITARY SEWER LATERAL 1 NOT TO SCALE PIPE LOCATING WIRE 2 NOT TO SCALE WATERMAIN CROSSING 3 REPLACEMENT BASE V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 C017 UTILITY DETAILS w L LD L 8" MIN. L 8" MIN. LD W 4'-0" 8" 8" 8' 4'-0" 8" 8" 2'-8" 6'-0" MIN. SEE PLANS 6' MIN 30" (TYP.) 30" (TYP.) LD B 8" MIN. 8" MIN. 8" MIN. B A A NOT TO SCALE SEPTIC TANK DETAILS 6 NOT TO SCALE SECTION A-A 7 NOT TO SCALE DRAIN FIELD SECTION 8 NOT TO SCALE DRAIN FIELD PLAN 9 NOT TO SCALE DISTRIBUTION BOX PLAN 10 NOT TO SCALE SEPTIC TANK PLAN 11 NOT TO SCALE SECTION B-B - THRU SEPTIC TANK 12 V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 C018 UTILITY DETAILS Xref ..\Eng\title block.dwg V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 C019 UTILITY DETAILS STRUCTURAL NOTES S001 V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 a a a a 4 5 5 a a 5 5 4 a 1 2 2 2 2 3 3 3 3 2 2 1 3 3 3 3 2 2 a a a 1 1 V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 S002 STRUCTURAL NOTES 1 08-22-25 REVISIONS T3 T2 T1 T4 1 1 2 3 2 C B B C D E E 13'-101 8" 19'-21 8" 1'-0" 28'-10" 1'-0" 18'-01 8" T1 T2 5'-3" T3 5'-3" T3 5'-3" T3 T4 7'-07 8" T3 1'-0" 5'-6" 2'-6" 2'-6" 2'-6" 1'-0" 2'-6" 10'-23 8" 11'-67 8" D 2 10'-23 8" 11'-67 8" 29'-10" 8'-07 8" 2'-11 4" 10" 5'-3" 6'-0" 4'-0" 1 V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 S003 CISTERN LEVEL PLAN 1 08-22-25 REVISIONS C2 TC2 TC1 8" 16" 16" 16" 8" 112" CLR. 112" CLR. 12" 12" 8" 1 2 3 31'-11 2" 18'-71 2" 10'-21 8" 1 1 2 3 2 3 4 4 23'-35 8" 31'-91 2" 18'-71 4" 51'-81 8" 19'-105 8" 14'-71 4" 3'-0" 3'-47 8" 2'-33 8" 3'-5" 3'-0" 6'-35 8" 3'-0" 3'-13 4" 3'-0" 3'-13 4" 3'-07 8" 13'-87 8" 7'-63 4" 3'-0" 4'-5" 3'-0" 3'-13 4" 3'-0" 6'-61 2" 5 6 7 19'-105 8" A A C D B B C D E F E F 5 6 7 85 8" 23'-35 8" 8'-41 2" 41'-47 8" 51'-81 8" 3'-13 8" 53 4" 2'-10" 16'-23 8" 3'-07 8" 8" 4'-73 4" 3'-21 2" 1'-31 2" 3'-21 2" 25'-15 8" 6'-4" 4'-21 4" 3'-21 2" 2'-61 2" 7'-63 8" 8" 8" 2'-101 2" 6'-0" 2'-113 4" 2'-15 8" 8" 6'-03 4" 20'-43 8" 20'-43 8" 14'-01 8" 19'-01 8" 2'-111 2" 14'-6" 2'-11" 2'-11" 14'-6" 2'-111 2" 2'-31 2" 3'-83 4" 3'-4" 15'-51 2" 5'-07 8" 8'-21 8" 10'-23 8" 2'-111 2" 14'-6" 2'-11" 2'-11" 14'-6" 2'-111 2" 9'-21 8" 6'-6" 9'-23 8" 14'-01 8" 19'-01 8" 9'-01 2" 3'-4" 1'-0" 4'-75 8" 1'-63 4" 2'-6" 8" 2'-43 8" C1 F1 C1 C1 F1 C1 F1 C1 F3 C1 F1 1 2 2 2 1 3 3 3 2 2 4 5 6 7 4 4 4 4 4 4 4 5 5 5 5 4 5 5 5 5 5 5 6 6 7 7 5 7 7 7 6 6 5 5 A-A S006 A B-B S006 B C-C S007 C D-D S007 D E-E S007 E F-F S008 F G-G S008 G H-H S008 H I-I S009 I J-J S009 J TC3 4 TC3 TC3 TC1 TC1 TC1 TC1 TC1 TC1 TC1 TC2 TC2 TC2 41'-47 8" 15'-107 8" F3 TC3 2'-11 8" 8" 7'-41 8" 2 6 1'-10" 3'-21 2" 3'-4" 3'-55 8" 1 1'-63 8" 3'-4" 10" 3'-103 4" 2'-6" 2'-31 4" 2'-6" 3'-5" 3'-2" 5" 20'-07 8" 67 8" 2'-6" 5'-0" 2'-11 4" 8 8 3'-105 8" 6'-4" 8'-91 2" 1'-63 8" 3'-4" 13'-95 8" 5'-2" 12'-4" 1 TC3 29'-2" 7'-27 8" 10" 5 1'-0" 18'-01 8" 1'-0" TC3 16" 16" 4" 112" CLR. 12" 12" 4" 8" 8" 112" CLR. TC2 TC4 12" 16" 112" CLR. TC4 TC3 21'-77 8" 8 C2 F2 C1 18" 18" 112" CLR. TC5 *2" GAP C2 F2 *2" GAP *2" GAP *2" GAP C2 F2 TC5 4 TC3 *2" GAP TC5 12" 22" 112" CLR. TC3 7 1 1 1 1 1 V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 S004 FOUNDATION / GROUND FLOOR PLAN 1 08-22-25 REVISIONS 1 A-A S006 2'-6" 3'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 1 2 3 5 6 7 5'-0" 5'-0" 5'-0" 5'-0" 5 6 7 33 8" 1 2 2 2 2 2 1 2 3 4 5 6 7 4 4 7 7 6 5 5 6 5 8 9 9 10 13 13 13 13 11 14 11 11 11 14 17 15 16 15 16 17 18 18 19 21 20 20 19 20 21 22 15 3'- 78" 16 3'-0" 13 11 14 13 11 18 1 B-B S006 1'-8" 3'-6" 10 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 6'-0" 4'-0" SEE PLANS 4'-0" 11 3 3 5'-3" 5'-3" 5'-3" 10 SEE PLANS 1'-6" 12 SEE PLANS 1'-0" 23 22 23 23 22 22 9 5'-3" 3'-6" 12 2" GAP 1 1 1 1 1 V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 WALL SECTIONS S006 1 08-22-25 REVISIONS 5'-0" 5'-0" 5'-0" 5'-0" 6 7 2 6 5 13 13 11 11 14 16 18 5 2 3'-0" 12'-614" 16 1 C-C S007 1 D-D S007 5'-3" B 4 10 1'-8" 2'-6" 5'-3" 5'-3" 19 3 3 21 20 20 10 9 C D E 1E-E S007 4 3'-0" 1 2 3 2 4 4 9 1 8 4'-0" 4'-0" 4'-0" 4'-0" 1 5'-3" 8 3'-6" 10 5'-3" 10 5'-01 8" 23 22 22 9 9 4 9 3'-6" 5'-3" 12 1 1 V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 WALL SECTIONS S007 1 08-22-25 REVISIONS 5'-0" 10 2 4'-6" 10 D E 2 1F-F S008 4 6 6 2 4 3'-0" C 1 5 11 11 5'-0" D 5 17 13 4'-81 2" 5'-0" 4'-81 2" 1 G-G S008 1 H-H S008 17'-85 8" 18'-41 8" B C 6 4'-0" 4'-0" 4'-0" 4'-0" 18 18 18 6'-0" 6'-0" 5'-0" C 1 11 11 5'-0" D 17 13 4'-81 2" 5'-0" 4'-81 2" 17'-85 8" 18'-41 8" 6'-0" 6'-0" 5'-0" 4'-0" 22 4'-0" 22 9 9 9 2 23 23 3'-0" 9 1 V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 WALL SECTIONS S008 1 08-22-25 REVISIONS 5'-0" A 2 5 5 C D F 5'-0" 11 13 3'-6" 3'-3" 5'-0" 15 1I-I S009 5'-0" A 2 5 11 5 C D F 5'-0" 11 13 4'-4" 5'-0" 16 1J-J S009 4'-113 8" 4'-0" 4'-0" 22 22 4'-0" 22 4'-0" 22 3'-0" 3'-0" 11 V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 WALL SECTIONS S009 NON BEARING CMU PARTITION CONNECTION TO UNDERSIDE OF ROOF SLAB 4 SCALE: N.T.S. SAFE ROOM WALL TO ROOF SLAB CONNECTION SCALE: N.T.S. CISTERN WALL/CISTERN TOP SLAB/SAFE ROOM WALL CONNECTION SCALE: N.T.S. 3 2 CISTERN MAT FOUNDATION TO WALL CONNECTION SCALE: N.T.S. 1 6'-0" 4'-0" CISTERN WALL/CISTERN TOP SLAB/NON-BEARING CMU PARTITION SCALE: N.T.S. 6 6'-0" 4'-0" 6'-0" 4'-0" SAFE ROOM ALCOVE CANTILEVER SCALE: N.T.S. 7 6'-0" 4'-0" SAFE ROOM WALL TO ROOF SLAB CONNECTION AT ADJACENT ROOF SCALE: N.T.S. 5 1 1 1 1 V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 STRUCTURAL DETAILS S010 1 08-22-25 REVISIONS ALCOVE CANTILEVER SCALE: N.T.S. 8 2'-6" 1'-6" 5'-8" 1'-6" COMPOSITE ROOF DECK CONNECTION TO TIE BEAM SCALE: N.T.S. 10 TYPICAL SPREAD FOOTING AT CONCRETE COLUMN SCALE: N.T.S. 11 TYPICAL STRIP FOOTING PERIMETER CMU WALL CONNECTION SCALE: N.T.S. 12 TYPICAL STRIP FOOTING INTERIOR CMU WALL CONNECTION SCALE: N.T.S. 13 6'-0" 2'-0" ALCOVE CANTILEVER SCALE: N.T.S. 9 6'-0" 1'-6" 1'-0" 8" V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 STRUCTURAL DETAILS S011 WALL FOOTING TIE-IN TO CISTERN WALL SCALE: N.T.S. 16 TYPICAL SLAB ON GRADE SCALE: N.T.S. 17 TYPICAL STRIP FOOTING SAFE ROOM CONCRETE WALL CONNECTION SCALE: N.T.S. 14 MASONRY NON BEARING PARTITIONS AT SLAB ON GRADE (WF30) SCALE: N.T.S. 15 26K8 BAR JOIST FRAMING CONNECTION TO TIE BEAM TB4 SCALE: N.T.S. 18 A A ELEVATION VIEW A-A 1 1 V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 STRUCTURAL DETAILS S012 1 08-22-25 REVISIONS 2" MIN. LAP (WHEN REQUIRED) EMBED PLATE DETAIL - PLAN VIEW EMBED PLATE DETAIL - PLAN VIEW CONNECTION OF 16K4/26K8 BAR JOIST TO TIE BEAM SCALE: N.T.S. 19 CONNECTION OF 32LH06 BAR JOIST TO TIE BEAM SCALE: N.T.S. 20 BAR JOIST UPLIFT BRIDGING SCALE: N.T.S. 21 BAR JOIST BOLTED DIAGONAL BRIDGING SCALE: N.T.S. 22 BAR JOIST BRIDGING CONNECTION TO WALL SCALE: N.T.S. 23 BAR JOIST REINFORCEMENT FOR SUSPENDED FANS SCALE: N.T.S. 24 TE1 - TYPICAL SECTION THRU THICKENED CONCRETE EDGE (SEE PLANS FOR LOCATIONS) SCALE: N.T.S. 25 TE2 - TYPICAL SECTION THRU THICKENED CONCRETE EDGE (SEE PLANS FOR LOCATIONS) SCALE: N.T.S. 26 EXTRA REINFORCING AT RE-ENTRANT CORNERS OF SLAB-ON-GRADE SCALE: N.T.S. 27 1 V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 STRUCTURAL DETAILS S013 1 08-22-25 REVISIONS 712"± MAX. OPENING WIDTH CMU LINTEL/JAMB SCHEDULE (D) TRANSVERSE REINFORCEMENT (A) - MIN. DEPTH OF FULLY GROUTED CELLS CMU WIDTH (B) HORIZONTAL BOTTOM REINF. (C) MINIMUM ADJACENT FULLY GROUTED CELLS AND REINF. (1 VERT.) PER CELL U.N.O. A A A-A TYPICAL WALL OPENING REINFORCEMENT (CMU WALL) SCALE: N.T.S. 28 CMU LINTEL / JAMB DETAIL SCALE: N.T.S. 29 TIE COLUMN ANCHORAGE DETAIL SCALE: N.T.S. 30 STRUCTURAL COLUMN ANCHORAGE DETAIL (PREFERRED METHOD) SCALE: N.T.S. 31 STRUCTURAL COLUMN ANCHORAGE DETAIL (ALTERNATE METHOD) SCALE: N.T.S. 32 V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 STRUCTURAL DETAILS S014 TYPICAL BENDING DIAGRAM FOR BEAMS & SLABS SCALE: N.T.S. 33 TIE BEAM CORNER DETAILS (PLAN VIEW) SCALE: N.T.S. 34 TYPICAL FOOTING/COLUMN/BEAM INTERFACE SCALE: N.T.S. 35 V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 STRUCTURAL DETAILS S015 TYPICAL BENDING DIAGRAM FOR BEAMS & SLABS SCALE: N.T.S. 33 TIE BEAM CORNER DETAILS (PLAN VIEW) SCALE: N.T.S. 34 TYPICAL FOOTING/COLUMN/BEAM INTERFACE SCALE: N.T.S. 35 V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 STRUCTURAL DETAILS S016 TYPICAL MASONRY WALL CONSTRUCTION TYPICAL FOOTING INTERSECTION DETAIL SCALE: N.T.S. 36 TYPICAL TIE BEAM REINFORCEMENT DETAIL (PLAN VIEW) SCALE: N.T.S. 37 TIE BEAM DROP OVER WINDOW OPENINGS SCALE: N.T.S. 38 TYPICAL MASONRY WALL CONSTRUCTION DETAIL FOR RUNNING BOND LAYOUT SCALE: N.T.S. 39 1 1 1 V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 STRUCTURAL DETAILS S017 1 08-22-25 REVISIONS EQ EQ NOTE: SPACE ADJACENT PIPE SLEEVES AS FOLLOWS: PIPE DIAMETER (OUTSIDE DIA.) CLEAR DISTANCE BETWEEN EDGES OF PIPE OPENINGS DIA. ≤ 6" 6" < DIA. ≤ 12" 12"<DIA. ≤ 24" CLEAR DIST. = PIPE DIA. CLEAR DIST. = 6" CLEAR DIST. = WALL THICKNESS NOTE: PROVIDE CLEAR SPACE BETWEEN PIPE AND/ OR OPENINGS A MINIMUM 6" OR PIPE SLEEVE DIAMETER APART (WHICHEVER IS GREATER.) TYPICAL SLAB PENETRATION WITH SLEEVE DIAMETER LESS THAN 6" ℄ TOP OF PIT SLAB EL. SEE PLAN TYPICAL ISOLATION JOINTS AT COLUMN SCALE: N.T.S. 40 TYPICAL CONTROL JOINT DETAIL SCALE: N.T.S. 41 TYPICAL CONSTRUCTION JOINT SCALE: N.T.S. 42 TYPICAL CONSTRUCTION/CONTROL JOINT SEALANT SCALE: N.T.S. 43 TYPICAL EXPANSION/ISOLATION JOINT SEALANT SCALE: N.T.S. 44 TYPICAL VERTICAL REINFORCING IN WALL DETAIL SCALE: N.T.S. 45 TYPICAL PIPE SLEEVE IN CONCRETE SLAB SCALE: N.T.S. 46 TYPICAL PIPE SLEEVE IN CONCRETE WALL SCALE: N.T.S. 47 TYPICAL SLAB PENETRATION WITH SLEEVE DIAMETER LESS THAN 6" SCALE: N.T.S. 48 V.I. Fire & Emergency Management Services August, 2024 DC DC NO. DATE REMARKS CLIENT: 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 Parcel Nos. 3C-C-1 Estate Fortuna, Charlotte Amalie St. Thomas, USVI 00801 PROJECT ADDRESS: P.O. BOX 8269 Christiansted, USVI 00823 STRUCTURAL DETAILS S018 1 A3.0 1 A3.0 2 A3.0 2 A3.0 1 A3.1 1 A3.1 2 A3.1 2 A3.1 CISTERN 001 W9 W9 W9 OUTLINE OF BUILDING ABOVE OUTLINE OF BUILDING ABOVE OUTLINE OF BUILDING ABOVE 1 2 3 4 5 6 7 A B C D E F 40,770 GAL 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS 0A1.0 CISTERN LEVEL - IDENTIFICATION PLAN 23-005.E J.P.W. 3/16" = 1'-0" 1 CISTERN LEVEL - IDENTIFICATION PLAN NO. DATE REMARKS 1 A3.0 1 A3.0 2 A3.0 2 A3.0 1 A3.1 1 A3.1 2 A3.1 2 A3.1 606 SF CISTERN 001 35' - 3" 33' - 3" OUTLINE OF BUILDING ABOVE OUTLINE OF BUILDING ABOVE OUTLINE OF BUILDING ABOVE 1 2 3 4 5 6 7 A B C D E F 20' - 3" 18' - 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: 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS 0A1.1 CISTERN LEVEL -DIMENSION PLAN 23-005.E J.P.W. 3/16" = 1'-0" 1 CISTERN LEVEL - DIMENSION PLAN NO. DATE REMARKS MECHANICAL 120 TOILET 113 FEMALE SHOWER & LOCKER ROOM 114 FEMALE BATHROOM 111 MALE SHOWERS & LOCKERS 119 FEMALE DORMS 110 MALES DORMS 115 TURNOUT ROOM 123 KITCHEN 107 AIRLOCK 121 STORAGE 122 ELECTRICAL 108 APPARATUS BAY 124 STORAGE 125 TURNOUT GEAR STORAGE 126 EQUIPMENT MAINTENANCE 127 DAYROOM/ DINING 105 FITNESS ROOM 106 MALE BATHROOM 116 LOBBY 101 UNISEX BATHROOM 103 SHIFT SUPERVISOR 102 TOILET 117 15 SF TOILET 112 UNISEX BATHROOM 130 SAFE/ MULTI-PURPOSE ROOM 133 WASHER DRYER EMS OFFICE 104 JANITOR 109 GENERATOR ROOM 131 CORRIDOR 128 111 114 110 115 116 119 105-A 122 123-A 123-B 113 112 121-B 121-A 108 102 117 124-D 124-C 103 106 124-B 124-A 101 A 120 105-B 104 127 109 W9 W9 W14 W1 W1 W2 W8 W8 W6 W6 W6 W7 W7 W7 W8 W8 W6 W6 W8 W2 W6 W6 W9 W3 W3 W6 W6 W6 W6 W6 W6 W6 W14 W1 W13 W13 W6 W9 W3 W14 W3 W13 W9 W1 W13 W6 W2 W1 W1 W1 1 A3.0 1 A3.0 2 A3.0 2 A3.0 1 A3.1 1 A3.1 2 A3.1 2 A3.1 W1 A6.1 1 A6.0 1 A6.3 1 A6.2 3 A6.2 1 SINK 1 1 2 2 3 3 4 4 5 5 6 6 7 7 A A B C C D D E F 2 A5.7 1 A5.7 EYEWASH STATION CONCRETE COLUMN TYP. W10 W10 W10 W10 W10 W10 UTILITY ROOM 132 CORRIDOR 129 EXPANSION JOINT GENERATOR 180" L x 44" W x 125" H 200kW/ 250 kVA 131-A W11 132-A 133-A W12 132-B 130 131-B A A A A A A A 125 128 126 SAFE ROOM ENVELOPE AREA: 2044 SF 