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REVISIONS NOT FOR CONSTRUCTION A B C D E F 1 2 3 4 5 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan 100 Biscayne Blvd., 27th Floor 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 Miami. Florida 33132 t 305 .372 . 5222 t 305 .372 . 5222 e info@zyscovich.com e info@zyscovich.com w www.zyscovich.com w www.zyscovich.com 11/14/2025 2:23:57 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN COVER SHEET 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION FCD 0.00 ISSUE DATE: RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuilt USVI Construction Services ZYSCOVICH PROJECT # PROJECT RENDERING SCOPE OF WORK THE INTENT OF THIS DESIGN EFFORT IS TO DEVELOP A PATH FOR EXPANDING THE CURRENT CAPACITY OF THE EXISTING FACILITIES TO ACCOMMODATE THE EXPANDED NEW PK-8 EDUCATIONAL PROGRAM MODEL AND ACCOMMODATE THE DISPLACED STUDENTS. CURRENTLY THE EXPANDED ENROLLMENT HAS BEEN ACCOMMODATED THROUGH THE TEMPORARY PORTABLE FACILITIES ON THE NORTH SIDE OF THE CAMPUS. ADDITIONALLY, ANY CAMPUS EXPANSION IS TO BE PLANNED IN A WAY THAT AVOIDS INTERFERING WITH THE PLANNED PHASES FOR EFFICIENCY OF PROJECT FUNDS AND EXPEDITING THE FINAL SITE DEVELOPMENT. IN REVIEW OF THE EXISTING CONDITIONS AND PRELIMINARY MASTER PLANNING BY VIDE, THE TEAM CONFIRMED THE PLANNED EXPANSION IS APPROPRIATELY PROGRAMMED AND PLANNED ON THE CURRENT SCHOOL CAMPUS. THE BASE PROGRAM WILL PROVIDE A NEW ADDITION GYMNASIUM (FEMA SAFE ROOM) FACILITY AS THE REPROGRAMMED EXISTING FACILITY HAS THE CAPACITY TO HANDLE THE EXPANDED ENROLLMENT NEEDS. THE NEW GYMNASIUM AND SUPPORT FACILITY HAS BEEN PLACED AT THE NORTHWEST CORNER OF THE SITE TO ALLOW FOR RECONFIGURATION OF THE DROP OFF AREAS AND PARKING LOT, WHILE ALSO REINFORCING THE CLEAR SENSE OF ENTRY, RESPECT THE EXISTING ARCHITECTURAL CHARACTER OF THE HISTORIC SCHOOL. THE EXISTING ADMINISTRATION SUITE WILL BE FULLY RENOVATED AND RECONFIGURED TO CREATE A NEW SENSE OF ENTRY TO THE CAMPUS. ALL CURRENT ACADEMIC AREAS WILL BE REMODELED AND CONFIGURED TO SUPPORT THE 21ST CENTURY EDUCATIONAL MODEL. THE REVITALIZED ENTRY TO THE FACILITY AND CAMPUS IS TO REMAIN FACING NORTH SHARING A MAIN BUS DROP-OFF, PARKING LOT AND PEDESTRIAN ENTRANCE AREA. THE EXISTING CAMPUS PARTIAL LOOP ROAD SERVICE ROAD WILL REMAIN. NEWLY DEVELOPED FACULTY PARKING AREAS ARE PLANNED FOR THE FRONT SIDE OF THE SITE. THESE AREAS WILL BE DESIGNED TO ALSO ADDRESS ON-SITE STORM DRAINAGE CONCERNS AFFECTING THE EXISTING CAMPUS. THE PROPOSED EXPANSION IS GENERALLY IN COMPLIANCE WITH THE VIDE ’S EDUCATIONAL FACILITY MASTER PLAN AND IS APPROPRIATELY SITED. ALL ENVIRONMENTAL DOCUMENTATION IS PROCESS AND PRELIMINARY APPLICABLE ENVIRONMENTAL CLEARANCES FOR THE PROJECT WILL BE SECURED, INCLUDING THE REPLACEMENT OF THE EXISTING WASTEWATER TREATMENT PLANT NOW PLANNED FOR THE NORTH SIDE OF THE SITE. THE NEW FACILITY WILL BE INCORPORATED INTO THE ARCHITECTURE OF THE NEW ADDITION TO MINIMIZE VIEW AND IMPACT ON THE SITE. THE CULTURAL RESOURCES SURVEY INDICATES NO CONFLICT FOR THE CURRENTLY DEVELOPED SITE AND FINAL DETERMINATION IS IN PROCESS AND WILL BE COMPLETED WITH THE REQUIRED FINAL ENVIRONMENTAL DOCUMENTATION. CIVIL ENGINEERS ARCHITECT 100 N. Biscayne Blvd, 27th Floor 100 N. Biscayne Blvd, 27th Floor Miami, Florida 33132 Miami, Florida 33132 (305) 372-5222 Tel (305) 372-5222 Tel (305) 577-4521 Fax (305) 577-4521 Fax LOCATION MAP STRUCTURAL ENGINEERS M/E/P ENGINEERS ZYSCOVICH, LLC. FOOD SERVICES 1221 Brickell Avenue, Suite 1800 1221 Brickell Avenue, Suite 1800 Miami, Florida 33131 Miami, Florida 33131 (786)-264-7200 Tel (786)-264-7200 Tel Fax # Fax # 80 SW 8th Street, Suite 2160 80 SW 8th Street, Suite 2160 Miami, Florida 33130 Miami, Florida 33130 (786) 491-7660 Tel (786) 491-7660 Tel Fax # Fax # THORNTON THOMASETTI 5757 Waterford District 5757 Waterford