2 133-B USABLE FLOOR AREAS (ICC) THE PORTIONS OF THE FLOOR AREA WITHIN THE STORM SHELTER ENVELOPE NOT INCLUDING OCCUPANT SUPPORT AREAS, USED TO DETERMINE THE DESIGN OCCUPANT CAPACITY OF THE STORM SHELTER. (B2-8) ROOM SAFE ROOM/ MULTIPURPOSE ROOM USABLE FLOOR AREA 301 SF 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS 1A1.0 FIRST LEVEL IDENTIFICATION PLAN 23-005.E J.P.W. 3/16" = 1'-0" 1 MAIN LEVEL - IDENTIFICATION PLAN NO. DATE REMARKS 1 7/2/25 SAFE ROOM NOTE ADDED 2 7/2/25 SAFE ROOM DOOR RELOCATION 3 7/2/25 EXPANSION JOINT RELOCATION 3 1 A2.0 1 A2.1 2 A2.1 1 A2.0 2 MECHANICAL 120 TOILET 113 FEMALE SHOWER & LOCKER ROOM 114 FEMALE BATHROOM 111 MALE SHOWERS & LOCKERS 119 FEMALE DORMS 110 MALES DORMS 115 TURNOUT ROOM 123 KITCHEN 107 AIRLOCK 121 STORAGE 122 ELECTRICAL 108 1601 SF APPARATUS BAY 124 STORAGE 125 TURNOUT GEAR STORAGE 126 EQUIPMENT MAINTENANCE 127 DAYROOM/ DINING 105 FITNESS ROOM 106 MALE BATHROOM 116 LOBBY 101 UNISEX BATHROOM 103 SHIFT SUPERVISOR 102 5' - 3 1/2" 40' - 0" 12' - 1 1/2" TOILET 117 TOILET 112 11' - 9 1/2" 18' - 6" 40' - 0" 10' - 2" 10' - 2" 20' - 1" 15' - 6" 36 SF UNISEX BATHROOM 130 300 SF SAFE/ MULTI-PURPOSE ROOM 13 5' - 2" 17' - 11" 17' - 7" DRYER WASHER DRYER WASHER EMS OFFICE 104 8' - 7" 5' - 3" 13' - 1" 11' - 2 1/2" 5' - 10" JANITOR 109 GENERATOR ROOM 131 3' - 0 1/2" 59' - 8" 40' - 8" 80' - 8 1/2" 80' - 8 1/2" 51' - 9" 31' - 8 1/2" 1 A3.0 1 A3.0 2 A3.0 2 A3.0 1 A3.1 1 A3.1 2 A3.1 2 A3.1 5' - 3" 7' - 11" 5' - 0" 6' - 5" 9' - 0 1/2" 8' - 0" 13' - 1 1/2" 5' - 0 1/2" 8' - 4 1/2" 3' - 0" 8' - 0 1/2" 11' - 7 1/2" 5' - 1" 6' - 11" 18' - 4" 16' - 1" 18' - 6" 7' - 6" 14' - 5 1/2" 30' - 9" 11' - 9 1/2" 11' - 10" 38' - 5 1/2" 9" 2' - 2" 14' - 6" 2' - 2" 1' - 6" 2' - 2" 14' - 6" 2' - 2" 9" 9" 2' - 2" 14' - 6" 2' - 2" 1' - 6" 2' - 1 1/2" 14' - 6" 2' - 1 1/2"10" 23' - 3 1/2" 13' - 1 1/2" 2' - 5" 3' - 2 1/2" 11' - 4 1/2" 6" 3' - 2 1/2" 2' - 1 1/2" 17' - 6 1/2" 7' - 10 1/2" 5' - 3" 4' - 5 1/2" 3' - 0" 7' - 7" 13' - 8 1/2" 23' - 0 1/2" A6.0 2 5 A6.3 2 3 9" 14' - 11" 3' - 7" 19' - 3 1/2" 4 3 A6.1 2 4 3 5 A6.2 2 17' - 11" 1 2 3 4 5 6 7 A B C D E F 2 A5.7 1 A5.7 12' - 2" 16' - 7 1/2" 11' - 9 1/2" 11' - 9 1/2" 2' - 1 1/2" 8' - 5" 9' - 4 1/2" 6' - 7" 6' - 9" 8' - 11" 3' - 0 1/2" 8' - 10" 5' - 0" 5' - 9" 21' - 8" 63 SF CORRIDOR 128 18 SF UTILITY ROOM 132 151 SF CORRIDOR 129 19' - 0 1/2" 19' - 0 1/2" 14' - 0" 16' - 9" 15' - 6" 61' - 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: 340.7.1600 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS 1A1.1 FIRST LEVEL DIMENSION PLAN 23-005.E J.P.W. 3/16" = 1'-0" 1 MAIN LEVEL - DIMENSIONED PLAN NO. DATE REMARKS S S S S S S S S S MECHANICAL 120 TOILET 113 FEMALE SHOWER & LOCKER ROOM 114 FEMALE BATHROOM 111 MALE SHOWERS & LOCKERS 119 FEMALE DORMS 110 MALES DORMS 115 TURNOUT ROOM 123 KITCHEN 107 AIRLOCK 121 STORAGE 122 ELECTRICAL 108 APPARATUS BAY 124 STORAGE 125 TURNOUT GEAR STORAGE 126 EQUIPMENT MAINTENANCE 127 DAYROOM/ DINING 105 FITNESS ROOM 106 MALE BATHROOM 116 LOBBY 101 UNISEX BATHROOM 103 SHIFT SUPERVISOR 102 22' - 2 1/2" TOILET 117 TOILET 112 36 SF UNISEX BATHROOM 130 SAFE/ MULTI-PURPOSE ROOM 133 DRYER WASHER DRYER WASHER EMS OFFICE 104 JANITOR 109 GENERATOR ROOM 131 CORRIDOR 128 1 2 3 4 5 6 7 A B C D E F UTILITY ROOM 132 FIRE ESCAPE ROUTE CODE COMPLIANT EGRESS RECESSED FIRE EXTINGUISHER CABINET WITH 5LBS ABC EXTINGUISHER LIFE SAFETY LEGEND S CEILING OR WALL MOUNTED SMOKE DETECTOR 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS 1A1.2 FIRST LEVEL LIFE SAFETY PLAN 23-005.E J.P.W. 3/16" = 1'-0" 1 MAIN LEVEL - LIFE SAFETY PLAN NO. DATE REMARKS S S S S S S S S S S 1 2 3 4 5 6 7 A B C D E F C2: PAINTED EXPOSED STRUCTURE C3 10' -0" A.F.F. C2 C2 C2 C2 C2 C1 10' -0" A.F.F. C3 10' -0" A.F.F. C3 10' -0" A.F.F. C2 C2 C2 C3 10' -0" A.F.F. C3 10' -0" A.F.F. C3 10' -0" A.F.F. C3 10' -0" A.F.F. C3 10' -0" A.F.F. C3 10' -0" A.F.F. C3 10' -0" A.F.F. C3 10' -0" A.F.F. C3 10' -0" A.F.F. C3 10' -0" A.F.F. C3 10' -0" A.F.F. C2 C1 10' -0" A.F.F. C1 10' -0" A.F.F. C1 10' -0" A.F.F. C1 10' -0" A.F.F. C1 10' -0" A.F.F. C3 10' -0" A.F.F. C1 10' -0" A.F.F. C1 10' -0" A.F.F. C2 CEILING C1 24X24 ACOUSTICAL CEILING TILE LAYOUT CENTERED IN ROOM OR CORRIDOR UNLESS OTHERWISE NOTED - 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 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS 1A1.3 FIRST LEVEL REFLECTED CEILING PLAN 23-005.E J.P.W. 3/16" = 1'-0" 1 REFLECTED CEILING PLAN NO. DATE REMARKS 1/4" / 12" 1/4" / 12" 1/8": 12" CRICKET RIDGE 1/8": 12" CRICKET 1/8": 12" CRICKET SUNSCREEN CONC. SCUPPER WITH 4" DRAIN DRAINAGE PASS THRU IN PARAPET WALL CONC. SCUPPER WITH 4" DRAIN DRAINAGE PASS THRU IN PARAPET WALL 1/8": 12" CRICKET 1/8": 12" CRICKET 12' - 11" RIDGE RIDGE 1/8": 12" CRICKET 1/8": 12" CRICKET 1/8": 12" CRICKET 1/8": 12" CRICKET 1/8": 12" CRICKET 1 2 3 4 5 6 7 A B C D E F 4" DRAIN 4" DRAIN 1/8": 12" CRICKET RIDGE 1/8":12" CRICKET 1/8":12" CRICKET EXPANSION JOINT 1/8": 12" CRICKET 1/8": 12" CRICKET 3" Ø ROOF DRAIN 6' - 0" 6' - 0" 1/8": 12" CRICKET 1/4" / 12" 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS 1A1.4 ROOF PLAN 23-005.E J.P.W. 3/16" = 1'-0" 1 ROOF PLAN NO. DATE REMARKS 1 7/2/25 SCHEDULE REVISION LEVEL 1 0' - 0" ROOF LEVEL 14' - 0" APPARATUS ROOF 22' - 0" ROLL UP DOORS SCUPPER ROOF DRAIN PAINTED PLASTER FINISH SCORELINE FLASHING SCUPPER ROOF DRAIN SCORELINE SCUPPER ROOF DRAIN PAINTED PLASTER FINISH COMPOSITE PANEL CLADDING BUILDING HEIGHT 22' - 0" 1 2 3 4 5 6 7 14' - 0" 124-D 124-C A 105-B 16' - 0" LEVEL 1 0' - 0" ROOF LEVEL 14' - 0" APPARATUS ROOF 22' - 0" SCUPPER ROOF DRAIN PAINTED PLASTER FINISH SCORELINE FLASHING SCORELINE SCUPPER ROOF DRAIN PAINTED PLASTER FINISH COMPOSITE PANEL CLADDING A B C D E F 9' - 6 1/2" 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A2.0 ELEVATIONS 23-005.E J.P.W. 3/16" = 1'-0" 1 WEST ELEVATION 3/16" = 1'-0" 2 NORTH ELEVATION NO. DATE REMARKS LEVEL 1 0' - 0" ROOF LEVEL 14' - 0" APPARATUS ROOF 22' - 0" ROLL UP DOORS SCUPPER ROOF DRAIN PAINTED PLASTER FINISH SCORELINE FLASHING SCORELINE SCUPPER ROOF DRAIN PAINTED PLASTER FINISH 1 2 3 4 5 6 7 14' - 0" 7' - 8" 11' - 9" LEVEL 1 0' - 0" ROOF LEVEL 14' - 0" APPARATUS ROOF 22' - 0" PAINTED PLASTER FINISH SUNSCREEN FLASHING SCORELINE SCUPPER ROOF DRAIN PAINTED PLASTER FINISH COMPOSITE PANEL CLADDING A B C D E F 9' - 3" 11' - 9" 10' - 6" 9' - 10 1/2" 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A2.1 ELEVATIONS 23-005.E J.P.W. 3/16" = 1'-0" 1 EAST ELEVATION 3/16" = 1'-0" 2 SOUTH ELEVATION 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A2.2 AXONS 23-005.E J.P.W. 1 BUILDING AXON-1 2 BUILDING AXON-2 3 BUILDING AXON-3 4 BUILDING AXON-4 NO. DATE REMARKS LEVEL 1 0' - 0" FOUNDATION -2' - 0" ROOF LEVEL 14' - 0" APPARATUS ROOF 22' - 0" CISTERN LEVEL -10' - 10" MALES DORMS 115 TURNOUT ROOM 123 APPARATUS BAY 124 TURNOUT GEAR STORAGE 126 DAYROOM/ DINING 105 FITNESS ROOM 106 CISTERN 001 1 2 3 4 5 6 7 10' - 0" 10' - 0" 10' - 10" 1/4" / 12" 1/4" / 12" A5.8 2 A5.8 3 A5.3 4 LEVEL 1 0' - 0" FOUNDATION -2' - 0" ROOF LEVEL 14' - 0" APPARATUS ROOF 22' - 0" 1 A3.0 1 A3.0 APPARATUS BAY 124 A C D F 1 A5.7 1/4" / 12" 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A3.0 BUILDING SECTIONS 23-005.E J.P.W. 3/16" = 1'-0" 1 BUILDING SECTION AA-AA 3/16" = 1'-0" 2 BUILDING SECTION BB-BB NO. DATE REMARKS LEVEL 1 0' - 0" FOUNDATION -2' - 0" ROOF LEVEL 14' - 0" APPARATUS ROOF 22' - 0" 1 A3.0 1 A3.0 CISTERN LEVEL -10' - 10" SAFE/ MULTI-PURPOSE ROOM 133 GENERATOR ROOM 131 CISTERN 001 A B C D E F 1 A5.7 LEVEL 1 0' - 0" FOUNDATION -2' - 0" ROOF LEVEL 14' - 0" APPARATUS ROOF 22' - 0" 1 A3.0 1 A3.0 FEMALE BATHROOM 111 FEMALE DORMS 110 MALES DORMS 115 MALE BATHROOM 116 TOILET 117 A B C D E F 10' - 0" A5.5 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A3.1 BUILDING SECTIONS 23-005.E J.P.W. 3/16" = 1'-0" 1 BUILDING SECTION CC-CC 3/16" = 1'-0" 2 BUILDING SECTION DD-DD 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 FINISH P2 PLASTER FINISH C1 24X24 ACOUSTICAL CEILING TILE - ARMSTRONG BEVELED TEGULAR 3/16" INTERLUDE DIMENSIONAL TEE SYSTE, WITH 24"X24"X1" OPTIMA OPEN PLAN CEILING TILES (COLOR WHITE) C2 PAINTED EXPOSED STRUCTURE C3 PAINTED GYPUM WALL BOARD T TILE CMU CONCRETE MASONRY UNIT CWB CEMENT WALL BOARD GWB MOISTURE & MILDEW RESISTANT GYPSUM WALL BOARD PNT PAINTED FINISH CONC. CONCRETE DOOR MATERIAL S.C. WOOD SOLID CORE WOOD H.M. HOLLOW METAL ALUMN. ALUMINUM 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A4.0 SCHEDULES 23-005.E J.P.W. DOOR SCHEDULE DOOR MARK ASSEMBLY DESCRIPTION TYPE WIDTH HEIGHT THICKNESS MATERIAL COMMENTS 101 STOREFRONT DOOR 01 3' - 4 3/4" 7' - 0 3/4" ALUMN. IMPACT RESISTANT ASSEMBLY WITH THRESHOLD 102 SINGLE FLUSH 02 3' - 0" 6' - 8" 0' - 1 3/4" S.C. WOOD 103 SINGLE FLUSH 02 3' - 0" 6' - 8" 0' - 1 3/4" S.C. WOOD 104 SINGLE FLUSH W/ VISION LITE 03 3' - 0" 7' - 0" 0' - 1 3/4" S.C. WOOD 105-A SINGLE FLUSH 02 3' - 0" 6' - 8" 0' - 1 3/4" S.C. WOOD 105-B STOREFRONT DOOR 01 3' - 1 1/4" 7' - 1 1/2" ALUMN. IMPACT RESISTANT ASSEMBLY WITH THRESHOLD 106 STOREFRONT DOUBLE SLIDING 04 5' - 8 1/4" 7' - 7" 0' - 3" ALUMN. 108 SINGLE FLUSH W/ LOUVER 05 3' - 0" 6' - 8" 0' - 2" S.C. WOOD 109 SINGLE FLUSH 06 2' - 6" 6' - 8" 0' - 1 3/4" S.C. WOOD 110 SINGLE FLUSH 02 3' - 0" 6' - 8" 0' - 1 3/4" S.C. WOOD 111 SINGLE FLUSH 02 3' - 0" 6' - 8" 0' - 1 3/4" S.C. WOOD 112 SINGLE FLUSH 06 2' - 6" 6' - 8" 0' - 1 3/4" S.C. WOOD 113 SINGLE FLUSH 02 3' - 0" 6' - 8" 0' - 1 3/4" S.C. WOOD 114 SINGLE FLUSH 02 3' - 0" 6' - 8" 0' - 1 3/4" S.C. WOOD 115 SINGLE FLUSH 02 3' - 0" 6' - 8" 0' - 1 3/4" S.C. WOOD 116 SINGLE FLUSH 02 3' - 0" 6' - 8" 0' - 1 3/4" S.C. WOOD 117 SINGLE FLUSH 06 2' - 6" 6' - 8" 0' - 1 3/8" S.C. WOOD 119 SINGLE FLUSH 02 3' - 0" 6' - 8" 0' - 1 3/4" S.C. WOOD 120 DOUBLE FLUSH W/ LOUVER 07 6' - 0" 7' - 0" 0' - 1 3/4" H.M. 207 MPH WIND DESIGN - IMPACT PROTECTIVE ASSEMBLY AND HARDWARE 121-A SINGLE FLUSH 02 3' - 0" 6' - 8" 0' - 1 3/4" S.C. WOOD 121-B SINGLE FLUSH 02 3' - 0" 6' - 8" 0' - 1 3/4" S.C. WOOD 122 SINGLE FLUSH 02 3' - 0" 6' - 8" 0' - 1 3/4" S.C. WOOD 123-A SINGLE FLUSH 02 3' - 0" 6' - 8" 0' - 1 3/4" S.C. WOOD 123-B DOUBLE FLUSH 08 6' - 0" 7' - 0" 0' - 1 3/4" S.C. WOOD 124-A ROLL UP GARAGE DOOR 09 14' - 6" 14' - 0" 0' - 1 1/2" H.M. IMPACT RESISTANT ASSEMBLY 124-B ROLL UP GARAGE DOOR 09 14' - 6" 14' - 0" 0' - 1 1/2" H.M. IMPACT RESISTANT ASSEMBLY 124-C ROLL UP GARAGE DOOR 09 14' - 6" 14' - 0" 0' - 1 1/2" H.M. IMPACT RESISTANT ASSEMBLY 124-D ROLL UP GARAGE DOOR 09 14' - 6" 14' - 0" 0' - 1 1/2" H.M. IMPACT RESISTANT ASSEMBLY 125 SINGLE FLUSH 11 3' - 0" 7' - 0" 0' - 1 3/4" H.M. 207 MPH WIND DESIGN - IMPACT PROTECTIVE ASSEMBLY AND HARDWARE 126 SINGLE FLUSH 11 3' - 0" 7' - 0" 0' - 1 3/4" H.M. 207 MPH WIND DESIGN - IMPACT PROTECTIVE ASSEMBLY AND HARDWARE 127 SINGLE FLUSH 02 3' - 0" 6' - 8" 0' - 1 3/4" S.C. WOOD 128 SINGLE FLUSH 11 3' - 0" 7' - 0" 0' - 1 3/4" H.M. 207 MPH WIND DESIGN - IMPACT PROTECTIVE ASSEMBLY AND HARDWARE 130 SINGLE FLUSH 10 3' - 0" 7' - 0" 0' - 1 3/4" S.C. WOOD 131-A SINGLE FLUSH 10 3' - 0" 7' - 0" 0' - 1 3/4" S.C. WOOD 131-B DOUBLE FLUSH 21 6' - 0" 7' - 0" 0' - 1 3/4" H.M. 207 MPH WIND DESIGN - IMPACT PROTECTIVE ASSEMBLY AND HARDWARE 132-A SINGLE FLUSH 10 3' - 0" 7' - 0" 0' - 1 3/4" S.C. WOOD 132-B SINGLE FLUSH 11 3' - 0" 7' - 0" 0' - 1 3/4" H.M. 207 MPH WIND DESIGN - IMPACT PROTECTIVE ASSEMBLY AND HARDWARE 133-A SINGLE FLUSH 10 3' - 0" 7' - 0" 0' - 1 3/4" S.C. WOOD 133-B SINGLE FLUSH 11 3' - 0" 7' - 0" 0' - 1 3/4" H.M. 207 MPH WIND DESIGN - IMPACT PROTECTIVE ASSEMBLY AND HARDWARE Grand total: 39 WINDOW SCHEDULE TYPE DESCRIPTION SIZE GLAZING MATERIAL REMARKS WIDTH HEIGHT A 3'-0"W x 5'-0"H 3' - 0" 5' - 0" IMPACT RESISTANT GLASS ALUMINUM ROOM FINISH SCHEDULE ROOM NO. ROOM NAME Area FLOOR BASE WALL CEILING REMARKS MATL FIN MATL FIN NORTH SOUTH EAST WEST MATL FIN HEIGHT MOLDIN G MATL FIN MATL FIN MATL FIN MATL FIN 001 CISTERN 606 SF 101 LOBBY 143 SF CONC. F1 B1 P1 P1 P1 P1 C1 102 SHIFT SUPERVISOR 207 SF CONC. F1 B1 P1 P1 P1 P1 C1 103 UNISEX BATHROOM 46 SF CONC. F1 P1 P1 P1 P1 C3 104 EMS OFFICE 101 SF CONC. F1 P1 