District Drive Suite 400 Drive Suite 400 Miami, Florida 33126 Miami, Florida 33126 (305) 366-6553 Tel (305) 366-6553 Tel TLC ENGINEERING 63 Chapel Street 63 Chapel Street Newton, Massachusetts 02458 Newton, Massachusetts 02458 (617)-876-2100 Tel (617)-876-2100 Tel (305) 577-4521 Fax (305) 577-4521 Fax REALFOOD HOSPITALITY, STRATEGY & DESIGN LANGAN PROJECT LOCATION FIRE PROTECTION ENGINEERING LOCAL ARCHITECT DESIGN AND CONSULTING 5143 Palm Passage (Dronningens 5143 Palm Passage (Dronningens Gade) Second Floor, Suite B24-25. St. Gade) Second Floor, Suite B24-25. St. Thomas, U.S. Virgin Islands 00802. Thomas, U.S. Virgin Islands 00802. (340) 340-777-1600 Tel (340) 340-777-1600 Tel BUILDING ENVELOPE FURNITURE SELECTION AND SPECIFICATION JAREDIAN DESIGN GROUP 260 Palermo Ave, 260 Palermo Ave, Coral Gables, Florida 33134 Coral Gables, Florida 33134 (786)-264-7200 Tel (786)-264-7200 Tel Fax # Fax # 126 S Park Ave Suite A, 126 S Park Ave Suite A, Winter Park, Florida 32789 Winter Park, Florida 32789 (407) 333-1977 Tel (407) 333-1977 Tel Fax # Fax # JAY AMMON ARCHITECTS 232 North Main Street 232 North Main Street Bushnell, Florida 33513 Bushnell, Florida 33513 (800) 457.2745 Tel (800) 457.2745 Tel (800) 457.2778 Fax (800) 457.2778 Fax ERNIE MORRIS ENTERPRISES, INC. SLS CONSULTING TO THE BEST OF MY KNOWLEDGE, THESE DRAWINGS ARE COMPLETE AND COMPLY WITH THE "INTERNATIONAL BUILDING CODE", AND THE "INTERNATIONAL FIRE CODE". STATEMENT DATE COPYRIGHT C 2025 ZYSCOVICH, LLC. ALL RIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ZYSCOVICH, LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TO ZYSCOVICH, LLC. REPRODUCTIONS OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF ZYSCOVICH, LLC. IS PROHIBITED. OCTOBER 10, 2025 SCHEMATIC DESIGN YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands 25-0289.03 Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 PRE-APP CONCEPT DRAWINGS PRE-APP CONCEPT DRAWINGS INDEX OF DRAWINGS FCD SET INDEX OF DRAWINGS FCD SET SHEET ISSUE DATE SHEET ISSUE DATE CURRENT REVISION CURRENT REVISION REVISION DATE REVISION DATE SHEET NUMBER SHEET NUMBER SHEET NAME SHEET NAME REVISION 1 REVISION 1 GENERAL 10/10/2025 FCD 0.00 COVER SHEET 10/10/2025 FCD V1.01 SURVEY (FOR REFERENCE) DEMOLITION 10/10/2025 FCD AD1.01 DEMOLITION SITE PLAN 10/10/2025 FCD AD6.01 EXISTING SITE PHOTOS 10/10/2025 FCD AD6.02 EXISTING SITE PHOTOS 10/10/2025 FCD AD6.03 EXISTING SITE PHOTOS SITE PLAN 9/16/2025 FCD A1.01 SITE PLAN FLOOR PLANS 9/16/2025 FCD A2.01 FLOOR PLAN LEVEL 01 - OVERALL 9/16/2025 FCD A2.02 FLOOR PLAN LEVEL 02 - OVERALL ROOF PLANS 10/10/2025 FCD A4.01 ROOF PLAN - OVERALL EXTERIOR ELEVATIONS 10/10/2025 FCD A5.01 FCD EXTERIOR ELEVATIONS - AREA A (ADMIN/MEDIA) 10/10/2025 FCD A5.02 EXTERIOR ELEVATIONS - AREA B (CAFETERIA) 10/10/2025 FCD A5.03 EXTERIOR ELEVATIONS - AREA C (COMPUTER) 10/10/2025 FCD A5.04 EXTERIOR ELEVATIONS - AREA D (ART/MUSIC) 10/10/2025 FCD A5.05 EXTERIOR ELEVATIONS - AREA E (CLASSROOMS 5-6) 10/10/2025 FCD A5.06 EXTERIOR ELEVATIONS - AREA F (CLASSROOMS 1-4) 10/10/2025 FCD A5.07 EXTERIOR ELEVATIONS - AREA G (BATH/STORAGE) 10/10/2025 FCD A5.08 EXTERIOR ELEVATIONS - AREA H (CLASSROOMS PK) 10/10/2025 FCD A5.09 EXTERIOR ELEVATIONS - AREA J (GYMNASIUM) 10/10/2025 FCD A5.10 EXTERIOR ELEVATIONS - AREA J (GYMNASIUM) 10/10/2025 FCD A5.30 3D RENDERINGS - EXTERIOR VIEWS 10/10/2025 FCD A5.31 3D RENDERINGS - EXTERIOR VIEWS 10/10/2025 FCD A5.32 3D RENDERINGS - EXTERIOR VIEWS REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com 11/10/2025 5:16:42 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN SURVEY (FOR REFERENCE) FCD V1.01 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 S S S W X X X X X x x x X GHUT X X X x x x x x x x x x x x x x x x x x x x x x x x x x DEMOLITION SITE PLAN LEGEND 1. THIS DRAWING IS ONLY TO ASSIST IN SHOWING THE SCOPE OF DEMOLITION WORK AND IT IS NOT INTENDED TO INDICATE ALL DEMOLITION. CONTRACTOR SHALL REMOVE ALL EXISTING ITEMS AS REQUIRED TO COMPLETE THE WORK. 2. NOT ALL ITEMS TO BE DEMOLISHED ARE SHOWN ON THE PLAN. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING A WALK THROUGH OF THE PROJECT TO IDENTIFY POSSIBLE CRITICAL ITEMS NOT OR INCORRECTLY ADDRESSED, WHICH REQUIRE REMOVAL/RELOCATION PRIOR TO SUBMITTING A BID TO THE OWNER. 3. CUT, REMOVE, PATCH, AND REFINISH EXISTING CONSTRUCTION AS REQUIRED TO LEAVE WORK COMPLETE AND IN SATISFACTORY CONDITION. 4. CONTRACTOR IS TO PROTECT ALL CONCEALED UTILITIES, ASSURE PROPER IDENTIFICATION OF ALL UTILITIES AND CAP AS REQUIRED. 5. DEMOLITION & REPAIR WORK MAY ENTAIL INTERVENTIONS IN AREAS OUTSIDE OF THE IMMEDIATE SCOPE OF WORK IN VARIOUS AREAS WITHIN THE SCOPE. IT MAY REQUIRE WORK INVOLVING REMOTE UTILITY LINES (ELECTRICAL, COMMUNICATIONS, DATA, ETC...). ANY WORK IN AREAS OUTSIDE OF THE IMMEDIATE SCOPE OF WORK SHALL BE ALL-INCLUSIVE, PROVIDING ALL UTILITIES, FINISHES AND EQUIPMENT REQUIRED TO RESTORE THE AREA TO FULLY OPERATIONAL CONDITIONS. 6. PATCH AND REPAIR ALL EXISTING SURFACES DAMAGED BY DEMOLITION AS REQUIRED, TO MATCH ADJACENT SURFACES. 7. FOR REMOVAL OF FIXTURES AND EQUIPMENT, REFER TO ARCHITECTURAL, CIVIL, ELECTRICAL, AND LANDSCAPE DRAWINGS AND SPECIFICATIONS. 8. COORDINATE WITH OWNER PRIOR TO DEMOLITION FOR ALL ITEMS WHICH WILL REQUIRE RELOCATION, STORAGE OR TURN OVER TO THE OWNER FOR ALL MATERIAL REMOVED FROM EXISTING CONSTRUCTION. 9. PLANS SHALL BE SUBMITTED BY THE CONTRACTOR PRIOR TO COMMENCING WORK FOR ALL PHASING, STAGING, CONSTRUCTION AREAS AND MAINTENANCE OF REQUIRED CLEARANCES FOR OPERATIONS, EXITING AND ACCESS AT THE EXISTING SITE IN ACCORDANCE WITH ALL APPLICABLE CODES. 10. PRIOR TO START OF WORK, CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS. CONFIRM ALL UTILITIES. SHOULD ANY PROBLEMS BE EVIDENT, NOTIFY THE OWNER AND ARCHITECT FOR DIRECTION. THE FIRE ALARM AND COVERAGE FOR THE SURROUNDING AREAS SHALL REMAIN IN OPERATION AT ALL TIMES. 11. DO NOT SCALE DRAWINGS. 12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO FIELD CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AND NOTIFY THE OWNER AND ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 13. ALL AREAS OF DEMOLITION OPERATIONS SHALL BE PROPERLY POSTED WITH SIGNS WARNING OF DANGER. SUFFICIENT WATCH PERSONS SHALL BE PROVIDED TO WARN WORKERS OF IMPENDING DANGERS, AND ALL UNAUTHORIZED PERSONS SHALL BE EXCLUDED FROM PLACES WHERE DEMOLITION IS IN PROGRESS. ALL TREES & STUMPS DESIGNATED FOR RELOCATION OR REMOVAL TO REMOVE ENTIRE ROOT STRUCTURE AND SHALL BE EXCAVATED AS REQUIRED. SEE LANDSCAPE DRAWINGS. 14. TREE STUMPS SHALL BE REMOVED TO THEIR FULL DEPTH. ROOTS 3 INCH AND LARGER SHALL BE REMOVED TO A DEPTH OF 2 FEET BELOW FINISHED GRADE. STUMPS SHALL BE LEGALLY DISPOSED OF OFF-SITE. 15. CONTRACTOR TO MAINTAIN SAFE INGRESS AND EGRESS TO THE SITE AT ALL TIMES. COORDINATE WITH OWNER FOR PHASING. 16. CONTRACTOR SHALL COORDINATE WITH OWNER FOR RELOCATION OF ANY EXISTING UTILITIES. REMOVE ALL FOUNDATIONS AND UNDERGROUND UTILITIES. CAP AND TERMINATE AS REQUIRED. 17. CONTRACTOR TO COORDINATE SURVEY, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION DRAWINGS FOR UTILITY CONNECTIONS, TRENCHING, AND REQUIRED DEMOLITION. COORDINATE WITH OWNER FOR ALL TIE-INS AND SYSTEMS CONNECTIONS. 18. CONTRACTOR TO COORDINATE AND PROVIDE MAINTENANCE OF TRAFFIC OPERATIONS PLAN (WITH ALL APPLICABLE MUNICIPAL APPROVALS) FOR ALL TEMPORARY SIDEWALK/ROADWAY/UTILITIES WORK TO MAINTAIN EGRESS AND ACCESS FOR THE SITE DURING CONSTRUCTION & COORDINATE REPLACEMENT OF TEMPORARY SIDEWALK PRIOR TO COMPLETION OF CONSTRUCTION. SEE CIVIL DRAWINGS. 