P1 P1 P1 C1 105 DAYROOM/ DINING 629 SF CONC. F1 B1 P1 P1 P1 P1 C1 106 FITNESS ROOM 154 SF CONC. F1 P1 P1 P1 P1 C1 107 KITCHEN 116 SF CONC. F1 B1 P1 P1 P1 P1 C3 108 ELECTRICAL 105 SF CONC. F1 P1 P1 P1 P1 C2 109 JANITOR 35 SF CONC. F2 P1 P1 P1 P1 C1 110 FEMALE DORMS 321 SF CONC. F1 B1 P1 P1 P1 P1 C1 111 FEMALE BATHROOM 95 SF CONC. F1 P1 P1 P1 P1 C3 112 TOILET 15 SF CONC. F1 P1 P1 P1 P1 C3 113 TOILET 42 SF CONC. F1 P1 P1 P1 P1 C3 114 FEMALE SHOWER & LOCKER ROOM 81 SF CONC. F1 P1 P1 P1 P1 C3 115 MALES DORMS 568 SF CONC. F1 B1 P1 P1 P1 P1 C1 116 MALE BATHROOM 113 SF CONC. F1 P1 P1 P1 P1 C3 117 TOILET 44 SF CONC. F1 P1 P1 P1 P1 C3 119 MALE SHOWERS & LOCKERS 125 SF CONC. F1 P1 P1 P1 P1 C3 120 MECHANICAL 207 SF CONC. F1 P1 P1 P1 P1 C2 121 AIRLOCK 39 SF CONC. F1 P1 P1 P1 P1 C1 122 STORAGE 84 SF CONC. F1 P1 P1 P1 P1 C1 123 TURNOUT ROOM 147 SF CONC. F1 B1 P1 P1 P1 P1 C1 124 APPARATUS BAY 1601 SF CONC. F2 CMU P2 CMU P2 CMU P2 CMU P2 C2 125 STORAGE 184 SF CONC. F2 P2 P2 P2 P2 C2 126 TURNOUT GEAR STORAGE 244 SF CONC. F1 B1 P1 P1 P1 P1 C1 127 EQUIPMENT MAINTENANCE 198 SF CONC. F1 P2 P2 P2 P2 C2 128 CORRIDOR 63 SF CONC. F1 B1 P1 P1 P1 P1 C1 129 CORRIDOR 151 SF 130 UNISEX BATHROOM 36 SF CONC. F1 P1 P1 P1 P1 C3 131 GENERATOR ROOM 264 SF CONC. P1 P1 P1 P1 C1 132 UTILITY ROOM 188 SF 133 SAFE/ MULTI-PURPOSE ROOM 300 SF CONC. F1 B1 P1 P1 P1 P1 C3 Grand total: 33 7253 SF NO. DATE REMARKS 1 7/2/25 SCHEDULE REVISION 2 7/2/25 DOOR ABBREVIATION 1 2 1 3' - 0" 3' - 0" 3' - 0" 3' - 0" PLAN VIEW (PARTIAL OPEN DOOR) SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE 01 02 03 04 05 06 07 08 09 10 SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE 8" 3" 3" 7' - 1" 11 SEE SCHEDULE SEE SCHEDULE 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A4.1 DOOR ELEVATIONS 23-005.E J.P.W. 1/2" = 1'-0" Door Legend NO. DATE REMARKS A FINISHED FLOOR FINISHED FLOOR B TEMPERED GLASS ASSEMBLY 6" W13 3' - 0" 5' - 0" 8' - 0" 3' - 0" 5' - 0" 8' - 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: 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A4.2 WINDOW ELEVATIONS 23-005.E J.P.W. NO. DATE REMARKS (2) 3-5/8" STEEL STUDS 1 LAYER 5/8" SHEETROCK GYPSUM PANEL ON EACH SIDE 3-1/2" FIBERGLASS INSULATION DOOR JAMB 5" STUD TYPE A 2x20 GA CONTINUOUS METAL STRAP HOLLOW METAL FRAME (2) 2-1/2" STEEL STUDS 2 LAYER 5/8" SHEETROCK GYPSUM PANEL ON EACH SIDE 2-1/2" FIBERGLASS INSULATION DOOR JAMB 5" STUD TYPE B 2x20 GA CONTINUOUS METAL STRAP HOLLOW METAL FRAME (2) 2-1/2" STEEL STUDS 2 LAYER 5/8" SHEETROCK GYPSUM PANEL 2-1/2" FIBERGLASS INSULATION DOOR JAMB 6" STUD HOLLOW METAL FRAME 2x20 GA CONTINUOUS METAL STRAP 8" CMU BLOCK 5/8" PLASTER ON EACH SIDE SEALANT HOLLOW METAL FRAME GROUT SOLID DOOR JAMB 8" CMU SEALANT WITH BOND BREAKER TAPE PLASTER TRIM 8" CONCRETE WALL PLASTER FINISH SEALANT HOLLOW METAL FRAME GROUT SOLID DOOR JAMB 8" CONCRETE 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A4.3 JAMB DETAILS 23-005.E J.P.W. 3" = 1'-0" 1 JAMB DETAILS NO. DATE REMARKS 3/8 " 4 1/2" 1/2" 1-3/4" WALL SHEATHING PER ROOM FINISH SCHEDULE METAL STUD FRAMING SOLID WOOD NAILER DOOR CLOSER FRAME LESS GLASS DOOR ASSEMBLY FINISH FLOOR SCHEDULE HEADER DETAIL AT DOOR WALL SHEATHING PER ROOM FINISH SCHEDULE METAL STUD FRAMING SOLID WOOD NAILER GLASS PANEL SIDE LIGHT FRAME LESS GLASS DOOR ASSEMBLY FINISH FLOOR SCHEDULE HEADER DETAIL AT GLASS PAINTED PLASTER FINISH LINTEL BLOCK HEADER. SEE STRUCTURAL. IMPACT RESISTANT GLASS WINDOW ASSEMBLY. WOOD SHIM BLOCKING WALL FINISH PER SCHEDULE PVC WEEPHOLES AT ALL WINDOWS AND DOOR HEADS ONE AT EACH CORNER AND MAX 4'-0" APART WINDOW HEADER DETAIL INSULATION VAPOR BARRIER CONCRETE SILL WALL FINISH PER SCHEDULE 1-5/8" METAL STUD DRIP EDGE STAINLESS STEEL THROUGH WALL FLASHING PAINTED PLASTER FINISH BACKER ROD AND SEALANT ANCHOR STORE FRONT TO MASONRY AS PER MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE IMACT RESISTANT RATING. IMPACT RESISTANT GLASS WINDOW. X HARDWOOD SILL X HARDWOOD TRIM WINDOW SILL DETAIL WOOD SHIM AS REQUIRED INTERIOR EXTERIOR INTERIOR EXTERIOR DRIP EDGE 3 1/2" 1/2" 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A4.4 JAMB DETAILS 23-005.E J.P.W. 3" = 1'-0" 1 HEADER AND JAMB DETAILS 3" = 1'-0" 2 WINDOW HEADER AND SILL DETAIL NO. DATE REMARKS DUROWALL HORIZONTAL REINFORCMENT EVERY OTHER COURSE TYPICAL 1- #6 VERT. REINF. BAR @ 8" O.C. IN FULLY GROUTED CONC. FILLED CELLS CMU WALL WITH 5/8" PLASTER BOTH SIDES 7 1/2" 9" DUROWALL HORIZONTAL REINFORCMENT EVERY OTHER COURSE TYPICAL 1- #5 VERT. REINF. BAR @ 8" O.C. IN FULLY GROUTED CONC. FILLED CELLS CMU WALL WITH 5/8" PLASTER BOTH SIDES 7 1/2" 9" WALL TYPE 1 - 8" CMU TYPE A WALL TYPE 2 - 8" CMU TYPE B DUROWALL HORIZONTAL REINFORCMENT EVERY OTHER COURSE TYPICAL 1- #5 VERT. REINF. BAR @ 24" O.C. IN FULLY GROUTED CONC. FILLED CELLS CMU WALL WITH 5/8" PLASTER BOTH SIDES 7 1/2" 9" WALL TYPE 3 - 8" CMU TYPE C 8" 9 1/2" 8" CMU 8" CMU 8" CMU 8" CONC. CONC. WALL WITH 5/8" PLASTER BOTH SIDES 1-#6 VERTICAL REINF. @ 10" O.C. 1-#5 HORIZONTAL REINF. @ 10" O.C. WALL TYPE 4 - 8" CONC. TYPE A 8" 9 1/2" 8" CONC. CONC. WALL WITH 5/8" PLASTER BOTH SIDES 1-#5 VERTICAL REINF. @ 10" O.C. 1-#5 HORIZONTAL REINF. @ 10" O.C. WALL TYPE 5 - 8" CONC. TYPE B 3-5/8" STEEL STUDS 1 LAYER 5/8" SHEETROCK GYPSUM PANEL ON EACH SIDE 3-1/2" FIBERGLASS INSULATION WALL TYPE 6 - 5" STUD TYPE A 2-1/2" STEEL STUDS @ 16" O.C. 2 LAYER 5/8" SHEETROCK GYPSUM PANEL ON EACH SIDE 2-1/2" FIBERGLASS INSULATION WALL TYPE 7 - 5" STUD TYPE B 5" 2-1/2" STEEL STUDS @ 16" O.C. 2 LAYER 5/8" SHEETROCK GYPSUM PANEL 2-1/2" FIBERGLASS INSULATION WALL TYPE 8 - 6" STUD 5" STUD 5" STUD 6" STUD 6" 1 LAYER 5/8" SHEETROCK GYPSUM PANEL 1-#6 VERTICAL REINF. @ 10" O.C. EACH FACE WITH 1-1/2" COVER 1-#5 HORIZONTAL REINF. @ 10" O.C. EACH FACE WITH 1-1/2" COVER 12" OCNC. 1' - 0" WALL TYPE 9 - 12" CONC. 2-1/2" STEEL STUD @ 16" O.C. 1 LAYER 5/8" MOISTURE & MOLD RESISTANT CEMENT BOARD MASONRY WALL SPECIFIED ON PLAN WALL TYPE 10 - 3" FURRED WALL 3" FURRED 3" 3-5/8" STEEL STUDS 1 LAYER 5/8" CEMENT BOARD WITH PLASTER ON EACH SIDE 3-1/2" FIBERGLASS INSULATION WALL TYPE 11 - 9" STUD TYPE A 9 1/2" 1" AIR LAYER 3-5/8" STEEL STUDS 1 LAYER 5/8" SHEETROCK GYPSUM PANEL 3-1/2" FIBERGLASS INSULATION WALL TYPE 12 - 9" STUD TYPE B 9 1/2" 1" AIR LAYER 1 LAYER 5/8" CEMENT BOARD WITH PLASTER 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A5.0 WALL DETAILS 23-005.E J.P.W. 1 1/2" = 1'-0" 1 WALL DETAILS NO. DATE REMARKS FLEXIBLE AIR SUPPLY DUCT METAL HANGER SUPPORT FOR REGISTER MAIN TEE RUNNER REIGISTER SUPPORT 2'-0" X 2'-0" AIR SUPPLY SEE MECH. DWGS FOR CAPACITY AND SIZE ACOUSTICAL CEILING TILE PANEL CROSS TEE REGISTER SUPPORT FLEXIBLE AIR SUPPLY DUCT 2'-0" X 4'0" LIGHT FIXTURE. SEE ELECTRICAL DWGS FOR FIXTURE TYPE METAL HANGER SUPPORT FOR REGISTER MAIN TEE RUNNER REIGISTER SUPPORT ACOUSTICAL CEILING TILE PANEL CROSS TEE REGISTER SUPPORT MAIN TEE RUNNER MECH. SUSP. 4'-0" MAX GALVANIZE METAL CEILING GRID SUSP. HANGER 4'-0" O.C. TYPICAL CROSS TEE 2'- 0" O.C. 2'-0" X 2'-0" ACOUSTIC LAY IN TILE PANEL GALVANIZE METAL CEILING GRID SUSP. HANGER 4'-0" O.C. MAIN TEE RUNNER MECH. SUSP. 4'-0" MAX GALVANIZE METAL CEILING GRID SUSP. HANGER 4'-0" O.C. CORNER BEAD FINISHED WALL ANGLE AND MOULDING TRIM SUSPENDED WATER AND MOLD RESISTANT GYPSUM BOARD FINISHED WALL ANGLE AND MOULDING TRIM 1" FURRING CHANNEL @ 2'-0" O.C. SPACING 1" FURRING CHANNEL AT 2'-0" O.C. GALVANIZE METAL CEILING GRIS SUSP. HANGER 4'-0" O.C. 2" MAIN CHANNEL AT 4'-0" O.C. WATER RESISTANT GYPSUM BOARD FINISHED WALL ANGLE AND MOULDING TRIM STUD WALL PARTITION FINISHED WALL ANGLE AND MOULDING TRIM WATER AND MOLD RESISTANT GYPSUM BOARD TYPICAL ACOUSTIC CEILING TILE FINISHED WALL ANGLE AND MOULDING TRIM GALVANIZE METAL CEILING GRID SUSP. HANGER 4'-0" O.C. MAIN TEE RUNNER MECH. SUSP. 4'-0" MAX STUD WALL PARTITION FINISHED WALL ANGLE AND MOULDING TRIM GRID HANGER AT 4'-0" 2" MAIN CHANNEL AT 4'-0" O.C. FACTORY FINISHED ACCESS DOOR OPENING IN FRAMING FOR ACCESS HATCH WATER AND MOLD RESISTANT GYPSUM BOARD WATER AND MOLD RESISTANT GYPSUM BOARD GALVANIZE METAL CEILING GRID SUSP. HANGER 4'-0" O.C. TYPICAL ACOUSTIC CEILING TILE FINISHED WALL ANGLE AND MOULDING TRIM MAIN TEE RUNNER MECH. SUSP. 4'-0" MAX 1" FURRING CHANNEL AT 2'-0" O.C. SPACING 2" MAIN CHANNEL AT 4'-0" O.C. SUSPENDED WATER AND MOLD RESISTANT GYPSUM BOARD STUD WALL PARTITION 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A5.1 CEILING DETAILS 23-005.E J.P.W. 3/4" = 1'-0" 1 CEILING DETAIL AT REGISTER 3/4" = 1'-0" 2 CEILING DETAIL AT LIGHT FIXTURE 3/4" = 1'-0" 3 TYPICAL SUSPENDED CEILING DETAIL 3/4" = 1'-0" 5 BULKHEAD DETAIL 3/4" = 1'-0" 4 GYP. BOARD CEILING DETAIL 3/4" = 1'-0" 6 ACT CEILING DETAIL 3/4" = 1'-0" 7 CEILING ACCESS HATCH DETAIL 3/4" = 1'-0" 8 CEILING DETAIL-GYP. BOARD & ACT CEILING NO. DATE REMARKS HOT-AIR WELD SINGLE-PLY MEMBRANE SYSTEM FULLY ADHERED & MECHANICALLY FASTENED DENSDECK GYPSUM ROOF BOARD SHEATHING RIGID INSULATION SECURELY FASTENED NEW CONCRETE ROOF SLAB 5" SINGLE-PLY MEMBRANE SYSTEM FULLY ADHERED & MECHANICALLY FASTENED DENSDECK GYPSUM ROOF BOARD SHEATHING A/C UNIT BASE WOOD NAILER CONCRETE CURB TERMINATION BAR AND SEALANT FASTENER AND BAR WITH PVC CORD HOT-AIR WELD RIGID INSULATION SECURELY FASTENED NEW CONCRETE ROOF SLAB 2" MIN. DENSDECK GYPSUM ROOF BOARD SHEATHING INSULATION SECURELY FASTENED AND MECHANICALLY ATTACHED PITCH POCKET SEALANT CEMENT BASED GROUT FLASHING PENETRATIONS METAL PITCH PAN FASTENED 4" O.C. USING GALVANIZED ANNULAR RING NAILS TREATED WOOD NAILER NEW CONCRETE ROOF SLAB HOT-AIR WELDED SINGLE-PLY MEMBRANE SYSTEM FULLY ADHERED & MECHANICALLY FASTENED DENSDECK GYPSUM ROOF BOARD SHEATHING NEW CHILLED WATER LINE NEW METAL STRAP BRACKET INSULATION SECURELY FASTENED SEALANT AT FASTENER PENETRATION TYPICAL SOLID WOOD NAILER MECHANICALLY ATTACHED BASE FLASHING HOT-AIR WELDED NEW CONCRETE ROOF SLAB NEW METAL STRAP NEW 4"Ø ELECTRIC CONDUIT NEW 2" CHANNEL NEW 2" Ø TUBULAR STEEL PIPE DENSDECK GYPSUM ROOF BOARD SHEATHING SINGLE PLY FLASHING MEMBRANE FASTENER AND BAR WITH PVC CORD RIGID INSULATION SECURELY FASTENED BASE FLASHING HOT-AIR WELDED SINGLE PLY MEMBRANE SYSTEM FULLY ADHERED & MECHANICALLY FASTENED NEW CONCRETE ROOF SLAB 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A5.2 ROOF DETAILS 23-005.E J.P.W. 1 1/2" = 1'-0" 1 ROOF DRAIN DETAIL 1 1/2" = 1'-0" 2 CURB DETAIL 1 1/2" = 1'-0" 3 PITCH POCKET DETAIL 1 1/2" = 1'-0" 4 CHILLED WATER SUPPLY LINE DETAIL 1 1/2" = 1'-0" 5 ELECTRICAL CONDUIT SUPPORT DETAIL NO. DATE REMARKS CAP FLASHING TAPERED WOOD NAILER AT APPARATUS BAY CONCRETE ROOF SLAB. SEE STRUCTURAL FOR SPECS, DETAILS, AND SIZES. RIGID INSULATION DENSDECK GYPSUM ROOF BOARD SHEATHING 3/4" PLYWOOD SINGLE PLY MEMBRANE FLASHING 8" OR 12" CMU WALL CURB WITH PAINTED 3/4" PLASTER FINISH 8" OR 12" CMU WALL WITH PAINTED 3/4" PLASTER FINISH A5.4 3 COUNTER FLASHING WITH URETHANE SEALANT TERMINATION WITH URETHANE SEALNT AND FASTENERS @ 12" O.C. SINGLE-PLY ROOF MEMBRANE TURNED UP THE WALL BLOCKING WITH 3/4" PLYWOOD SHEATHING DENSDECK GYPSUM ROOF BOARD SHEATHING CONCRETE ROOF SLAB. SEE STRUCTURAL FOR SPECS, DETAILS, AND SIZES. 8" OR 12" CMU WALL COUNTER FLASHING WITH URETHANE SEALANT TERMINATION WITH URETHANE SEALNT AND FASTENERS @ 12" O.C. SINGLE-PLY ROOF MEMBRANE TURNED UP THE WALL BLOCKING WITH 3/4" PLYWOOD SHEATHING DENSDECK GYPSUM ROOF BOARD SHEATHING RIGID INSULATION CONCRETE ROOF SLAB. SEE STRUCTURAL FOR SPECS, DETAILS, AND SIZES. 