19. PROPER SAFETY BARRICADES AND PROTECTION SHALL BE IN PLACE BEFORE DEMOLITION AND DURING CONSTRUCTION IN COMPLIANCE WITH LOCAL CODES AND 1926 OSHA CONSTRUCTION INDUSTRY REGULATIONS. TYPICAL ALL DEMO. 20. NEW WORK AND DEMOLITION OPERATIONS SHALL BE IN COMPLIANCE WITH APPLICABLE SECTIONS OF THE IFC AND IBC CHAPTER 33 FOR PROPER WASTE DISPOSAL OF CONSTRUCTION MATERIALS, HAZARDOUS MATERIAL HANDLING, MAINTENANCE OF MEANS OF EGRESS, PRESERVATION OF EXISTING FIRE PROTECTION SYSTEMS, ACCESS FOR EMERGENCY SERVICE VEHICLES AT ALL TIMES, UTILITY DISCONNECTIONS, FIRE PROTECTION AND DETECTION SYSTEM TEST AND RE- CERTIFICATION REQUIREMENTS WITH THE DEMOLITION OF THE PORTABLE BUILDINGS. 21. CCS SHALL BE NOTIFIED PRIOR TO DISCONNECT ANY EXISTING FIRE SUPPRESSION OR DETECTION SYSTEM. 22. WHEN ANY EXISTING FIRE PROTECTION OR DETECTION SYSTEM IS OUT OF SERVICE FOR MORE THAN 4 HOURS IN A 24-HOUR PERIOD, THE AHJ SHALL BE NOTIFIED, AND THE BUILDING EVACUATED OR AN APPROVED FIRE WATCH SHALL BE PROVIDED FOR ALL PARTIES LEFT UNPROTECTED BY THE SHUTDOWN UNTIL THE SYSTEM HAS BEEN RETURNED TO SERVICE. 23. A SAFETY PLAN SHALL BE PROVIDED BY THE CONTRACTOR WHICH CLEARLY DELINEATES AREAS FOR CONSTRUCTION, SAFETY BARRIERS, EXITS, CONSTRUCTION TRAFFIC DURING THE VARIOUS PHASES OF THE PROJECT AND WHEN CONDITIONS CHANGE. PROVIDE A DEMOLITION PLAN SHOWING PROTECTION OF EXIT PATH, FIRE ALARM DEVICES, AND FIRE SPRINKLERS DURING CONSTRUCTION. SITE DEMOLITION GENERAL NOTES EXISTING TREE TO REMAIN (SEE LANDSCAPE DWGS.) SITE DEMOLITION KEY NOTES PROJECT LIMIT PROPERTY LINE WORK TO BE DEMOLISHED (SEE NOTES) LANDSCAPE AREA NOT IN SCOPE OF WORK EXISTING TREE TO BE RELOCATED OR REMOVED (SEE LANDSCAPE DWGS.) 1 EXISTING GRADING TO BE MODIFIED; COORDINATE WITH CIVIL DRAWINGS. EXISTING GRADING TO BE MODIFIED AND SOIL PREPARED/IMPROVED BASED ON GEO-TECHNICAL REPORT TO RECEIVE NEW BUILDING PAD AND HARDSCAPED AREAS; COORDINATE WITH CIVIL DRAWINGS. EXISTING FENCING, CONTROL ACCESS SYSTEMS, & CONCRETE FOOTINGS/PIERS TO BE REMOVED AND REPLACE WITH NEW. REMOVE AND RELOCATED EXISTING FIRE HYDRANT; COORDINATE WITH CIVIL, ARCHITECTURAL, AND M/E/P/FP DRAWINGS. REMOVE EXISTING ASPHALT PAVING, SUB-BASE, AND CURB, AS REQUIRED; COORDINATE WITH CIVIL DRAWINGS. EXISTING GRADING TO BE MODIFIED AND PREPARED TO BE CONNECTED BACK TO EXISTING/PROPOSED GRADING AND SITE CONNECTIONS; COORDINATE WITH CIVIL DRAWINGS. PROTECT EXISTING UTILITIES AS REQUIRES; COORD. WITH CIVIL AND M/E/P/FP DRAWINGS. EXISTING MARQUEE AND ASSOCIATED UTILITIES TO BE REMOVED. EXISTING M/E/P/FP EQUIPMENT TO BE REMOVED. COORDINATE WITH CIVIL AND M/E/P/FP DRAWINGS. EXISTING COVERED WALKWAYS/CANOPY COLUMNS, & ASSOCIATED FOUNDATIONS TO BE REMOVED. REMOVE ALL UTILITIES AND CAP WITHIN 5' OF THE MAIN CONNECTION AT THE EDGE OF THE PROPERTY, TYP. REMOVE EXISTING SIDEWALK/ASPHALT/WOOD OR CONCRETE SLAB; COORDINATE WITH CIVIL AND STRUCTURAL DRAWINGS. EXISTING EXTERIOR PLAY AREA AND ASSOCIATED FOUNDATIONS TO BE REMOVED. REMOVE/RELOCATE TREE REFER TO LANDSCAPE TREE DISPOSITION PLAN. LANDSCAPE/PLANTER TO BE REMOVED, REFER TO LANDSCAPE TREE DISPOSITION PLAN. CONCRETE RETAINING WALL TO BE REMOVED, REFER TO CIVIL AND STRUCTURAL DRAWINGS EXISTING MASONRY BUILDING TO BE PARTIALLY DEMOLISHED (REFER TO DEMO ELEVATIONS), PREPARE FOR RENOVATION. EXISTING SLAB, RAMPS AND STAIRS, TO BE REMOVED. COORDINATE WITH CIVIL, STRUCTURAL, AND M/E/P/FP. SIGN/FLAG POLE & ASSOCIATED FOUNDATIONS TO BE REMOVED. EXISTING PORTABLES TO BE REMOVED, INCLUDING ALL RAMPS, STAIR, AND UTILITIES. COORDINATE WTH CIVIL, STRUCTURAL, AND M/E/P/FP. EXISITNG LOUVERS TO BE REMOVED, OPENING TO BE PREPARED FOR NEW FENESTRATION, TYPICAL. EXISTING DOOR, FRAME, AND HARDWARE TO BE REMOVED. REMOVE EXISTING BASKETBALL COURT. SITE CONCRETE/METAL BENCHES TO BE REMOVED. DEMOLISH EXISTING EXTERIOR WALL FINISH TO STRUCTURE. EXISTING STRUCTURAL ROOF FRAMING AND STRUCTURAL ROOF DECK TO REMAIN. EXISTING WINDOW OR DOOR TO BE REMOVED AND REPLACE WITH NEW. REMOVE EXISTING FLOORING