8" OR 12" CONCRETE WALL 4" PVC PIPE 1-1/2" CHAMFER 3" 8" 2" 1' - 1" RAISED METAL DRIP COUNTER FLASHING SINGLE-PLY MEMBRANE FLASHING 11" 5" 1' - 4" CONC. BEAM (SEE STRUCTURAL SLAB) SINGLE-PLY MEMBRANE FLASHING DENSDECK GYPSUM ROOF SHEATHING RIGID INSULATION 8" CONCRETE ROOF SLAB (SEE STRUCTURAL) 1' - 10" 1' - 2" 1' - 2" 10" 8" 4" 3" FINISH CAP FLASHING SINGLE MEMBRANE FLASHING COUNTER FLASHING 4" PVC DOWN SPOUT WITH ROOF DRAIN CONCRETE SCUPPER FINISH CAP FLASHING CONC. BEAM ABOVE. (SEE STRUCTURAL) SINGLE MEMBRANE FLASHING 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A5.3 ROOF DETAILS 23-005.E J.P.W. 1 1/2" = 1'-0" 1 ROOF SECTION AT CMU CURB 1 1/2" = 1'-0" 2 ROOF SECTION 1 1/2" = 1'-0" 3 ROOF SECTION AT CONCRETE WALL 1 1/2" = 1'-0" 4 ROOF SECTION AT SCUPPER DRAIN DETAIL 1 1/2" = 1'-0" 5 ROOF SECTION AT SCUPPER - PLAN VIEW NO. DATE REMARKS METAL CAP FLASHING ON CONTINOUS WOOD NAILER 3/4" PLYWOOD CANT ON 2X BLOCKING SINGLE PLY MEMBRANE RIGID INSULATION DENSDECK GYPSUM ROOF BOARD SHEATHING CONCRETE DRAIN SCUPPER 4" PVC DOWN SPOUT LEADER FIN. METAL RECTANGULAR CLADDING AROUND PVC DOWNSPOUT STEEL BEAM. SEE STRUCTURAL DWGS FOR DETAILS, SIZES, AND SPECS CONCRETE BEAM (SEE STRUCTURAL FOR DETAILS, SIZES, AND SPECS) CMU WALL (SEE STRUCTURAL FOR DETAILS, SIZES, AND SPECS) A5.4 4 METAL CAP FLASHING ON CONTINOUS WOOD NAILER 3/4" PLYWOOD CANT ON 2X BLOCKING SINGLE PLY MEMBRANE RIGID INSULATION DENSDECK GYPSUM ROOF BOARD SHEATHING STEEL BEAM. SEE STRUCTURAL DWGS FOR DETAILS, SIZES, AND SPECS CONCRETE BEAM (SEE STRUCTURAL FOR DETAILS, SIZES, AND SPECS) CMU WALL (SEE STRUCTURAL FOR DETAILS, SIZES, AND SPECS) A5.4 4 METAL CAP FLASHING WALL (PRIME MASONRY SURFACES) SEALANT CEMENT PLASTER FINISH CMU WALL. SEE STRUCTURAL FOR SPECS, DETAILS, AND SIZES. 2X WOOD NAILER METAL CAP FLASHING WALL (PRIME MASONRY SURFACES) SEALANT CEMENT PLASTER FINISH CAST-IN-PLACE CONCRETE PARAPET. SEE STRUCTURAL FOR SPECS, DETAILS, AND SIZES. 2X WOOD NAILER 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A5.4 ROOF DETAILS 23-005.E J.P.W. 1" = 1'-0" 1 ROOF DETAIL WITH CONCRETE SCUPPER 1" = 1'-0" 2 ROOF DETAIL WITH CONCRETE BEAM 3" = 1'-0" 3 CMU PARAPET CAP FLASHING DETAIL 3" = 1'-0" 4 CONCRETE PARAPET CAP FLASHING DETAIL NO. DATE REMARKS ROOF DRAIN PLASTER FINISH ON CMU WALL REINFORCED CONCRETE SLAB WITH 1/4"/FT SLOPE METAL CEILING PANELS INSTALLED AS PER MFGR SPECIFICATIONS 3" PVC ROOF DRAIN LEADER PLASTER FINISH ON CMU WALL PLASTER FINISH ON CMU WALL FLUID APPLIED WATERPROOFING MEMBRANE ON SLAB FLUID APPLIED WATERPROOFING MEMBRANE ON SLAB REINFORCED CONCRETE SLAB WITH 1/4"SLOPE TO ROOF DRAIN METAL CEILING PANELS INSTALLED AS PER MFGR SPECIFICATIONS CONT. 2X WOOD BLOCKING FINISHED CAP FLASHING COMPOSITE CLADDING INSTALL AS PER MFGR SPECIFICATIONS CLADDING FRAMING SUBSTRATE BY CLADDING MANUFACTURER COMPOSITE CLADDING SOFFIT INSTALLED AS PER MFGR. SPECIFICATIONS 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A5.5 ROOF DETAILS 23-005.E J.P.W. 3" = 1'-0" 1 WALKWAY ROOF DRAIN DETAIL 3" = 1'-0" 2 WALKWAY ROOF SLAB DETAIL NO. DATE REMARKS CAST IN PLACE CONCRETE WALL (SEE STRUCTURAL FOR DETAILS) CONTROL JOINT AMARR. ROLLING STEEL DOOR MODEL: 40 WITH LIFTMASTER OPERATOR H-5011 CONCRETE SLAB ON GRADE (SEE STRUCTURAL) CONTINUOUS CONCRETE FOOTING (SEE STRUCTURAL) COMPACTED FILL CONCRETE SLAB ON GRADE (SEE STRUCTURAL) TRENCH DRAIN AMARR. ROLLING STEEL DOOR MODEL: 40 WITH LIFTMASTER OPERATOR H-5011 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A5.6 DOOR DETAILS 23-005.E J.P.W. 1" = 1'-0" 1 OVERHEAD COILING DOOR DETAIL NO. DATE REMARKS LEVEL 1 0' - 0" ROOF LEVEL 14' - 0" 7 INTERIOR A4.4 2 LEVEL 1 0' - 0" ROOF LEVEL 14' - 0" 5' - 1" A5.7 3 WALL CONDITION IS ASSUMED 8" EXTRUDED ALUM AIRFOIL BLADE, TYP. ALUM BACKER PLATE, TYP. S/S THREADED RODS, TYP. SUNSHADE PROJECTION 5'-15/8" 8" ALUM BOX CASTING, TYP. 6" (NOM.) EXTRUDED ALUM INTERLOCK OUTRIGGER, TYP. CONTINUOUS 8" EXTRUDED ALUM FASCIA, TYP. (SHIPS LOOSE) CMU COLUMN 8" 1/8" (2) EQL SPCS @ 91/2" O.C. 3'-111/2" 61/8" 45° 56° PLASTER SECTION VIEW DETAIL OF CUSTOM CANTILEVER AIRFOIL SUNSHADE SYSTEM 2" 8" 6" DOUBLE 3-5/8" STEEL STUDS AT 16" O.C. 1 LAYER 5/8" SHEETROCK GYPSUM PANEL 3-1/2" FIBERGLASS INSULATION 1" AIR LAYER 8" CONCRETE WALL. SEE STRUCTURAL FOR DETAILS AND SPECS. 5/8" CEMENT BOARD WITH EXPANSION JOINT. SEE SHEET A5.8 1 LAYER 5/8" SHEETROCK GYPSUM PANEL ON EACH SIDE 8" STEEL STUD 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A5.7 WALL SECTIONS 23-005.E J.P.W. 3/4" = 1'-0" 1 WALL SECTION AT DORM WINDOW 3/4" = 1'-0" 2 WALL SECTION AT ENTRY 1 1/2" = 1'-0" 3 TYPICAL SUNSHADE DETAIL 1" = 1'-0" 4 WALL CONNECTIONS NO. DATE REMARKS MOISTURE BARRIER ELASTOMERIC GASKET ∅1/4" STN STL PAN HEAD SCREW W/ RUBBER WASHER & SEISMIC CENTERING BAR @ 18 " O.C. ALUMINUM COVER W/ MILL FINISH BY SIKA EMSEAL CONCRETE ANCHORS @ 24" O.C. (BY OTHERS) STAGGERED WFE [200-2400] WALL TO WALL CONDITION 1 1/2" 1" "J.O." MASONRY WALL. SEE FLOOR PLAN 1/2" SYSTEM WIDTH NOTE: USE SIKA EMSEAL WABO EXPANSION JOINT OR SIMILAR RJ-0200 MATERIAL 2-3 IN INSTALLATION WIDTH RJ-0400 3-5 IN RJ-0600 5-7 IN RJ-0800 7-9 IN HYDROFLEX 3 0 OR OTHER APPROVED PROTECTION (BY AMERICAN HYDROTECH) MONOLITHIC MEMBRANE 6 125- FR (BY AMERICAN HYDROTECH) ROOFJOINT (BY SIKA EMSEAL) SLIP SHEET (BY OTHERS) ONLY USED WHEN FLOODED W/ HOT APPLIED RUBBERIZED ASPHALT TERM BAR & FASTENER (BY SIKA EMSEAL) FLEX-FLASH F (BY AMERICAN HYDROTECH) NOTES: 1. SLIP SHEET CAN BE A STRIP OF FLEX-FLASH F OR POLYETHYLENE PLASTIC SHEET PLACED OVER THE INSTALLED MM6 125. THIS WILL ALLOW FOR FREE MOVEMENT OF THE EXPANSION JOINT SYSTEM AND MM6 125 UNDER THE PROTECTION SHEET. 2. LAPS OF THE PROTECTION SHEET SHOULD TAKE PLACE OVER THE JOINT AND LEFT DRY FOR FREE MOVEMENT VEE FLOODED WITH MM6 125 TO ENSURE CONTINUITY OF MEMBRANE AND FACILITATE DRAINAGE ACROSS THE JOINT TOP FLAP OF ROOFJOINT ENCAPSULATED IN AND BONDED TO WATERPROOFING MEMBRANE BOTTOM FLAP OF ROOFJOINT ENCAPSULATED IN AND BONDED TO WATERPROOFING MEMBRANE AS WELL AS MECHANICALLY FASTENED SIKA EMSEAL ROOFJOINT-FLUID APPLIED WATERPROOFING-FLOODED W/ MM6 125 ROOF SLAB. SEE STRUCTURAL 11/16" [27] SYSTEM WIDTH 3 /16 " GROOVED ALUM COVER PLATE NON-SHRINK GROUT (BY OTHERS) FINISHED FLOOR (BY OTHERS) ∅1/4" CONCRETE EXPANSION ANCHOR W/ WASHER AND NUT @ 24" O.C. FNB [200C-400C] DECK TO WALL CONDITION ALUMINUM BASE EXTRUSION ∅1/4" CONCRETE ANCHOR @ 24" O.C. 3 1/2" "J.O." MASONRY WALL. SEE PLAN CONCRETE SLAB. SEE STRUCTRAL. 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A5.8 DETAILS 23-005.E J.P.W. N.T.S. 1 EXPANSION JOINT DETAIL @ MASONRY WALL N.T.S. 2 EXPANSION JOINT DETAIL @ ROOF SLAB N.T.S. 3 EXPANSION JOINT DETAIL - WALL TO SLAB NO. DATE REMARKS A6.0 2 5 4 3 8' - 7 1/2" 5' - 3 1/2" 3' - 0" 5' - 3 1/2" 8' - 0 1/2" 12' - 0 1/4" 7' - 5" 6 7 A 113 112 114 5 5 1 3 7 6 6 4 6 7 2 2 2 2' - 10" 4 114 2 6 111 LOCKERS (N.I.C.) 4 112 113 2 1 NEW BOBRICK B-2012 SOAP DISPENSER OR SIMILAR 2 NEW BOBRICK B-293 TILTED MIRROR OR SIMILAR 3 4 5 NEW BOBRICK SHOWER SEAT OR SIMILAR 6 NEW KOHLER HANDHELD SHOWER OR SIMILAR 7 NEW KOHLER SHOWER BASE OR SIMILAR 8 9 10 RESTROOM ACCESSORIES LEGEND 11 NEW BOBRICK B-68137 OR SIMILAR ADA COMPLIANT GRAB BAR NEW SLOAN AD 83000 LAVATORY OR SIMILAR ADA COMPLIANT LAVATORY NEW KOHLER ULTRA K-25097 TOILET OR SIMILAR ADA COMPLIANT FLOOR MOUNTED TOILET NEW KOHLER GREENWICH K-12643 SINK OR SIMILAR ADA COMPLIANT WALL HUNG SINK NEW SLOAN WEUS 1002.1401 URINAL OR SIMILAR ADA COMPLIANT WALL HUNG URINAL NEW SLOAN AD 82000 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK NEW SLOAN AD 81000 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK 12 NEW SCRANTON MOUNTED PRIVACY SCREEN PILASTER OR SIMILAR 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A6.0 ENLARGED FEMALE BATHROOM PLANS AND ELEVATIONS 23-005.E J.P.W. 1/2" = 1'-0" 1 ENLARGED PLAN - FEMALE BATHROOM 3/8" = 1'-0" 2 FEMALE BATHROOM - ELEVATION 2 1/2" = 1'-0" 3 FEMALE BATHROOM - ELEVATION 3 1/2" = 1'-0" 4 FEMALE BATHROOM - ELEVATION 4 1/2" = 1'-0" 5 FEMALE BATHROOM - ELEVATION 5 NO. DATE REMARKS A6.1 2 4 3 5 6 7 D F 4 116 D E 119 4 117 6 6 6 5 5 5 8 1 3 4 D E 2 2 2 10 1 NEW BOBRICK B-2012 SOAP DISPENSER OR SIMILAR 2 NEW BOBRICK B-293 TILTED MIRROR OR SIMILAR 3 4 5 NEW BOBRICK SHOWER SEAT OR SIMILAR 6 NEW KOHLER HANDHELD SHOWER OR SIMILAR 7 NEW KOHLER SHOWER BASE OR SIMILAR 8 9 10 RESTROOM ACCESSORIES LEGEND 11 NEW BOBRICK B-68137 OR SIMILAR ADA COMPLIANT GRAB BAR NEW SLOAN AD 83000 LAVATORY OR SIMILAR ADA COMPLIANT LAVATORY NEW KOHLER ULTRA K-25097 TOILET OR SIMILAR ADA COMPLIANT FLOOR MOUNTED TOILET NEW KOHLER GREENWICH K-12643 SINK OR SIMILAR ADA COMPLIANT WALL HUNG SINK NEW SLOAN WEUS 1002.1401 URINAL OR SIMILAR ADA COMPLIANT WALL HUNG URINAL NEW SLOAN AD 82000 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK NEW SLOAN AD 81000 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK 12 NEW SCRANTON MOUNTED PRIVACY SCREEN PILASTER OR SIMILAR 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A6.1 ENLARGED MALE BATHROOM PLANS AND ELEVATIONS 23-005.E J.P.W. 1/2" = 1'-0" 1 ENLARGED PLAN - MALE BATHROOM 1/2" = 1'-0" 2 MALE BATHROOM - ELEVATION 2 1/2" = 1'-0" 3 MALE RESTROOM - ELEVATION 3 1/2" = 1'-0" 4 MALE RESTROOM - ELEVATION 4 1/2" = 1'-0" 5 MALE RESTROOM - ELEVATION 5 LOCKERS (N.I.C.) NO. DATE REMARKS A6.2 2 7' - 10 3/4" 0' - 7 1/4" 3' - 0" 2' - 2 3/4" 5' - 10" 5 1' - 6" 1' - 5 1/2" 2 11 1 3' - 3" A6.2 4 2 C LEVEL 1 0' - 0" 2 1 NEW BOBRICK B-2012 SOAP DISPENSER OR SIMILAR 2 NEW BOBRICK B-293 TILTED MIRROR OR SIMILAR 3 4 5 NEW BOBRICK SHOWER SEAT OR SIMILAR 6 NEW KOHLER HANDHELD SHOWER OR SIMILAR 7 NEW KOHLER SHOWER BASE OR SIMILAR 8 9 10 RESTROOM ACCESSORIES LEGEND 11 NEW BOBRICK B-68137 OR SIMILAR ADA COMPLIANT GRAB BAR NEW SLOAN AD 83000 LAVATORY OR SIMILAR ADA COMPLIANT LAVATORY NEW KOHLER ULTRA K-25097 TOILET OR SIMILAR ADA COMPLIANT FLOOR MOUNTED TOILET NEW KOHLER GREENWICH K-12643 SINK OR SIMILAR ADA COMPLIANT WALL HUNG SINK NEW SLOAN WEUS 1002.1401 URINAL OR SIMILAR ADA COMPLIANT WALL HUNG URINAL NEW SLOAN AD 82000 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK NEW SLOAN AD 81000 LAVATORY OR SIMILAR ADA COMPLIANT WALL HUNG SINGLE SINK 12 NEW SCRANTON MOUNTED PRIVACY SCREEN PILASTER OR SIMILAR 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A6.2 ENLARGED BATHROOM PLAN AND ELEVATIONS 23-005.E J.P.W. 1/2" = 1'-0" 1 ENLARGED PLAN - LOBBY RESTROOM 1/2" = 1'-0" 2 LOBBY ELEVATION - ELEVATION 2 1/2" = 1'-0" 3 ENLARGED PLAN -SAFE ROOM RESTROOMS 1/2" = 1'-0" 4 TYPICAL SAFE ROOM RESTROOMS NO. DATE REMARKS A6.3 2 3 9' - 0 1/2" 5 A 2' - 9" EQ. EQ. 13' - 1 1/2" N.I.C N.I.C RANGE (N.I.C) REFRIGERATOR (N.I.C.) MICROWAVE/ HOOD COMBO (N.I.C.) 106 105-A 3' - 0" DISHWASHER PLYWOOD CABINETS STYLE AND TYPE BY OWNER OVERHEAD CABINETS STYLE AND TYPE BY OWNER 3' - 0" 0' - 1 1/2" 0' - 4" 7' - 0" 2' - 6" 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: 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 - ESTATE FORTUNA (TANGO CO.) FIRE STATION 06.20.2024 B.J.S. J.P.W. NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS A6.3 ENLARGED KITCHEN PLAN AND ELEVATIONS 23-005.E J.P.W. 1/2" = 1'-0" 1 ENLARGED PLAN - KITCHEN 1/2" = 1'-0" 2 KITCHEN ELEVATION - 2 1/2" = 1'-0" 3 KITCHEN ELEVATION -3 1" = 1'-0" 4 CASEWORK SECTION 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 AIR FILTRATION SCHEDULE I.D. Size CAPACITY MAX S.P.D. VOLTS/ BASIS OF DESIGN REMARKS TAG (W x H) USE (CFM) (IN. W.G.) HP PHASE/HZ ACD-1 76.5"X26.24.25"X26.25" FIRE APPARATUS BAYS 3000 0.10 1.00 208/1/60 SAFEAIR MODEL SA-FHAC-3000 (1) (2) (3) ACD-2 76.5"X26.25"X26.25" FIRE APPARATUS BAYS 3000 0.10 1.00 208/1/60 SAFEAIR MODEL SA-FHAC-3000 (1) (2) (3) (1) FAN SHALL BE DIRECT DRIVE, FORWARD CURVED. CONSTRUCTION SHALL BE 16 GA STEEL COATED RED. MOUNT AT 14'-0" AFF (OR AS DIRECTED BY AHJ). INCLUDE DISCONNECT (LOCKOUT/TAGOUT TYPE) (2) INCLUDE MERV 11 PLEATED PRE-FILTER, MERV 14 HEPA MAIN FILTER, CARBON/PURAFIL BLEND GAS FILTER (50LBS), AND MERV 8 PLEATED AFTER FILTER. (3) INCLUDE 4WD-4E CONTROLLER, LED DIRTY FILTER INDICATOR, PRESSURE SWITCH, AND BIRDSCREEN. FAN SCHEDULE I.D. SERVES 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 MEN'S RR 250 0.375 fract D 1,050 3.3 Sones 120/1 INLINE CABINET 25 GREENHECK CSP-A390-VG (1) (3) TEF-2 WOMEN'S RR 250 0.375 fract D 1,050 3.3 Sones 120/1 INLINE CABINET 25 GREENHECK CSP-A390-VG (1) (3) TEF-3 RR 103/TURN-OUT 225 0.375 fract D 1,130 1.3 Sones 120/1 INLINE CABINET 25 GREENHECK CSP-A390-VG (1) (4) TEF-4 RR 130/TURN-OUT GEAR 350 0.375 fract D 1,305 1.3 sones 120/1 INLINE CABINET 25 GREENHECK CSP-A390-VG (1) (4) EF-1 APPARATUS BAY 2,500 0.375 3/4 D 1,133 11.4 Sones 120/1 INLINE CENTRIFUGAL 150 GREENHECK SQ-160 (2) (3) (6) EF-2 ELECTRICAL RM 200 0.375 fract D 1,000 3.3 sones 120/1 INLINE CABINET 25 GREENHECK CSP-A390-VG (1) (5) EF-3 GENERATOR ROOM 500 0.250 fract D 1,550 6.2 sones 120/1 INLINE CABINET 35 GREENHECK SQ-90 (2) (5) (6) EF-4 PUMP ROOM 500 0.250 fract D 1,550 6.2 sones 120/1 INLINE CABINET 35 GREENHECK SQ-90 (2) (5) (6) (1) FAN SHALL BE SUSPENDED FROM STRUCTURE. INCLUDE GRAVITY BACKDRAFT DAMPER, HANGING NEOPRENE VIBRATION ISOLATORS, DISCONNECT, POLYPROPYLENE FAN WHEEL AND VARI-GREEN MOTOR OPERATING AT CONSTANT CFM (2) FAN SHALL BE SUSPENDED FROM STRUCTURE. INCLUDE GRAVITY BACKDRAFT DAMPER, HANGING NEOPRENE VIBRATION ISOLATORS, DISCONNECT IN NEMA 3R ENCLOSURE, ALUMINUM CONSTRUCTION, DIRECT DRIVE MOTOR COVER, PERMATECTOR COATING, AND MODEL VCD CONTROL DAMPER SET TO OPEN WHEN FAN ENERGIZES. (3) FAN SHALL BE CONTROLLED BY A WALL SWITCH. (4) FAN SHALL RUN CONTINUOSLY (5) FAN SHALL BE CONTROLLED BY A LINE VOLTAGE THERMOSTAT MOUNTED NEXT TO LIGHT SWITCH NEAR DOOR. (6) INCLUDE FAN INLET GUARD LOUVER SCHEDULE I.D. Size CAPACITY FREE AREA MAX S.P.D. BASIS OF DESIGN REMARKS TAG (W x H) USE (CFM) REQ (SF) (IN. W.G.) L-1 36X24 INTAKE 975 1.77 0.10 RUSKIN HZ700MD (1) L-2 16X12 INTAKE 325 0.36 0.10 RUSKIN XP500WD (1) (2) L-3 18x16 EXHAUST 450 0.50 0.10 RUSKIN HZ700MD (1) L-4 16X12 EXHAUST 250 0.42 0.10 RUSKIN HZ700MD (1) L-5 18X16 EXHAUST 300 0.38 0.10 RUSKIN XP500WD (1) (2) L-6 60X22 INTAKE 2,500 4.55 0.10 RUSKIN HZ700MD (1) L-7 60X22 EXHAUST 2,725 4.95 0.10 RUSKIN HZ700MD (1) L-8 18X16 INTAKE 500 0.50 0.12 RUSKIN XP500WD (1) (2) L-9 18X16 EXHAUST 500 0.50 0.12 RUSKIN XP500WD (1) (2) L-10 18X16 EXHAUST 500 0.56 0.12 RUSKIN XP500WD (1) (2) L-11 18X16 INTAKE 500 0.56 0.12 RUSKIN XP500WD (1) (2) L-12 68x86 EXHAUST 10,800 10.80 0.12 RUSKIN XP500WD (1) (2) L-13 108X64 INTAKE 12,800 12.80 0.20 RUSKIN XP500WD (1) (2) L-14 30X12 INTAKE 150 0.30 0.10 RUSKIN XP500WD (1) (2) (3) (1) SEE SPEC SECTION 233723 (2) LOUVER TO BE ICC 500 AND FEMA P-361 COMPLIANT. (3) INCLUDE A MANUAL DAMPER BEHIND EACH LOUVER, ACCESSIBLE BY OCCUPANTS. DAMPERS ARE FOR PASSIVE VENTILATION IN THE EVENT THE GENERATOR POWER FAILS. SPLIT SYSTEM SCHEDULE HAP CAPACITY BOD CAPACITY FAN COIL UNIT DATA HEATING DATA CONDENSING UNIT DATA I.D. AREA MINIMUM TOTAL MINIMUM SENSIBLE MINIMUM TOTAL MINIMUM SENSIBLE AIRFLOW EXT. S.P. OUTSIDE MAX COIL EAT VOLTS/ DRIVE HEATING SECTION WEIGHT AMBIENT VOLTS/ STAGES MIN. WEIGHT BASIS OF DESIGN REMARKS TAG SERVED ORIENATION CAPACITY (BTUH) CAPACITY (BTUH) CAPACITY (MBH) CAPACITY (MBH) (CFM) (IN. W.C.) (1) AIR (CFM) H.P. °F db °F wb PHASE (2) TYPE CAPACITY (3) (LBS) TEMP. (°F) PHASE SEER (4) (LBS) FCU-1 / CU-1 SAFEROOM HORIZONTAL 35,600 23,100 35,696 23,353 1,005 0.5 325 79.2 68.2 208/1 D HP 36,562 150 90.0 208/1 1 14.0 200 CARRIER 45MBAAQ36XA3 / 37MBRAQ36AA3 (5) (6) FCU-2 / CU-2 EQUIP MAINT DUCTLESS WALL 17,400 15,500 24,000 17,040 800 0.5 0 F 76.7 64.6 208/1 D HP 25,000 100 90.0 208/1 1 14.0 100 CARRIER 45MAHAQ24XA3 / 37MARAQ24AA3 (7) (8) FCU-3 / CU-3 OFFICES VERTICAL 29,200 20,600 31,477 20,602 865 0.5 225 78.8 66.8 208/1 D HP 32,219 150 90.0 208/1 1 14.0 160 CARRIER 45MBAAQ36XA3 / 37MBRAQ36AA3 (5) (6) FCU-4 / CU-4 DAYROOM VERTICAL 34,800 23,100 35,696 23,353 1,085 0.5 250 77.2 67.0 208/1 D HP 36,562 150 90.0 208/1 1 14.0 200 CARRIER 45MBAAQ36XA3 / 37MBRAQ36AA3 (5) (6) FCU-5 / CU-5 FEMALE DORM VERTICAL 22,400 14,200 24,263 18,546 630 0.5 250 80.4 69.6 208/1 D HP 23,080 150 90.0 208/1 1 14.0 160 CARRIER 45MUAAQ24XX3 / 37MURAQ24AA3 (5) (6) FCU-6 / CU-6 MALE DORM VERTICAL 27,200 18,200 32,341 24,454 900 0.5 250 77.8 67.6 208/1 D HP 22,991 150 90.0 208/1 1 14.0 160 CARRIER 45MUAAQ30XX3 / 37MURAQ30AA3 (5) (6) (1) THIS IS THE S.P. EXTERNAL TO THE ENTIRE FAN COIL UNIT ASSEMBLY (WET COIL, CASING, CLEAN GENERAL SPLIT SYSTEM NOTES: FILTERS, AND FURNACE LOSSES ARE NOT INCLUDED IN THIS EXT. S.P.). 1. CONTRACTOR SHALL COORDINATE THE REQUIRED SIZING OF ALL REFRIGERANT LINE SETS WITH THE HVAC UNIT MFG. (2) B = BELT DRIVE, D = DIRECT DRIVE. 2. HVAC UNIT MFG. SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED CU AND FCU ACCESSORIES TO PROVIDE (3) THIS IS THE MINIMUM OUTPUT CAPACITY IN HEAT PUMP BTU AT 47 DEG F A COMPLETE AND OPERATIONAL SYSTEM. (4) RATINGS BASED ON AHRI STANDARDS 210 / 240. 3. HVAC UNIT MFG. SHALL BE RESPONSIBLE FOR REFRIGERANT LINE SIZING INCLUDING ANY REFRIGERANT LINE (5) PROVIDE THE FOLLOWING ACCESSORIES FOR THE FAN COIL UNIT: NEOPRENE VIBRATION ISOLATORS, MULT-SPEED EC MOTOR, DEHUMIDIFICATION MODE, INVERTER COMPRESSOR REQUIREMENTS FOR SLOPING OR TRAPPING TO ENSURE PROPER OIL RETURN AND SYSTEM OPERATION. AND PROGRAMMABLE ELECTRONIC COMBINATION THERMOSTAT/HUMIDISTAT. 4. CONTRACTOR SHALL INSTALL LIQUID LINE FILTER DRIERS IN ALL LINE SETS. (6) PROVIDE OUTDOOR UNIT WITH SEA-COAST PAINT PROTECTION, AND WALL MOUNTING ACCESSORY KIT. MOUNTING HEIGHT SHALL BE PER LOCAL CODES AND STANDARDS. 5. CONTRACTOR SHALL ARRANGE UNIT LAYOUT TO ENSURE SERVICEABILITY OF COMPRESSOR AND CONDENSER FAN. (7) PROVIDE INDOOR UNIT WITH WALL MOUNTING PLATE AND SAUERMAN MEGA PACK MINI-CONDENSATE PUMP. THERMOSTAT SHALL BE REMOTE MOUNTING NEAR DOOR (8) INDOOR UNIT IS POWERED BY OUTDOOR UNIT 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS M0.1 MECHANICAL ABBREVIATIONS, & SCHEDULES 23-005.D C. LYLES SEQUENCE OF CONTROLS FOR HVAC EQUIPMENT: 1. PROVIDE ALL REQUIRED CONTROLS AND LOW VOLTAGE WIRING REQUIRED FOR A FULLY FUNCTIONAL SYSTEM. 2. SPLIT SYSTEMS SHALL BE CONTROLLED BY A 24/7/365 PROGRAMMABLE THERMOSTAT. DEVICE SHALL BE A COMBINATION HUMIDISTAT/THERMOSTAT. 3. FAN COIL UNIT (FCU) FANS SHALL RUN CONTINUOSLY AND OUTSIDE AIR DAMPERS SHALL BE NORMALLY OPEN TO PROVIDE EXHAUST MAKE-UP AIR. COOLING/DEHUMIDIFICATION CYCLES SHALL OPERATE TO MAINTAIN SPACE HUMIDITY AND TEMPERATURE. NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 1 09/05/2025 REV 1 1 1 1 LINED RETURN AIR DUCT MANUAL BALANCING DAMPER. ADJUST TO BALANCE RETURN AIR. INSULATED SHEETMETAL OUTSIDE AIR DUCT. SEE PLANS FOR SIZE. OUTSIDE AIR MOTOR-OPERATED DAMPER TO BE NORMALLY CLOSED AND SHALL OPEN WHEN AHU ENERGIZES. DAMPER TO BE LOCATED AS CLOSE TO INTAKE LOUVER 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. DRAIN PAN "TELL TALE" - ROUTE THROUGH CHROME-PLATED ESCUTCHEON PLATE TO CEILING ABOVE UTILITY SINK M S OUTSIDE AIR DUCT SEE PLAN FOR SIZE & CONFIGURATION. MOTOR OPERATED DAMPER INTERLOCK TO UNIT TO CLOSE WHEN UNIT IS NOT RUNNING. DAMPER TO BE LOCATED AS CLOSE TO LOUVER AS POSSIBLE BALANCE OUTSIDE AIR TO SCHEDULED CFM MANUAL DAMPER RETURN AIR DUCT FULL SEE PLAN FOR SIZE AND CONTINUATION. CONDENSATE DRAIN TRAP VENT EXTEND 6" ABOVE COIL SECTION HOUSING. FILTER SECTION. PROVIDE ACCESS. FLEX DUCT LINER (TYP) SA FAN SECTION RA REFRIGERANT LINES (RS&RL) 4" THICK, HIGH DENSITY STYROFOAM BEADPAD (TYP.) 2" DEEP GALVANIZED OVERFLOW PAN 6" LARGER THAN UNIT IN ALL DIRECTIONS. PROVIDE FLOAT SWITCH WITH HIGH LEVEL CUT-OFF IN OVERFLOW PAN. COIL SECTION M PRE-MANUFACTURED EQUIPMENT STAND. ROUTE CONDENSATE TO NEAREST FLOOR DRAIN OR HUB DRAIN HANGER STRAPS SECURED TO STRUCTURE ABOVE (TYP.) EXHAUST FAN - SEE PLAN AND NOTES FOR SIZING DUCT SIZED AS SHOWN ON PLAN, PROVIDE MIN. 5'-0" LONG LINED SECTION OF DUCT AIRFLOW ROUND SPIN IN FITTING WITH MANUAL DAMPER AND AIR SCOOP SUPPLY DUCT ROUND TO ROUND INCREASER WHERE RECTANGULAR DUCT DEPTH LIMITS SIZE OF SPIN-IN SHEET METAL DUCT RUN-OUT TO MATCH SIZE OF FLEX DUCT DIFFUSER METAL CLAMPS FLEX DUCT SIZE TO MATCH INLET HEIGHT SHALL BE EQUAL TO NEGATIVE STATIC PRESSURE PLUS 1". NOTE 1: UNIT CASING PIPE FULL SIZE OF UNIT DRAIN CONNECTION. THREADED CAPS FOR ACCESS TO CLEAN TRAP NOTE 1 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) AIR BALANCE SCHEDULE AREA UNITS SUPPLY RETURN OUTSIDE EXHAUST AIR NOTES AIR (CFM) AIR (CFM) AIR (CFM) AIR (CFM) OFFICES FCU-3 / TEF-3 865 640 225 -225 TEF-3 runs continuosly KITCHEN/LIVING FCU-4 / EF-2 1085 835 250 -200 EF-2 runs intermittently FEMALE DORM FCU-5 / TEF-2 630 380 250 -250 TEF-2 runs continuously MALE DORM FCU-6 / TEF-1 900 650 250 -250 TEF-1 runs continuously TOTALS: 3480 2505 975 -925 Bldg is 50 CFM positive (minimum) Plan Left side FCU-1 / TEF-4 1005 680 325 -300 TEF-4 runs continuously OUTSIDE AIR VENTILATION REQUIREMENTS AREA FLOOR AREA AREA O.A. TOTAL PPL O.A. O.A. REQUIRED O.A. PROVIDED (CFM) (SF) RATE CFM/SF OCCUPANTS RATE (CFM/P) (CFM) OFFICES (FCU-3) 800 0.06 5 5 73 225 KITCHEN/LIVING (FCU-4) 1020 0.06 10 5 111 250 FEMALE DORM (FCU-5) 575 0.06 5 5 60 250 MALE DORM (FCU-6) 860 0.06 8 5 92 250 Plan Left side (FCU-1) 935 0.06 15 5 131 325 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS M0.2 MECHANICAL DETAILS 23-005.D C. LYLES 12" = 1'-0" M0.2 1 HORIZONTAL INDOOR UNIT DETAIL 12" = 1'-0" M0.2 2 VERTICAL INDOOR UNIT DETAIL 12" = 1'-0" M0.2 3 INLINE EXHAUST FAN DETAIL NOT TO SCALE M0.2 4 CONCEALED DIFFUSER CONNECTION 12" = 1'-0" M0.2 5 CONDENSATE DRAIN TRAP DETAIL NOT TO SCALE M0.2 6 FIRE DAMPER DETAIL NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 1 09/05/2025 REV 1 1 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS M0.3 MECHANICAL SPECIFICATIONS 23-005.D C. LYLES NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS M0.4 MECHANICAL SPECIFICATIONS 23-005.D C. LYLES NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS M0.5 MECHANICAL SPECIFICATIONS 23-005.D C. LYLES NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS M0.6 MECHANICAL SPECIFICATIONS 23-005.D C. LYLES NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION T T T T T T T T T - --- CU-6 CU-3 CU-4 CU-5 FCU-6 FCU-5 FCU-4 FCU-3 CU-1 KEY NOTES (THIS SHEET ONLY): 1. PROVIDE VEHICLE EXHAUST FILTRATION SYSTEM FOR TWO VEHICLE BAYS. SEE SCHEDULE ON SHEET M0.1. SYSTEM LAYOUT SHALL BE AS RECOMMENDED BY MANUFACTURER FOR APPARATUS BAY LAYOUT. 2. HURRICANE EXHAUST LOUVER IN WALL ABOVE LOW ROOF. SEE LOUVER SCHEDULE. INCLUDE A 24" PLENUM WITH EXTERNAL INSULATION BEHIND THE LOUVER. CONNECT APPARATUS BAY EXHAUST AND TOILET EXHAUST TO THE PLENUM. 3. HURRICANE INTAKE LOUVER IN WALL ABOVE LOW ROOF. SEE LOUVER SCHEDULE. INCLUDE A 24" PLENUM WITH EXTERNAL INSULATION BEHIND THE LOUVER. 4. LOUVER IN WALL. COORDINATE EXACT LOCATION WITH ARCHITECT'S PLANS. INCLUDE A 24" DEEP PLENUM WITH EXTERNAL INSULATION BEHIND LOUVER. SEE LOUVER SCHEDULE. 5. MOTOR-OPERATED DAMPER TO OPEN WHEN FCU FAN ENERGIZES. DAMPER TO FAIL OPEN. 6. ROUTE REFRIGERANT LINE SETS TO OUTDOOR CONDENSING UNIT. COORDINATE SIZE WITH MANUFACTURER'S LINE SET SIZING GUIDELINES. CONDENSING UNIT TO BE WALL MOUNTED. INSTALL AT HEIGHT REQUIRED BY LOCAL CODES AND STANDARDS AND SECURE PER LOCAL HURRICANE CODES AND STANDARDS, AS WELL AS FEMA AND ICC 500 REQUIREMENTS. INCLUDE A SECURITY CAGE AROUND CONDENSING UNITS. 7. PROVIDE A WEATHERPROOF, WATERTIGHT ENCLOSURE AT LOCATION OF REFRIGERANT LINE SET WALL PENETRATIONS. 8. ROUTE CONDENSATE DRAIN TO DISCHARGE OUTDOORS TO STORM DRAINS. SEE PLUMBING PLANS FOR LOCATION. INCLUDE AN ALUMINUM BUG SCREEN ON OPENING. 9. ROUTE CONDENSATE DRAINS TO DISCHARGE TO HUB DRAINS ROUTED TO STORM SYSTEM. SEE LOCATIONS ON PLUMBING PLANS. 10. EXHAUST LOUVER SHALL BE AT LEAST 10 FEET ABOVE GROUND, AND 10 FEET HORIZONTALLY AND 3 FEET VERTICALLY FROM ANY OUTDOOR AIR INTAKE OR BUILDING OPENING. 11. INSTALL AN AIR QUALITY MONITOR IN LOCATION SHOWN. MONITOR SHALL BE SAFEAIR SA-AQM SHALL MONITOR TVOCS, PM, CO, NO2, AND CO2. CONNECT TO APPARATUS BAY FILTERS 12. INCLUDE A MOTOR-OPERATED DAMPER WIRED TO EF-1. DAMPER SHALL OPEN WHEN EF-1 ENERGIZES. 