FINISH. PATCH AND LEVEL SLAB FOR PREPARATION OF NEW FLOORING. EXISTING PLUMBING FIXTURES AND ALL ASSOCIATED PLUMBING TO BE REMOVED. EXISTING WALL AND ASSOCIATED WALL FINISH TO BE REMOVED. COORDINATE WITH STRUCTURE. ALL EXISTING KITCHEN EQUIPMENT TO BE REMOVED. ALL EXISTING GUTTERS AND DOWNSPOUTS TO BE REMOVED AND REPLACED WITH NEW, TYP. EXISTING SLOPED ROOF (ROOF SYSTEM AND FASCIA TO BE REMOVED - ROOF STRUCTURE REMAIN) TYP. EXISTING FLAT ROOF (ROOF SYSTEM TO BE REMOVED - ROOF STRUCTURE REMAIN) TYP. EXISTING UTILITY TO BE REMOVED. EXISTING LIFT TO BE REMOVED AND REPLACE WITH NEW ELEVATOR. EXISTING MECHANICAL EQUIPMENT TO BE REMOVED - COORDINATE WITH M/E/P DRAWINGS FOR CHILLED WATER SYSTEM REPLACEMENT. EXISTING BURIED BOX CULVERT TO BE RELOCATED. REFER TO CIVIL PLANS AND SURVEY. EXISTING PAVED SWALE TO REMAIN. REFER TO CIVIL PLANS AND SURVEY. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 DEMOLITION KEYNOTES 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 FINISH FLOOR= 228.6 EXISTING 2- STORY BUILDING F FINISH FLOOR= 228.8 EXISTING 2- STORY BUILDING E FINISH FLOOR= 225.8 EXISTING 1- STORY BUILDING D FINISH FLOOR= 215.8 EXISTING 1- STORY BUILDING B FINISH FLOOR= 215.8 EXISTING 1- STORY BUILDING A FINISH FLOOR= 220.9 EXISTING 1- STORY BUILDING C FINISH FLOOR= 208.5 EXISTING 2- STORY BUILDING H FINISH FLOOR= 223.4 EXISTING 1- STORY BUILDING G 17 17 17 17 17 17 17 17 1 1 3 1 14 14 14 14 14 14 14 4 2 5 5 12 12 5 12 13 15 15 15 16 16 MANDAL ROAD WINBERG ROAD 20 20 20 20 20 20 20 20 EXISTING 1- STORY BUILDING I 14 14 14 14 14 14 1 15 15 1 18 18 18 5 5 5 5 5 18 23 3 3 3 15 15 18 24 24 24 24 24 18 18 35 5 5 36 MATCHLINE - / 1 A2.15 MATCHLINE - / 1 A2.16 MATCHLINE - / 1 A2.14 MATCHLINE - / 1 A2.13 MATCHLINE - / 1 A2.11 MATCHLINE - / 1 A2.13 MATCHLINE - / 1 A2.10 38 38 39 39 MATCHLINE - / 1 A2.12 MATCHLINE - / 1 A2.17 MATCHLINE - / 1 A2.16 MATCHLINE - / 1 A2.18 MATCHLINE - / 1 A2.11 MATCHLINE - / 1 A2.11 MATCHLINE - / 1 A2.10 MATCHLINE - / 1 A2.10 MATCHLINE - / 1 A2.17 MATCHLINE - / 1 A2.14 MATCHLINE - / 1 A2.15 EXISTING BOX CULVERT. REFER TO CIVIL PLANS AND SURVEY EXISTING BOX CULVERT. REFER TO CIVIL PLANS AND SURVEY EXISTING BOX CULVERT. REFER TO CIVIL PLANS AND SURVEY EXISTING BOX CULVERT. REFER TO CIVIL PLANS AND SURVEY EXISTING BOX CULVERT. REFER TO CIVIL PLANS AND SURVEY EXISTING BOX CULVERT. REFER TO CIVIL PLANS AND SURVEY RETAINING WALL RETAINING WALL RETAINING WALL REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 NORTH KEY PLAN 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan J B A H G F C D E K 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com 11/10/2025 5:16:39 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN DEMOLITION SITE PLAN FCD AD1.01 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION N Scale: 1" = 30'-0" FCD AD1.01 1 DEMOLITION SITE PLAN. Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 PRE-APP CONCEPT DRAWINGS OCTOBER 2025 REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com 11/10/2025 5:16:40 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN EXISTING SITE PHOTOS FCD AD6.01 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION Scale: 1 1/2" = 1'-0" FCD AD6.01 1 EXISTING SITE PHOTO TOP VIEW. Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com 11/10/2025 5:16:41 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN EXISTING SITE PHOTOS FCD AD6.02 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION Scale: 1 1/2" = 1'-0" FCD AD6.02 1 EXISTING SITE PHOTO FACING NORTHEAST. Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com 11/10/2025 5:16:41 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN EXISTING SITE PHOTOS FCD AD6.03 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION Scale: 1 1/2" = 1'-0" FCD AD6.03 1 EXISTING SITE PHOTO FACING SOUTH. Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 X X X X x x x x x x x x x UP UP UP UP UP UP NEW ASPHALT STAFF AND VISITOR PARKING SPACES REFER TO CIVIL DWGS 51 SPACES LANDSCAPE BED. CAST-IN-PLACE CONC.TERRACED SEATING. PAVED DRIVEWAY, RE: CIVIL CONC. WALKWAY, RE: CIVIL. CONCRETE SIDEWALK. VEHICULAR SWING GATE ACCESIBLE RAMP ( 1" PER FT. MIN SLOPE) TYP. EXISTING 1- STORY BUILDING EXISTING 1- STORY BUILDING EXISTING 1- STORY BUILDING EXISTING 1- STORY BUILDING EXISTING 1- STORY BUILDING EXISTING 1- STORY BUILDING EXISTING 1- STORY BUILDING EXISTING 1- STORY BUILDING EXISTING 1- STORY BUILDING EXISTING 1- STORY BUILDING EXISTING 1- STORY BUILDING EXISTING 1- STORY BUILDING EXISTING 1- STORY BUILDING RETAINING WALLS RETAINING WALL RETAINING WALL MAIN ENTRANCE LANDSCAPE BED. LANDSCAPE BED. LANDSCAPE BED. LANDSCAPE BED. ALUMINUM CANOPY ABOVE SPECIALTY STAMPED & COLORED CONC. ALUMINUM CANOPY PLAYGROUND WITH CUSHIONED P.I.P. RUBBER SURFACING. PLAYGROUND WITH CUSHIONED P.I.P. RUBBER SURFACING. PLAYGROUND WITH CUSHIONED P.I.P. RUBBER SURFACING. PAVED DRIVEWAY, RE: CIVIL PAVED DRIVEWAY, RE: CIVIL PAVED DRIVEWAY, RE: CIVIL PROPERTY LINE MANDAL RD. BALI HAI RD. ALUMINUM CANOPY FINISH FLOOR= 220.9' FINISH FLOOR= 220.9' EXISTING 1- STORY BUILDING C BUILDING C FINISH FLOOR= 215.8' FINISH FLOOR= 215.8' EXISTING 1- STORY BUILDING B BUILDING B EXISTING 1- STORY BUILDING K BUILDING K FINISH FLOOR= 215.8' FINISH FLOOR= 215.8' EXISTING 1- STORY BUILDING A BUILDING A FINISH FLOOR= -208.5' FINISH FLOOR= -208.5' EXISTING 2- STORY BUILDING H BUILDING H FINISH FLOOR= 223.4' FINISH FLOOR= 223.4' EXISTING 1- STORY BUILDING G BUILDING G FINISH FLOOR= 228.6' FINISH FLOOR= 228.6' EXISTING 2- STORY BUILDING F BUILDING F FINISH FLOOR= 228.8' FINISH FLOOR= 228.8' EXISTING 2- STORY BUILDING E BUILDING E FINISH FLOOR= 225.8' FINISH FLOOR= 225.8' EXISTING 1- STORY BUILDING D BUILDING D FINISH FLOOR= 212.0' FINISH FLOOR= 212.0' PROPOSED 1- STORY GYMNASIUM BUILDING J BUILDING J REDIRECTED PORTION OF BOX CULVERT. REFER TO CIVIL PLANS AND SURVEY REDIRECTED PORTION OF BOX CULVERT. REFER TO CIVIL PLANS AND SURVEY REDIRECTED PORTION OF BOX CULVERT. REFER TO CIVIL PLANS AND SURVEY WASTE WATER TANK WASTE WATER TANK WATER TREATMENT PLANT REDIRECTED PORTION OF BOX CULVERT. REFER TO CIVIL PLANS AND SURVEY EXISTING PORTION OF BOX CULVERT. REFER TO CIVIL PLANS AND SURVEY PROPOSED 1- STORY BUILDING K BUILDING K PROPERTY LINE FLUSH DROP-AREA WITH DETECTABLE WARNING DROP-OFF AREA 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. ALL SITE ADAPTATION WORK REQUIRED TO CONSTRUCT BUILDINGS SHALL BE IN ACCORDANCE WITH THE FOLLOWING CODES OF RECORD: IBC LATEST EDITION. IFC LATEST EDITION. CONTRACTOR SHALL CLEAR AND PREPARE THE SITE TO RECEIVE NEW BUILDING AND WALKWAY PAD. FILL SHALL BE COMPACTED TO PER PROVIDED GEO-TECHNICAL REPORT. GENERAL CONTRACTOR SHALL SUBMIT TO OWNER GEOTECHNICAL REPORTS CONFIRMING THE REQUIRED COMPACTION PRIOR TO CONSTRUCTION OF BUILDING. CONTRACTOR SHALL PREPARE THE SITE TO RECEIVE NEW FOUNDATIONS AS REQUIRED BY THE GEOTECHNICAL REPORT. BUILDING SHALL BE ACCESSIBLE. ALL COVERED WALKWAYS, RAMPS, AND STAIRS LEADING TO THE BUILDINGS SHALL BE IN COMPLIANCE WITH INTERNATIONAL ACCESSIBILITY CODE. THERE SHALL BE NO CHANGES IN WALKWAY ELEVATION GREATER THAN 1/4". CONTRACTOR SHALL REROUTE AND REPAIR ANY IRRIGATION IN CONFLICT WITH PROPOSED SCOPE OF WORK. CONTRACTOR SHALL REGRADE AND RESOD ALL AREAS AFFECTED BY NEW WORK. THIS ARCHITECTURAL SITE PLAN. GENERAL CONTRACTOR SHALL PROVIDE 6 FT. CHAIN LINK CONSTRUCTION FENCE (WITH SCREEN) AS REQUIRED CONTROL AND SEPARATE PEDESTRIAN AND VEHICULAR TRAFFIC FROM CONSTRUCTION ACTIVITIES. EXACT LOCATION AND CONFIGURATION SHALL BE COORDINATED WITH OWNER'S REPRESENTATIVE AT PRECONSTRUCTION MEETINGS. FOR EXISTING SITE CONDITIONS AND IMPROVEMENTS REFERENCE ATTACHED SITE SURVEY. GENERAL CONTRACTOR SHALL COORDINATE