13. EXHAUST LOUVER FOR GENERATOR RADIATOR. INCLUDE 12" DEEP PLENUM AND MOTOR-OPERATED DAMPER. DAMPER TO OPEN WHEN GENERATOR ENERGIZES. PROVIDE DUCT CONNECTION BETWEEN GENERATOR RADIATOR AND FULL SIZE OF LOUVER. PROVIDE AND INSTALL A WELDED PROTECTIVE HOOD ON THE OUTSIDE OF THE LOUVER WITH A MINIUM OF 20 SF FREE AREA BOTTOM OPENING WITH BIRD SCREEN. MOTOR-OPERATED DAMPER SHALL BE POWERED CLOSE AND SHALL FAIL OPEN. 14. INTAKE LOUVER FOR GENERATOR. INCLUDE 12" DEEP PLENUM AND MOTOR-OPERATED DAMPER. DAMPER TO OPEN WHEN GENERATOR ENERGIZES. PROVIDE DUCT CONNECTION BETWEEN GENERATOR RADIATOR AND FULL SIZE OF LOUVER. PROVIDE AND INSTALL A WELDED PROTECTIVE HOOD ON THE OUTSIDE OF THE LOUVER WITH A MINIUM OF 24 SF FREE AREA BOTTOM OPENING WITH BIRD SCREEN. MOTOR-OPERATED DAMPER SHALL BE POWERED CLOSE AND SHALL FAIL OPEN. 15. INSULATED GENERATOR ENGINE EXHAUST PIPING FROM MUFFLER TO EXTERIOR. EXTEND BEYOND ROOF EDGE AND PROVIDE A WEATHER CAP. PIPING SHALL BE SIZED PER GENERATOR MANUFACTURER'S RECOMMENDATIONS. PROTECT MUFFLER DISCHARGE AS REQUIRED BY LOCAL HURRICANE 16. GENERATOR REMOTE FUEL STATION. REFER TO DETAIL 1/M1.1. COORDINATE EXACT LOCATION WITH ELECTRICAL EQUIPMENT AND OWNER. PROTECT FUEL STATION AS REQUIRED BY FEMA AND ICC 500. 17. SEE LOUVER SCHEDULE. INCLUDE A MANUAL DAMPER BEHIND LOUVER THAT CAN BE OPENED BY OCCUPANTS. DAMPER SHALL BE RUSKIN TED50CE, OR EQUAL, WITH INSULATED DAMPER BLADES, THERMAL BREAK AND COASTAL CONSTRUCTION. THESE LOUVERS ARE TO BE USED IF GENERATOR POWER FAILS. 18. STORM SHELTER WALL PENETRATION SHALL BE PROTECTED PER ICC 500 REQUIREMENTS. INCLUDE RPI INC "CYCLONE" WALL SHROUD, COORDINATE MODEL SIZE WITH MANUFACTURER BASED ON PENETRATION SIZE. # 1 - --- 2 3 TEF-1 TEF-2 EF-2 TEF-3 EF-1 - --- - --- 30 CFM 6"ø LSD 50 CFM 6"ø LES TEF-4 CLOTHES DRYER EXHAUST TO ROOF - COORDINATE SIZE WITH ACTUAL EQUIPMENT PROVIDED. SEE KEYNOTE 18 200 CFM 10"ø CD 150 CFM 8"ø CD 150 CFM 8"ø CD 135 CFM 8"ø CD 135 CFM 8"ø CD 30 CFM 6"ø CD 235 CFM 8"ø CD 255 CFM 10"ø RAG 14"x14" 290 CFM 10"ø RAG 290 CFM 10"ø RAG 14"x14" 50 CFM 6"ø LES 50 CFM 6"ø LES 100 CFM 6"ø LES 50 CFM 6"ø ED 200 CFM 8"ø LSD 200 CFM 8"ø CD 200 CFM 8"ø CD 510 CFM 12"ø RAG 12"x12" 12"ø FCU-5 FCU-4 10"x14" 50 CFM 6"x6" SR 6"ø 260 CFM 10"ø LSD 14"x10" 160 CFM 8"ø CD TYP 4 8"ø 650 CFM 14"ø RAG 12"ø 50 CFM 6"ø LES 100 CFM 6"ø LES 8"ø 10"ø 10"ø 125 CFM 6"ø CD 75 CFM 6"ø ED 30 CFM 6"ø CD 115 CFM 6"ø CD 230 CFM 8"ø RAG 195 CFM 8"ø LSD 90 CFM 6"ø CD 90 CFM 6"ø RAG 14"x12" 10"ø 320 CFM 10"ø RAG 12"ø CU-2 FCU-2 200 CFM 12"x8" RG 18"x16" L-3 8"ø 8"ø 16"x12" L-4 18"X16" L-5 36X24 L-1 16"X12" L-2 M.O.D. 4 MANUAL BALANCING DAMPER (TYP) 4 5 5 M.O.D (TYP) 8"ø 8"ø 8"ø L-6 L-7 4 M.O.D. 12 4 4 8"ø 6 6 6 6 6 6 6 6 6 6 6 9 9 8 10 10 10 1 ACD-1 ACD-2 C C C C C 11 11 - --- 250 CFM 12"x6" ER 7 - --- 150 CFM 8"ø ED 8"ø 160 CFM 8"ø CD FCU-1 14"x14" 8"ø 10"ø 11 200 CFM 10"x6" SR 11 11 14"x14" 10"ø 17"x13" 18"X16" L-9 18"X16" L-10 EF-4 M.O.D. TO OPEN WHEN EF-4 ENERGIZES M.O.D. TO OPEN WHEN EF-3 ENERGIZES 18"X16" L-8 18"X16" L-11 108"X64" L-13 EF-3 66"X86" L-12 4 10 4 4 13 14 15 16 18"x16" 10 KITCHEN RANGE HOOD IS RECIRCULATING TYPE 400 CFM 8"ø RAG MECHANICAL 120 TOILET 113 FEMALE SHOWER & LOCKER ROOM 114 FEMALE BATHROOM 111 MALE SHOWERS & LOCKERS 119 FEMALE DORMS 110 MALES DORMS 115 TURNOUT ROOM 123 KITCHEN 107 AIRLOCK 121 STORAGE 122 ELECTRICAL 108 APPARATUS BAY 124 STORAGE 125 TURNOUT GEAR STORAGE 126 EQUIPMENT MAINTENANCE 127 DAYROOM/ DINING 105 FITNESS ROOM 106 MALE BATHROOM 116 LOBBY 101 UNISEX BATHROOM 103 SHIFT SUPERVISOR 102 TOILET 117 TOILET 112 UNISEX BATHROOM 130 SAFE/ MULTI-PURPOSE ROOM 133 EMS OFFICE 104 JANITOR 109 GENERATOR ROOM 131 CORRIDOR 128 UTILITY ROOM 132 CORRIDOR 129 30"X12" L-14 17 4 TOP OF LOUVER AT 36" AFF TOP OF LOUVER AT 9'-9" AFF 240 CFM 8"ø CD 240 CFM 8"ø RAG 10"X6" SR 55 CFM 18 18 18 1 - --- 18 440 CFM 14"x14" RG 14"x14" 8X6 SR 160 CFM TYP 3 14"x10" FEMA P-361 / ICC 500 NOTES: 1. THE SAFE ROOM OCCUPANCY IS 15 OCCUPANTS 2. SAFE ROOM VENTILATION IS BOTH MECHANICAL AND NATURAL. 3. MECHANICAL VENTILATION FOR THE SAFE ROOM IS VIA THE OUTSIDE AIR DUCTED TO FCU-1 (LOUVER L-2). FCU-1 IS ON GENERATOR POWER. THE OUTSIDE AIR QUANTITY IS 325 CFM. THE PORTION FOR THE SAFE ROOM IS APPROXIMATELY 155 CFM. THIS EXCEEDS THE ICC-500 REQUIREMENT OF 75 CFM. 4. NATURAL VENTILATION IS PROVIDED VIA LOUVERS. PER ICC 500 703.6.1, 120 SQUARE INCHES OF FREE AREA IS REQUIRED. THE LOUVER LOCATED WITHIN 46 INCHES OF THE FLOOR HAS 43 SQUARE INCHES OF FREE AREA. THE LOUVER LOCATED AT 108 INCHES ABOVE THE FLOOR HAS 43 SQUARE INCHES OF FREE AREA. THIS MEETS THE ICC REQUIREMENT FOR LOCATION AND FREE AREA. THESE NATURAL VENTILATION OPENINGS ARE TO BE USED IF GENERATOR POWER FAILS. 5. LOUVERS ARE TO BE BOTH ICC 500 AND FEMA P-361 COMPLIANT. SEE THE LOUVER SCHEDULE ON SHEET M0.1 FOR ADDITIONAL INFORMATION. 1 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS M1.0 MAIN LEVEL - MECHANICAL PLAN 23-005.D C. LYLES 3/16" = 1'-0" M1.0 1 MAIN LEVEL - MECHANICAL PLAN NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 1 09/05/2025 REV 1 1. COORDINATE WITH DIV. 26 FOR EQUIPMENT REQUIREMENTS. 2. PROVIDE CONTROL WIRING FROM FILLING STATION TO TANK LEVEL SENSORS, CONTROL VALVES, TANK PUMPS, ETC. 3. PROVIDE 120V POWER CIRCUIT FOR FILL STATION. COORDINATE WITH DIV. 26. 4. FUEL SYSTEM PIPING SHALL BE SCHEDULE 40 BLACK STEEL CONTAINMENT PIPING WITH WELDED JOINT. SLOPE IN DIRECTION OF FLOW AND PROVIDE DRAIN VALVES IN LOW POINTS. 5. ALL PIPING AND EQUIPMENT SHALL BE SIZED AND INSTALLED PER THE REQUIREMENTS OF NFPA 30 FOR CLASS II FUEL (DIESEL FUEL) 6. PIPE SUPPORTS SHALL BE FIRE RESISTANT CONSTRUCTION OR SHALL BE PROVIDED WITH A FIRE RESISTIVE COATING. 7. ALL PIPING SHALL BE TESTED PNEUMATICALLY TO TO 110% OF ANTICIPATED MAXIMUM SYSTEM PRESSURE (WITH MINIMUM OF 5 PSI) FOR 10 MINUTES. 8. ALL VENTS SHALL BE SIZED PER MANUFACTURER RECOMMENDATIONS AND ANSI/UL142 REMOTE FILLING STATION SHALL BE SIMPLEX COMPACT AUTOMATIC FUELPORT (OR EQUAL). STATION SHALL BE 2" AND INCLUDE 7 GALLON CONTAINMENT. CONTROLLER SHALL INCLUDE LEVEL SENSOR, TANK FULL & HIGH LEVEL VISUAL / AUDIBLE ALARMS, TANK LEAK ALARM, ON/OFF POWER INDICATOR, VALVE CONTROLS AND TYPE 3R ENCLOSURE. FULL SIZE TANK ATMOSPHERIC VENT FOR BELLY TANK. ROUTE OUTDOORS & TERMINATE 12 FT ABOVE GRADE WITH INSECT SCREEN. FULL SIZE EMERGENCY PRESSURE RELIEF VENT FOR BELLY TANK. ROUTE OUTDOORS TERMINATE 12 FT ABOVE GRADE WITH INSECT SCREEN. TANK DRAIN. 3 2 KEY NOTES: 1 2 3 4 GENERAL NOTES: 1 4 REMOTE TANK FILLING STATION SEE M1.0 GENERATOR (BY DIV. 26) BELLY TANK (BY DIV. 26) 2" FUEL PIPING ISOLATION VALVE, TYP. CHECK VALVE, TYP. 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS M1.1 GENERATOR REMOTE FUEL FILL SCHEMATIC 23-005.D C. LYLES NOT TO SCALE M1.1 1 GENERATOR FUEL PIPING SCHEMATIC NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 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 FIXTURE CW HW SAN/ WASTE VENT REMARKS P-1 WATER CLOSET, FLOOR-MOUNT 1/2" - 4" 2" BASIS OF DESIGN: Kohler Kingston Comfort Height K-25077-RA. Fixture shall be vitreous china, elongated bowl, 1.28 gpf, floor-mounted, tank-type water closet. Fixture shall be two-piece, have Class Five flushing system, and shall include chrome trip level, elongated Quiet- Close toilet seat Kohler K-20110 or approved equal, chrome-plate supply stops and level, tank attachment kit, tank cover, flush valve unit, anti-siphon float valve, bolt cap covers, etc. as needed for a full and complete system. P-2 LAVATORY, 3 STATION 1/2" 1/2" 2" 2" BASIS OF DESIGN: Sloan AER-DEC Model AD-83000 "BASYS" 3-station, wall-mounted sink. Material shall be corain or Quartz, as selected by Owner. Front style shall be as selected by owner. Fixture shall include concealed carrier and anchoring screws, and 1 1/4" drain. Faucet hole-punch shall match provided faucet. Faucet shall be Sloan EFX-350-BAT-ISM Chrome-plated, battery-powered, sensor operated, deck-mounted faucet with 0.5 GPM aerator Include integrated side mixer for user adjustable water temperature. Include Sloan ESD-410 chrome-plated, battery powered, sensor operated foam soap dispenser. Provide with chrome plated tailpieces, chrome grid drain, P-trap, loose key supply stops and all other trim. Coordinate quantity of drains and faucets with sink. See sink submittal for drain and water line locations. Fixture shall be installed to meet all ADA requirements. P-3 LAVATORY, WALL-MOUNT 1/2" 1/2" 2" 2" BASIS OF DESIGN: Kohler Greenwich K-2032. Fixture shall be white vitreous china, wall-mount lavatory with concealed carrier and anchoring screws, and 1 1/4" drain. Faucet hole-punch shall match provided faucet (3-hole on 4" centers) plus hole punch for soap dispenser. Faucet shall be Kohler "Coralais" Model K-15199 single-handle, centerset faucet with 0.5 gpm aerator. Provide with chrome plated tailpieces, chrome grid drain, P-trap, loose key supply stops and all other trim. Fixture shall be installed to meet all ADA requirements. Provide and install point of use mixing valve rated in accordance with ASSE 1070 on the hot water connection. P-4 URINAL, WALL-MOUNT 3/4" -- 2" 2" BASIS OF DESIGN: Kohler Dexter, Model K-5452-ET. Fixture shall be white vitreous china, wall-mount, siphon jet urinal with 3/4" top spud and 0.125 gpf. Flush valve shall be manual operated Kohler K-76317-CP 0.125 gpf or approved equal. P-5 SHOWER 1/2" 1/2" 2" 2" BASIS OF DESIGN: Showers base shall be 60"x42" Kohler Model K-8659 "Rely". Include chrome-plated shower drain, Kohler Model K-9132. Valve and headset shall be Delta T13H152 anti-scald, balanced shower mixing valve with pressure balanced handle, 1.5 GPM wall mounted showerhead with spray and volume control, 70" vinyl handshower hose, stainless steel 24" slide bar and 24" grab bar. Include chrome-plated shower curtain rod and shower curtain. Coordinate all accessories for a full and complete ADA installation. ADA SHOWER shall match, expect shall include a fold down shower seat as selected by Owner P-6 SHOWER 1/2" 1/2" 2" 2" BASIS OF DESIGN: Showers base shall be 60"x34" Kohler Model K-8649 "Rely". Include chrome-plated shower drain, Kohler Model K-9132. Valve and headset shall be Delta T13H152 anti-scald, balanced shower mixing valve with pressure balanced handle, 1.5 GPM wall mounted showerhead with spray and volume control, 70" vinyl handshower hose, stainless steel 24" slide bar and 24" grab bar. Include chrome-plated shower curtain rod and shower curtain. Coordinate all accessories for a full and complete ADA installation. ADA SHOWER shall match, expect shall include a fold down shower seat as selected by Owner P-7 JANITOR'S SINK 1/2" 1/2" 3" 2" BASIS OF DESIGN: Stern-Williams Cornaro Model SBC-1500. Fixture shall be a Terrazzo floor service sink, 24" x 24" x 12" high, complete with one-piece stainless steel cap all-around top edge, cast brass 3" caulked drain with stainless steel strainer. Faucet set shall be Stern- Williams T-10-VB sink fitting complete with wall brace, hose end, vacuum breaker and chrome finish. Provide and install 24” tall stainless steel splash guards on all adjacent walls. P-8 BREAK SINK 1/2" 1/2" 2" 2" BASIS OF DESIGN: Elkay Model LR2521. Break sinks shall be single compartment, 18 gauge stainless steel with sound-deadening, 25" x 21-1/4" outside dimensions, 21" x 15-3/4" inside dimensions with an 8" depth. Faucet punching shall be 3 hole and shall be complete with Kohler Model K-15173, single handle faucet with 10" swing spout, and hand spray. Include 1.5 GPM aerator. Provide stainless steel removable crumb cup strainers and drains complete with service stops, tailpieces, P-trap and all trim. P-9 UTILITY SINK 1/2" 1/2" 2" 2" BASIS OF DESIGN: Sink shall be Fiat FL-1 laundry tub with Symmetrix S-249 faucet set. Provide chrome-plated tailpieces, strainers, P-trap, loose key supply stops, and all other trim. P-10 EYEWASH 1/2" 1/2" 1-1/2" AAV BASIS OF DESIGN: Guardian G1814P. Fixture shall be wall-mounted, with 11-3/4" orange plastic bowl, 1/2" chrome-plated brass stay-open ball valve, two spray heads with flip top dust covers. Include chrome plated tailpiece and trap. Include Guardian Model G6021-XXX Thermostatic mixing valve installed in surface mounted powder coated steel cabinet. Route 1/2" hot and cold water to mixing valve, then 1/2" tempered water to eyewash. Include chrome plated brass tailpiece and p-trap with 1-1/2" IPS waste connection. FD FLOOR DRAIN 1/2" TP -- 3" U.O.N. 2" 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 DW PUMP 30 95 - - 3 208/3 - HYFAB MVP-630-208 (1) HWRP-1 WATER RECIRC. 5 20 - - 1/12 120/1 - B&G SERIES PL (2) (1) DUPLEX VARIABLE SPEED PRESSURE SKID MOUNTED BOOSTER PUMP WITH INTEGRAL CONTROL PANEL AND ISOLATION VALVES. SINGLE POINT POWER CONNECTION. PUMPS TO RUN AS PRIMARY/STANDBY. INCLUDE WATER WELL & PRESSURE BOOSTER EXPANSION TANK; WESSELS MODEL FXA-50, OR EQUAL, WITH 13 GALLON VOLUME. (2) PROVIDE WITH STARTER, DISCONNECT AND AQUASTAT. PUMP TO RUN CONTINUOUSLY. ELECTRIC WATER HEATER SCHEDULE I.D. TYPE OF TANK CAPACITY RECOVERY @ POWER VOLTS/ BASIS OF DESIGN REMARKS TAG WATER HEATER (GALLONS) 60°F (GPH) INPUT (KW) PHASE WH-1 ELEC TANK 80 93 12.5 208/3 BRADFORD WHITE CEHD(A) (1) WH-2 ELEC TANK 28 21 3.0 208/3 BRADFORD WHITE LE230L3 (1) IWH-A INSTANT -- -- 1.8 120/1 EEMAX SPEX1812T (2) (1) PROVIDE EXPANSION TANK ON CW INLET; WATTS SERIES PLT OR EQUAL SIZED PER MANUFACTURER'S RECOMMENDATIONS. SEE DETAIL 2/P0.1 AND 3/P0.1 (2) 0.2 GPM ACTIVATION. INCLUDE AN INTEGRAL NEMA 4X DISCONNECT 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS P0.1 PLUMBING SCHEDULES 23-005.D C. LYLES NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION AQUASTAT WITH TIMER 3/4" HWR AMTROL THERM-X-TROL EXPANSION SIZE PER MANUFACTURER'S SPECIFICATIONS. VACUUM RELIEF VALVE UNION (TYP.) CW SUPPLY 110 F HW SUPPLY ISO. VALVE (TYP.) ASME PRESSURE & TEMPERATURE RELIEF VALVE RELIEF VALVE DISCHARGE PIPED FULL SIZE TO FLOOR DRAIN OR JANITOR'S SINK SET THERMOSTAT AT 110 F WATER HEATER DRAIN VALVE HEAVY DUTY GALVANIZED WATER HEATER STAND SIZED FOR CAPACITY OF WATER HEATER FINISHED FLOOR HWRP PROVIDE WITH DRAIN PAN ROUTE DRAIN TO FLOOR DRAIN HEAT TRAP HEAT TRAP WATER SENSOR IN DRAIN PAN TIED INTO AUTOMATIC SHUT-OFF VALVE ON COLD WATER SUPPLY LINE. VALVE SHALL CLOSE UPON WATER DETECTION; WATTS LFWDS, OR EQUAL. 120V/1∅ HARDWIRED SYSTEM. S 2" P-TRAP 3" W/V STACK MIN 1/2" CW & HW SUPPLY IPS CORP. DU-ALL WASHER BOX 2700 SERIES (OR EQUAL BY OATEY) WATER HAMMER ARRESTORS, TYP. 1/2" HOSE BIBS WITH VACUUM BREAKER 6" LARGER THAN EQUIPMENT - TYPICAL ALL AROUND 4" TYPICAL - 12" AT BASE MOUNTED PUMPS. FLOOR LINE 45 DEGREE - 1" CHAMFERED EDGES POURED IN PLACE 4000 PSI MINIMUM CONCRETE PAD NOTE: PROVIDE PADS FOR FLOOR-MOUNTED PLUMBING EQUIPMENT. HEAT TRAP HEAT TRAP VACUUM RELIEF VALVE TO BE WATTS MODEL N36, OR EQUAL (ANSI Z21.22 COMPLIANT). INSTALL PER MANUFACTURER'S INSTRUCTIONS. INSTALL OVER DRAIN PAN. WATTS SERIES PLT EXPANSION TANK, OR EQUAL. SIZE PER MANUFACTURER'S GUIDELINES BASED ON WATER HEATER TANK STORAGE CAPACITY. WATER SENSOR IN DRAIN PAN TIED INTO SOLENOID VALVE ON COLD WATER SUPPLY LINE. VALVE SHALL CLOSE UPON WATER DETECTION. WATTS LFWDS, OR EAUL. 120V/1⌀ HARDWIRED SYSTEM UNION (TYP.) 1/2" THREADED ROD SECURED TO STRUCTURE ABOVE HW SUPPLY CW SUPPLY GATE VALVE (TYP.) CHECK VALVE (TYP.) 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. ROUTE 1" DRAIN LINE TO HUB DRAIN 2-1/2" DEEP GALVANIZED STEEL (24 GAUGE MIN.) DRIP PAN WITH ALL SEAMS SOLDERED WATERTIGHT SET THERMOSTAT AT 120°F DRAIN VALVE RELIEF VALVE DISCHARGE PIPED FULL SIZE TO HUB DRAIN ASME PRESSURE & TEMPERATURE RELIEF VALVE S 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS P0.2 PLUMBING DETAILS 23-005.D C. LYLES NOT TO SCALE P0.2 4 PLUMBING EQUIPMENT PAD DETAIL NOT TO SCALE P0.2 1 WATER HEATER DETAIL 12" = 1'-0" P0.2 2 SMALL WATER HEATER DETAIL NOT TO SCALE P0.2 3 LAUNDRY BOX DETAIL NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 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 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FITTING TYPE AS REQ'D TO SUIT THREADED PLUG FLANGED WITH FLASHING COLLAR AS REQ'D FLOOR LINE BRONZE SCORATED TOP CENTER SECURING SCREW 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 Y X X 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS P0.3 PLUMBING DETAILS 23-005.D C. LYLES NOT TO SCALE P0.3 1 FLOOR DRAIN DETAIL NOT TO SCALE P0.3 2 FLOOR CLEANOUT DETAIL NOT TO SCALE P0.3 3 TRAP PRIMER CONNECTION DETAIL NOT TO SCALE P0.3 4 WATER HAMMER ARRESTOR DETAIL NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS P0.4 PLUMBING DETAILS - CISTERN DW PUMP & FILTRATION SYSTEM 23-005.D C. LYLES NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS P0.5 PLUMBING SPECIFICATIONS 23-005.D C. LYLES NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS P0.6 PLUMBING SPECIFICATIONS 23-005.D C. LYLES NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS P0.7 PLUMBING SPECIFICATIONS 23-005.D C. LYLES NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS P0.8 PLUMBING SPECIFICATIONS 23-005.D C. LYLES NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION - --- KEYNOTES (APPLY TO THIS SHEET ONLY): 1. ROUTE NEW SAN B/G TO SEPTIC TANK. COORDINATE EXACT LOCATION WITH SITE PLAN. 2. PROVIDE A DOWNSPOUT BOOT AT EACH DOWNSPOUT AND CONNECT TO 4" B/G STORM PIPING. 3. 4" STORM TO 4" ROOF DRAIN ABOVE. COORDINATE EXACT LOCATION WITH ARCHITECTS PLANS. 4. WASHER DRAIN AND SUPPLY BOX BY OATEY. BOX TO INCLUDE DRAIN CONNECTION, H&CW CONNECTIONS WITH SHUT-OFF VALVES, AND WATER HAMMER ARRESTORS. 5. VENT WITH AIR ADMITTANCE VALVE (AAV) LOCATED IN AN ACCESSIBLE LOCATION. AAV SHALL BE STUDOR MODEL "MAXI-VENT", OR EQUAL, CAPABLE OF VENTING UP TO 160 BRANCH DFU. INSTALL PER MANUFACTURER'S INSTRUCTIONS 6. VENT TO OUTDOORS. VENT TO BE AT LEAST 10 FEET ABOVE GROUND. TURN VENT DOWN AND COVER WITH ALUMINUM INSECT SCREEN. ENSURE THAT VENT IS AT LEAST 10 FEET HORIZONTALLY AND 3 FEET ABOVE FROM ANY OUTSIDE AIR INTAKE OR BUILDING OPENING. 7. PROVIDE A CONDENSATE DRAIN FROM THE AIR COMPRESSOR. LOCATION T.B.D. CONDENSATE DRAIN SIZE SHALL BE AS REQUIRED BY ACTUAL EQUIPMENT PROVIDED. ROUTE CONDENSATE DRAIN TO DISCHARE INDIRECTLY TO STORM DRAIN. INCLUDE AN ALUMINUM INSECT SCREEN AT OUTLET. 8. 2" HUB DRAIN FOR FCU CONDENSATE DRAINS ROUTED TO STORM SYSTEM. INCLUDE A BACKWATER VALVE IN ACCESSIBLE LOCATION. INCLUDE AN INVERTED 3X2 FITTING TO SERVE AS A FUNNEL AT OPEN END OF HUB DRAIN WITH AN ALUMINUM INSECT SCREEN ON OPEN SIDE. ROUTE FCU CONDENSATE DRAIN TO DISCHARE INDIRECTLY TO STORM HUB DRAIN. 9. 6" CISTERN OVERFLOW PIPE LOCATED 6 INCHES BELOW THE SLAB. INCLUDE ALUMINUM INSECT SCREEN. SEE CIVIL PLAN FOR CONTINUATION TO SITE DETENTION POND. # - --- 3" FD (TYP) P-1(TYP) (P-2 (TYP) 1 INVERT ELEVATION = (-) 3'-0" BELOW FLOOR 3" FD (TYP 3) 3" SAN BF 3" WASTE B/G INVERT ELEVATION = (-) 1'-6" BELOW FLOOR ROUTE TO SITE OIL INTERCEPTOR, THEN SEPTIC TANK. SEE CIVIL PLANS FOR CONT. INVERT ELEVATION = (-) 3'-0" BELOW FLOOR. SEE CIVIL PLANS FOR CONT. F.C.O. (TYP) HWRP-1 4" SAN 4" SAN - --- - --- 4" ST 4" ST 2 2 2 2 2 2 2 3 3 6" ST 8" STORM B/G TO CISTERN. P-9 UTIL SINK 2" HUB DRAIN BELOW FOR WATER HEATER DRAINS 4 P-3 (TYP) P-8 P-10, EYEWASH F.C.O. (TYP) IWH-A P-2 P-2 P-3 P-1 P-3 P-4 P-6 P-6 P-5 P-5 P-7 P-3 P-1 WH-2 5 8 3" FD (TYP) 6 4" SAN 2" V 6 5 5 6 2" V 4" SAN 3" SAN 5 7 4" STORM HUB DRAIN FOR CONDENSATE DRAINS 4" ST 6" ST 4" ST CLEAN-OUT - --- 8 8 2" ST 2" ST F.C.O. P-6 P-1 - --- F.C.O. C.O. 4" ST CONNECT COND. DRAIN AT TOP OF STORM DRAIN 2" ST 6" ST 6" ST 4" ST 4" ST 6" ST 6" ST 8" ST F.C.O. 8 CONNECT COND. DRAIN AT TOP OF STORM DRAIN 2" ST 1 2 9 SEE CIVIL PLANS FOR CONTINUATION 4"FD WH-1 3" FD 2" V MECHANICAL 120 TOILET 113 FEMALE SHOWER & LOCKER ROOM 114 FEMALE BATHROOM 111 MALE SHOWERS & LOCKERS 119 FEMALE DORMS 110 MALES DORMS 115 TURNOUT ROOM 123 KITCHEN 107 AIRLOCK 121 STORAGE 122 ELECTRICAL 108 APPARATUS BAY 124 STORAGE 125 TURNOUT GEAR STORAGE 126 EQUIPMENT MAINTENANCE 127 DAYROOM/ DINING 105 FITNESS ROOM 106 MALE BATHROOM 116 LOBBY 101 UNISEX BATHROOM 103 SHIFT SUPERVISOR 102 TOILET 117 TOILET 112 UNISEX BATHROOM 130 SAFE/ MULTI-PURPOSE ROOM 133 EMS OFFICE 104 JANITOR 109 GENERATOR ROOM 131 CORRIDOR 128 UTILITY ROOM 132 CORRIDOR 129 - --- 1 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS P1.0 PLUMBING PLAN - SAN/W/V 23-005.D C. LYLES 3/16" = 1'-0" P1.0 1 PLUMBING PLAN - SAN/W/V/STORM NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 1 09/05/2025 REV 1 - --- - --- CISTERN WATER FILTRATION RACK WITH PRESSURE TANK 1 KEYNOTES (APPLY TO THIS SHEET ONLY): 1. REFER TO DETAILS ON P0.4 FOR CISTERN PUMP, PRESSURE TANK & FILTRATION RACK PIPING CONFIGURATION. 2. PROVIDE 1/2" VALVED CW STUB WITH DUAL CHECK BACKFLOW PREVENTER FOR CONNECTION TO REFRIGERATOR ICE MAKER WALL SUPPLY BOX. 3. PROVIDE 1/2" VALVED HW STUB FOR CONNECTION TO DISHWASHER. ROUTE DRAIN PIPING TO APPROVED AIR GAP FITTING ON SINK TAILPIECE. 4. 3/4" CW DOWN TO VANDAL PROOF HOSE BIB. PROVIDE ISOLATION VALVE AND BACKFLOW PREVENTER. 5. WASHER DRAIN AND SUPPLY BOX BY OATEY. BOX TO INCLUDE DRAIN CONNECTION, H&CW CONNECTIONS WITH SHUT-OFF VALVES, AND WATER HAMMER ARRESTORS. 6. PROVIDE POINT-OF-USE MIXING VALVE AT SINK FAUCET TO STEP HOT WATER DOWN FROM 120 DEGREES TO 105 DEGREES. SEE SPEC SECTION 221000-2.03-P. 7. RAINWATER FILTRATION SKID SUCTION PIPE. SEE 1/P0.2 8. 1-1/2" ANGLE HOSE VALVE IN ROUGH BRASE WITH RED ENAMEL WHEEL HANDLE, HOSE END FITTING AND CAP WITH CHAIN. 9. TRUCK TANK FILL WATER TO BE PULLED FROM UNTREATED WATER IN CISTERN. EXTEND PIPE TO 6" ABOVE BOTTOM OF CISTERN AND INCLUDE STRAINER. 10. INSTALL SHUT-OFF VALVE AT STORM SHELTER PERIMETER. VALVE TO BE CLOSED FOR A STORM EVENT. # P-1(TYP) P-8 P-10, EYEWASH 2 3 4 4 CW UP TO JUST BELOW ROOF AND OVER HIGH BAY AREA 1 1/4" CW 3/4" CW HWRP-1 1" HW - --- - --- WH-2 IWH-A P-2 P-2 P-3 P-1 P-1 P-3 P-4 P-6 P-6 P-5 P-5 P-1 P-1 P-3 P-7 P-9 P-3 P-1 WH-1 HW DOWN TO BEHIND LAV HW UP TO ABOVE CEILING 1" HW 3/4" HW HW DOWN TO BEHIND LAVS HWR UP 3/4" CW 1 1/2" CW 5 1 1/4" CW 1" CW 1" CW 1 1/4" CW 1 1/4" HW - --- P-6 1 1/4" CW 1 1/2" CW 6 6 - --- 7 BELOW GROUND CISTERN 1 1/2" CW TANK FILL CONNECTION 8 9 FP-1 JOCKEY PUMP CONTROLLER FIRE PUMP CONTROLLER & AUTO. TRANSF. SWITCH BP-1 1 1/2" CW 1 1/2" CW HATCHED AREA IS FOR FIRE PROTECTION EQUIPMENT ONLY 1 1/2" CW SEE FP100 FOR COMPLETE LAYOUT OF FIRE PROTECTION EQUIPMENT MECHANICAL 120 TOILET 113 FEMALE SHOWER & LOCKER ROOM 114 FEMALE BATHROOM 111 MALE SHOWERS & LOCKERS 119 FEMALE DORMS 110 MALES DORMS 115 TURNOUT ROOM 123 KITCHEN 107 AIRLOCK 121 STORAGE 122 ELECTRICAL 108 APPARATUS BAY 124 STORAGE 125 TURNOUT GEAR STORAGE 126 EQUIPMENT MAINTENANCE 127 DAYROOM/ DINING 105 FITNESS ROOM 106 MALE BATHROOM 116 LOBBY 101 UNISEX BATHROOM 103 SHIFT SUPERVISOR 102 TOILET 117 TOILET 112 UNISEX BATHROOM 130 SAFE/ MULTI-PURPOSE ROOM 133 EMS OFFICE 104 JANITOR 109 GENERATOR ROOM 131 CORRIDOR 128 UTILITY ROOM 132 CORRIDOR 129 10 1 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS P1.1 PLUMBING PLAN - WATER 23-005.D C. LYLES 3/16" = 1'-0" P1.1 1 PLUMBING PLAN - WATER NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 1 09/05/2025 REV 1 3" FD (TYP) P-6 P-6 4" SAN P-1 F.C.O. (TYP) P-3 4" SAN 4" SAN P-4 P-2 4" SAN F.C.O. (TYP) 2" V TO OUTDOORS 4" SAN 2" V 2" V 4" FD 2" V P-5 3" FD P-2 P-3 P-1 3" FD 3" FD P-1 P-7 3" FD 4" SAN 3" SAN 4" SAN 4" SAN 4" SAN 2" V 2" V 2" V TO OUTDOORS P-1 P-3 3" FD 2" SAN 4" SAN 4" SAN 2" V 2" V A.A.V. F.C.O. CLOTHES WASHER DRAIN BOX P-9 2" HD F.C.O. 3" SAN F.C.O. P-10, EYEWASH A.A.V. 1 1/2" SAN 3" SAN 2" SAN 2" V 3" SAN 2" V 3"FD (PUMP RM) 3" SAN 2" V P-1 3"FD P-3 3" SAN 4" SAN 2" V 2" V 2" V 2" V 4" SAN 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS P2.1 PLUMBING RISER DIAGRAMS - S/W/V 23-005.D C. LYLES P2.1 1 PLUMBING RISER DIAGRAMS - SAN/W/VENT/STORM - MEN'S BATHROOM P2.1 2 PLUMBING RISER DIAGRAMS - SAN/W/VENT/STORM -WOMEN'S BATHROOM P2.1 3 PLUMBING RISER DIAGRAMS - SAN/W/VENT/STORM - UNISEX RESTROOM 103 P2.1 4 PLUMBING RISER DIAGRAMS - SAN/W/VENT/STORM -LAUNDRY P2.1 5 PLUMBING RISER DIAGRAMS - SAN/W/VENT/STORM -UNISEX RESTROOM 130 NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 1 09/05/2025 REV 1 1 1 P-6 P-1 P-3 P-4 P-2 (3 FAUCETS) WH-1 HWRP-1 3/4" HW 1 1/4" CW 1 1/2" CW 1 1/2" CW 1 1/4" HW 1 1/4" HW 3/4" HW 1/2" CW 1 1/4" CW 1" CW P-7 P-1 P-1 P-3 P-2B (3 FAUCETS) 1/2" CW P-5 1 1/4" HW 1" HW 1 1/4" HW 1" HW 3/4" HW 3/4" CW IWH-A P-3 P-1 3/4" CW 1/2" CW WH-2 P-9 WASHER 3/4" HW 3/4" CW 1/2" HW 1/2" CW 1" CW 1 1/4" CW 3/4" HW P-10 EYEWASH 1/2" CW 1/2" HW P-3 P-1 HOSE BIBB 1" CW 1/2" HW 1/2" CW 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS P2.2 PLUMBING RISER DIAGRAMS - WATER 23-005.D C. LYLES P2.2 1 PLUMBING RISER DIAGRAMS - WATER - MEN'S BATHROOM P2.2 2 PLUMBING RISER DIAGRAMS - WATER - WOMEN'S BATHROOM P2.2 3 PLUMBING RISER DIAGRAMS - WATER - UNISEX RESTROOM 103 P2.2 4 PLUMBING RISER DIAGRAMS - WATER - LAUNDRY P2.2 5 PLUMBING RISER DIAGRAMS - WATER - UNISEX RESTROOM 130 NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 4" ST 6" ST 4" ST 4" ST 4" ST 4" ST 4" ST 4" ST 6" ST C.O. 4" ST 6" ST 8" STORM TO DISCHARGE TO CISTERN 4" ST 4" ST 4" ST C.O. (TYP) 6" ST 2" ST 2" ST 2" ST 6" ST 6" ST 8" ST 2" ST CONDENSATE DRAINS FROM A/C UNITS. CONNECT AT TOP OF STORM DRAIN CONDENSATE DRAINS FROM A/C UNITS. CONNECT AT TOP OF STORM 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 A. COBB C. LYLES NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS P2.3 PLUMBING RISER DIAGRAM - STORM 23-005.D C. LYLES P2.3 1 PLUMBING RISER DIAGRAMS - STORM NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION SLEEVE THROUGH FLOOR FINISHED FLOOR GATE VALVE WATER FLOW ALARM SWITCH TO SYSTEM TO REMOTE FDC CHECK VAVLE FINISHED GRADE SUPPLY TO SPRINKLER RISER FINAL DESIGN OF RISER IS BY THE FIRE PROTECTION CONTRACTOR THRUST BLOCK PRESSURE GAUGE DRAIN VALVE 2" DRAIN PIPE 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 Author Checker NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS FP0.1 FIRE PROTECTION DETAILS 23-005.D Approver 12" = 1'-0" FP0.1 1 FIRE RISER NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 Author Checker NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS FP0.2 FIRE PROTECTION SPECIFICATIONS 23-005.D Approver NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION - --- - --- FIRE PROTECTION NOTES (APPLY TO THIS SHEET ONLY): 1. SEE SPEC SECTION 210500. 