AND SUBMIT SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR ALL SPECIALTY ITEMS TO BE APPROVED BY DESIGN ENGINEER/ARCHITECT OF RECORD FOR DESIGN INTENT AS PER CHIEF PLANS EXAMINER AND BUILDING OFFICIAL AND IBC 104.2.2.2. SPECIALTY ENGINEERING ITEMS INCLUDE BUT ARE NOT LIMITED TO: ALUMINUM CANOPIES, FENCING. PRE-ENGINEERED ALUMINUM COVERED WALKWAY AND/OR TRELLIS (SYSTEM) SHALL BE INTERNAL DRAINING BEAM TYPE AND CONNECTED TO STORM DRAINAGE LINES BELOW GRADE, SEE CIVIL DRAWINGS. COLUMN SPACING & FOUNDATION REQUIREMENTS SHALL BE PROVIDED BY COVERED WALKWAY MANUFACTURER. CONTRACTOR SHALL SUBMIT SPECIALTY ENGINEERED SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED (WHICH USE ASCE CURRENT AS CRITERIUM FOR LOADS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL BE FAMILIAR WITH AND BE RESPONSIBLE FOR ADHERENCE TO ALL GOVERNING REGULATIONS. DURING THE ENTIRE CONSTRUCTION PERIOD, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CONDITIONS AT THE JOB SITE SO AS TO MEET IN ALL RESPECTS THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA). THIS PROVISION SHALL COVER THE CONTRACTOR'S EMPLOYEES AND ALL OTHER PERSONS WORKING UPON OR VISITING THE SITE. TO THIS END, THE CONTRACTOR SHALL INFORM HIMSELF AND HIS REPRESENTATIVES OF OSHA STANDARDS. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS FOR EXACT EXTENT OF DEMOLITION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING W/ WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CONFLICTS THAT MAY HAVE BEEN AVOIDED THEREBY. CONTRACTOR IS TO REFER TO CIVIL, LANDSCAPE, STRUCTURE, MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS FOR FULL EXTENT OF WORK. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER SO THAT THE OWNER'S ACTIVITIES ARE NOT INTERRUPTED. IF ANY ACTIVITY IS TO BE INTERRUPTED, I.E. NORMAL WORKING CONDITIONS, TELEPHONE, ELECTRICITY,WATER OR ANY OTHER UTILITY NOT MENTIONED, CONTRACTOR IS TO OBTAIN WRITTEN PERMISSION FROM THE OWNER AUTHORIZING SUCH INTERRUPTION. ITEMS TO BE REMOVED IN DEMOLITION AREAS ARE TO BE VERIFIED BY FIELD INSPECTION. IT IS THE INTENT TO REMOVE EXISTING FEATURES AS REQUIRED TO PREPARE THE AREA FOR CONSTRUCTION. IF A FEATURE OF REMOVED IS NOT SHOWN IT DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF REMOVING SUCH A FEATURE OR ENTITLE HIM TO AN EXTRA FEE FOR THE REMOVAL OF SUCH FEATURE. REPAIR ALL PAVED AND WALK SURFACES DAMAGED BY CONSTRUCTION TO LIKE NEW WITH MATERIAL TO MATCH ADJACENT. FOR ALL GRADING OF SITE SEE CIVIL AND LANDSCAPE DRAWINGS. ALL WIRE FABRIC MESH TO BE NO. 9 GAUGE 2" MESH. ALL CHAINLINK FENCE MATERIAL TO BE ALLIED SS40 OR EQUAL CONFORMING TO CLFMI SPECIFICATIONS. ALL FENCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITHALL APPLICABLE CODES INCLUDING CURRENT EDITION OF IBC. MINIMUM WIND SPEED OF 140 +40 MILES PER HOUR AND IMPORTANCE FACTOR OF 1.0 BE USED IN DESIGN. ALL SITE LIGHTING POLES ARE TO BE PROVIDED WITH DATA CONDUIT (1" MIN.) RUN TO SERVE ALL FUTURE SECURITY NEEDS. CONDUIT TO BE FED BACK TO MAIN SECURITY PANEL LOCATION (MDF ROOM). ALL SITE LIGHTING POLES TO BE PROVIDED WITH ADDITIONAL CONVENIENCE EXTERIOR GRADE COVERED DUPLEX OUTLET MOUNTED AT BASE. ALL PROPOSED STRUCTURES WHICH INCLUDE SITE LIGHTING POLES, FENCES, WALLS,ETC. MUST COMPLY WITH THE FOLLOWING; IBC 1620.2, IBC 1612.2.1, IBC 1621.1 (ASCE 7) & IBC 1621.2 (ASCE 7). CONTRACTOR TO PROVIDE TERMITE PROTECTION AS REQUIRED BY THE PROVISIONS FOUND IN THE IBC (MOST NOTABLY SECTION 104.2.6 -104.2.7, 1403.1.6, 1816.1-1816.2 AND 2116) SPECIFICATION SECTION 02280 SOIL TREATMENT. PROVIDE GALVANIZED PIPE GROUTED FULL & PAINTED FOR ALL EXTERIOR BOLLARD LOCATIONS. CONTRACTOR TO COORDINATE BASE BOLLARD DIAMETER, REINFORCING HEIGHT AND INSTALLATION AS REQUIRED FOR BOLLARD COVERFINISH TO BE FROM STANDARD COLOR SELECTION AS SELECTED BY ARCHITECT AND OWNER. SITE PLAN NOTES SITE PLAN NOTES SITE PLAN LEGEND SITE PLAN LEGEND EXISTING STRUCTURE NEW STRUCTURE PROPERTY LINE LANDSCAPE AREA REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan 100 Biscayne Blvd., 27th Floor 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 Miami. Florida 33132 t 305 .372 . 