2. FIRE PROTECTION ENGINEER SHALL PROVIDE REQUIREMENTS FOR AN NFPA 22 AND NFPA 13 COMPLIANT GRAVITY STORAGE TANK. AREA REQUIRING SPRINKLER COVERAGE. APPROXIMATELY 300 SF AREA REQUIRING SPRINKLER COVERAGE. APPROXIMATELY 320 SF AREA REQUIRING SPRINKLER COVERAGE. APPROXIMATELY 570 SF SPRINKLER PIPING UP TO JUST BELOW HIGH ROOF SPRINKLER PIPING DOWN TO JUST BELOW LOW ROOF SPRINKLER PIPE SIZE SHALL BE DETERMINED BY FIRE PROTECTION ENGINEER AND HYDRAULIC CALCULATIONS SPRINKLER PIPE SIZE SHALL BE DETERMINED BY FIRE PROTECTION ENGINEER AND HYDRAULIC CALCULATIONS - --- - --- - --- - --- - --- CISTERN FOR STORM WATER - --- - --- - --- JOCKEY PUMP CONTROLLER FIRE PUMP CONTROLLER & AUTO. TRANSF. SWITCH FP-1 FIRE PUMP TEST HEADER 3" FIRE CLEARANCE FOR F.P. EQUIP BP-1 1 2 3 4 5 6 7 A B C D E F SHUT-OFF VALVE 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 Author Checker NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS FP1.0 FIRE PROTECTION PLAN 23-005.D Approver 3/16" = 1'-0" FP1.0 1 FIRE PROTECTION PLAN NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 1 09/05/2025 REV 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 L. ORTIZ J. CLARK NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS 23-005.D J. CLARK NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION E0.0 ELECTRICAL LEGEND, SCHEDULES, AND GENERAL NOTES 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 L. ORTIZ J. CLARK NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS 23-005.D J. CLARK NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION E0.1 ELECTRICAL DETAILS 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 L. ORTIZ J. CLARK NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS 23-005.D J. CLARK NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION E0.2 ELECTRICAL RISER DIAGRAM 09/05/2025 REV 1 1 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 L. ORTIZ J. CLARK NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS 23-005.D J. CLARK NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION E0.3 PANEL SCHEDULES & UTILITY TRANSFORMER PAD DETAIL 09/05/2025 REV 1 1 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 “ ” 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 L. ORTIZ J. CLARK NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS 23-005.D J. CLARK NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION E0.4 ELECTRICAL SPECIFICATIONS 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 L. ORTIZ J. CLARK NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS 23-005.D J. CLARK NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION E0.5 ELECTRICAL SPECIFICATIONS 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 “ “ · · · “ ” 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 L. ORTIZ J. CLARK NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS 23-005.D J. CLARK NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION E0.6 ELECTRICAL SPECIFICATIONS 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 L. ORTIZ J. CLARK NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS 23-005.D J. CLARK NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION E0.7 ELECTRICAL SPECIFICATIONS 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 DW MECHANICAL 120 TOILET 113 FEMALE SHOWER & LOCKER ROOM 114 FEMALE BATHROOM 111 MALE SHOWERS & LOCKERS 119 FEMALE DORMS 110 MALES DORMS 115 TURNOUT ROOM 123 KITCHEN 107 AIRLOCK 121 STORAGE 122 ELECTRICAL 108 APPARATUS BAY 124 DAYROOM/ DINING 105 FITNESS ROOM 106 MALE BATHROOM 116 LOBBY 101 UNISEX BATHROOM 103 SHIFT SUPERVISOR 102 TOILET 117 TOILET 112 EMS OFFICE 104 JANITOR 109 STORAGE 125 TURNOUT GEAR STORAGE 126 EQUIPMENT MAINTENANCE 127 SAFE/ MULTI-PURPOSE ROOM 133 GENERATOR ROOM 131 UNISEX RESTROOM 130 CORRIDOR 128 PUMP ROOM 132 CORRIDOR 129 CORRIDOR 118 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 L. ORTIZ J. CLARK NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS 23-005.D J. CLARK NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION E1.0 ELECTRICAL SITE PLAN 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 J TV TV F F F F F F F F F D D D D D F D D D F F D J J D D D F MAIN FIRE CONTROL PANEL PHONE BACKBOARD PANEL 'L' PANEL 'LM' LIGHTING CONTROL PANEL AUTOMATIC TRANSFER SWITCH WP 30/2 30/2 30/2 30/2 1 1 1 1 42" AFF 44"AFF 44"AFF 44"AFF 44"AFF 44"AFF PUNCH CLOCK LM-1,3 LM-5,7 LM-9,11 LM-13,15 L-1 L-5 L-13 L-11 L-23 L-25 L-31 L-33 L-35 L-27 L-21 L-39 L-6 L-2,4 L-19 2 2 L-17 L-29 L-37 42" AFF 56" AFF L-41 PANEL 'LSR' AUTOMATIC TRANSFER SWITCH 'ATS - LR' PANEL 'MDP' 3#4,#10G,1"C 60/2 20/2 20/2 20/2 20/2 LSR-11 LSR-23 FOR MICROWAVE 'ATS-S' L-12 3 EMERGENCY GENERATOR LSR-18 4 5 REMOTE GENERATOR ANNUNCIATOR PANEL AND EMERGENCY STOP BUTTON TEMPORARY GENERATOR DOCKING STATION 'GDS-SAFE ROOM' TEMPORARY GENERATOR DOCKING STATION 'GDS-FIRE PUMP' 6 6 LSR-2 MECHANICAL 120 TOILET 113 FEMALE SHOWER & LOCKER ROOM 114 FEMALE BATHROOM 111 MALE SHOWERS & LOCKERS 119 FEMALE DORMS 110 MALES DORMS 115 TURNOUT ROOM 123 KITCHEN 107 AIRLOCK 121 STORAGE 122 ELECTRICAL 108 APPARATUS BAY 124 STORAGE 125 TURNOUT GEAR STORAGE 126 EQUIPMENT MAINTENANCE 127 DAYROOM/ DINING 105 FITNESS ROOM 106 MALE BATHROOM 116 LOBBY 101 UNISEX BATHROOM 103 SHIFT SUPERVISOR 102 TOILET 117 TOILET 112 UNISEX BATHROOM 130 SAFE/ MULTI-PURPOSE ROOM 133 EMS OFFICE 104 JANITOR 109 GENERATOR ROOM 131 CORRIDOR 128 UTILITY ROOM 132 CORRIDOR 129 LSR-4 LSR-6,8 2#6,#10G,3/4"C 45/2 LSR-10 LSR-14 LSR-16 1 1 1 GENERAL NOTES: (APPLY TO THIS SHEET ONLY) 1. REFER TO DRAWING E0.0 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 L. ORTIZ J. CLARK NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS E2.0 ELECTRICAL FLOOR PLAN 23-005.D J. CLARK 3/16" = 1'-0" E2.0 1 ELECTRICAL FLOOR PLAN LEGEND NOTES: (APPLY THIS SHEET ONLY) PROVIDE DISCONNECT FOR CONNECTION TO MOTORIZED OVERHEAD DOOR. COORDINATE EXACT REQUIREMENTS WITH ARCHITECT/VENDOR PRIOR TO INSTALLATION. PROVIDE DEDICATED RECEPTACLE FOR CONNECTION TO TREADMILL. COORIDNATE WITH ARCHITECT/OWNER FOR EXACT LOCATIONS. PROVIDE JUNCTION BOX FOR POWER CONNECTIONS TO GENERATOR BATTERY CHARGER. COORDINATE WITH GENERATOR MANUFACTURER FOR FURTHER DETAILS. PROVIDE JUNCTION BOX FOR CONNECTION TO REMOTE FUEL STATION FILL STATION. COORDINATE WITH DIVISION 22/23. COORDINATE EXACT REQUIREMENTS FOR RANGE WITH OWNER PRIOR TO INSTALLATION. ALL RECEPTACLES IN THIS ROOM SHALL BE TAMPER- RESISTANT. 1 2 3 4 5 6 NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 1 09/05/2025 REV 1 MS MS MS PP MS MS MS PP D MS MS MS MS PP PP PP PP MS MS MS AE A A A2 A A A A2 AE A A AE A2 A2 C A2 A2 A2 A2 A2 A2E A2E AE AE AE BE AE AE A A A BE AE B B B B A2 A2 A A B C CE C D D DE DE D D VS VS OS LV VS OS LV VS VS LVD VS VS OS LV VS LV X X X X X X OV LVD E E E FE FE FE OS OS OS A OS E E B D D X C C E E 1 LV LSR-12 L-20 L-16 L-14 L-22 L-18 VS C C C C C OS C C C CE CE CE CE CE C CE C C C LV LV X LV C C C 1 3 3 LSR-21 LV LV 1 1 GENERAL NOTES: (APPLY TO THIS SHEET ONLY) REFER TO DRAWING E0.0 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. LEGEND NOTES: (APPLY TO THIS SHEET ONLY) ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL FOR TIME SCHEDULE AND PHOTOCELL CONTROL. 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 L. ORTIZ J. CLARK NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS E3.0 LIGHTING FLOOR PLAN 23-005.D J. CLARK 3/16" = 1'-0" E3.0 1 LIGHTING FLOOR PLAN 1 NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 1 09/05/2025 REV 1 J J J J J CU-1 FCU-3 FCU-4 FCU-5 FCU-6 CU-5 CU-3 CU-4 CU-6 TEF-1 TEF-2 EF-2 TEF-3 EF-1 HWRP-1 TEF-4 FCU-2 CU-2 30/2,WP LSR-28,30 2#10,#10G,1/2"C 25/2 60/2,WP 30/2,WP 60/2,WP 60/2,WP 30/2,WP LM-53 LM-55 LM-57 LM-2 LM-4 LM-12,14,16 LM-6,8,10 WH-2 LM-21,23 35/2 LM-29,31 2#8,#10G,1/2"C 35/2 LM-37,39 20/2 LM-41,43 15/2 LM-45,47 2#10,#10G,1/2"C 25/2 LM-49,51 15/2 4#6,#10G,1-1/4"C 50/3 20/3 LSR-1,3 2#8,#10G,1/2"C 35/2 LM-18 LSR-17 30/2 30/2 30/2 30/3 100/3 IWH-A LM-59 M.O.D. M.O.D. (TYP) FOR CONDENSATE PUMP M M M M M WH-1 WP WP LSR-29 LM-22 M.O.D. (TYP) ACD-1 ACD-2 M LM-24,26 20/2 LM-28,30 20/2 FCU-1 1 2 2#8,#10G,1/2"C 2 1 30/2 30/2 30/2 2 1 3 3 3 3 3 EF-3 EF-4 M LSR-15 LSR-27 M.O.D. BP-1 FP-1 M.O.D. M.O.D. M M M M.O.D. 4 LSR-20,22,24 4#8,#10G,3/4"C 35/3 LSR-13 M JOCKEY PUMP CONTROLLER LSR-5,7,9 15/3 LSR-19 LM-32 MECHANICAL 120 TOILET 113 FEMALE SHOWER & LOCKER ROOM 114 FEMALE BATHROOM 111 MALE SHOWERS & LOCKERS 119 FEMALE DORMS 110 MALES DORMS 115 TURNOUT ROOM 123 KITCHEN 107 AIRLOCK 121 STORAGE 122 ELECTRICAL 108 APPARATUS BAY 124 STORAGE 125 TURNOUT GEAR STORAGE 126 EQUIPMENT MAINTENANCE 127 DAYROOM/ DINING 105 FITNESS ROOM 106 MALE BATHROOM 116 LOBBY 101 UNISEX BATHROOM 103 SHIFT SUPERVISOR 102 TOILET 117 TOILET 112 UNISEX BATHROOM 130 SAFE/ MULTI-PURPOSE ROOM 133 EMS OFFICE 104 JANITOR 109 GENERATOR ROOM 131 CORRIDOR 128 UTILITY ROOM 132 CORRIDOR 129 2 1 LSR-25 1 1 1 1 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. ALL HVAC DISCONNECTS ARE PROVIDED BY DIVISION 23 UNLESS NOTED OTHERWISE OR IDENTIFIED ON PLANS. PROVIDE FUSES PER MANUFACTURER'S RECOMMENDATIONS AS REQUIRED. 4. 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 - 3495 Holcomb Bridge Road Norcross, GA 30092 Phone (770) 810-8800 c This drawing is copyrighted. It may not be reproduced nor used in any other form or on any other project. BW&A Job No. 2024-1102 ESTATE FORTUNA (TANGO CO.) FIRE STATION 03.14.2025 L. ORTIZ J. CLARK NO.3C-C-1 ESTATE FORTUNA, WEST END ST. THOMAS, U.S. VIRGIN ISLANDS E4.0 HVAC CONNECTIONS FLOOR PLAN 23-005.D J. CLARK 3/16" = 1'-0" E4.0 1 HVAC CONNECTIONS FLOOR PLAN LEGEND NOTES: (APPY TO THIS SHEET ONLY) PROVIDE CONNECTION TO CORRESPONDING INDOOR UNIT. COORDINATE FINAL CONNECTION REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH-IN. PROVIDE CONNECTION TO CORRESPONDING OUTDOOR UNIT. COORDINATE FINAL CONNECTION REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH-IN. ELECTRICAL CONTRACTOR SHALL COORDINATE POWER REQUIREMENTS FOR AIR QUALITY MONITOR AT THIS LOCATION PRIOR TO ROUGH-IN. REFER TO DETAIL 1/E0.2 FOR ELECTRICAL CONNECTION TO MECHANICAL EQUIPMENT 'FP-1.' COORDINATE EXACT ROUTING AND CONNECTION REQUIREMENTS IN THE FIELD. 1 2 3 4 NO. DATE REMARKS 03/14/2025 ISSUED FOR CONSTRUCTION 1 09/05/2025 REV 1