5222 t 305 .372 . 5222 e info@zyscovich.com e info@zyscovich.com w www.zyscovich.com w www.zyscovich.com 11/14/2025 2:24:11 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN SITE PLAN FCD A1.01 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION Scale: 1" = 30'-0" FCD A1.01 1 SITE PLAN . N Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 x x x x x x UP UP DN UP UP GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. ALL INTERIOR CMU WALLS SHALL BE 8 INCHES NOMINAL THICKNESS, UNLESS NOTED OTHERWISE. PARTITION TYPES SHALL BE DESIGNATED ON FLOOR PLANS THUS: SEE SHEET A8.1 FOR TYPES. ALL INTERIOR PARTITIONS ARE TYPE SA.6.30 UNLESS NOTED OTHERWISE. ALL MASONRY WALLS AND INTERIOR STUD WALLS SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE UNLESS NOTED OTHERWISE, PER PARTITION TYPE. PROVISIONS SHALL BE MADE AT ALL FULL HEIGHT NON-BEARING WALLS FOR 1-INCH VERTICAL MOVEMENT OF THE BUILDING STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO WALL. FILL IRREGULARITIES BETWEEN TOP OF WALL AND DECK ABOVE WITH MINERAL WOOL INSULATION OR FIRE STOPPING MATERIALS AS REQUIRED TO MEET FIRE RATING OF RESPECTIVE WALLS. SEE DETAILS ON SHEET XX.X. SEE STRUCTURAL DRAWINGS FOR BRACING OF NON-LOAD BEARING MASONRY WALLS. FURNISH AND INSTALL FIRE-TREATED WOOD BLOCKING OR METAL BACKING PLATE IN METAL STUD PARTITIONS FOR THE PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS; I.E. TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, TACK BOARDS, DOOR STOPS, AUDIO VISUAL BRACKETS, AND OTHER WALL ATTACHED ITEMS. GYPSUM BOARD SURFACES SHALL BE ISOLATED WITH CONTROL JOINTS WHERE SHOWN ON DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. MASONRY CONTROL JOINTS (CJ) AND CONTROL JOINTS ABOVE (CJA) SHALL BE LOCATED AS SHOWN ON THE FLOOR PLAN AND BUILDING ELEVATIONS, AND WHERE LARGE PLUMBING VENTS OR RISERS OCCUR IN SINGLE WYTHE MASONRY WALLS, AND WHERE MASONRY WALLS BEARING ON THE CONCRETE FLOOR SLAB ABUT MASONRY WALLS BEARING ON CONCRETE FOOTINGS OR AS INDICATED ON DRAWINGS. "MBD" AND "TBD" INDICATE MARKER BOARDS AND TACK BOARDS ON PLANS. THE LENGTH PRECEDES THE DESIGNATION (EXAMPLE 16' MBD). ALL BOARDS ARE 4'-0" TALL. SEE WALL ELEVATIONS OR SPECIFICATIONS FOR MOUNTING HEIGHT. EXTEND FURRING CHANNELS AND GYPSUM BOARD UP 4 INCHES ABOVE FINISHED CEILING ON CMU WALLS. SCRIBE GYPSUM WALL BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF DECK ABOVE. SEAL TIGHTLY AROUND ALL PENETRATIONS. PROVIDE SEISMIC BRACING FOR SUSPENDED CEILINGS OR AS SHOWN ON THE DRAWINGS. INFILL OPENINGS IN EXSITING CMU WITH MATCHING CMU PRIMARY STRUCTURAL FRAME, LOAD BEARING INTERIOR AND EXTERIOR WALLS, AND FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY STRUCTURAL MEMBERS TO BE 2 HOUR RATED. ROOF CONTRUCTION AND ASSOCIATED SECONDARY STRUCTURAL MEMBERS TO BE 1 HOUR RATED. XX. X. XX 144 SF STAGE STORAGE 37 SF TLT 85 SF LOCKER 47 SF TLT 84 SF LOCKER 51 SF JANITOR 119 SF VESTIBULE 157 SF DISHWASH 59 SF DISH DROP 2300 SF CAFETERIA DINING 638 SF STAGE 167 SF BOY'S TLT 164 SF GIRL'S TLT 369 SF SERVICE LINE 894 SF KITCHEN 79 SF FREEZER 77 SF COOLER 71 SF OFFICE 266 SF DRY STORAGE 10 SF ELEC 180 SF ELEC 144 SF MECH 1503 SF BAND/ORCHESTRA 1137 SF GENERAL MUSIC 208 SF ART STORAGE/ KILN 209 SF MUSIC STORAGE 1645 SF ART/ CULTURE 888 SF CLASSROOM 4TH GRADE 889 SF CLASSROOM 3RD GRADE 888 SF CLASSROOM 2ND GRADE 784 SF CLASSROOM 1ST GRADE 585 SF TEACHER PLANNING 489 SF STOR. 492 SF EXTRA 187 SF TLT 92 SF ELEVATOR VESTIBULE 31 SF JC 27 SF MECH 195 SF GIRL'S TLT 18 SF JC 184 SF STAIRS 189 SF BOY'S TLT 19 SF JC 182 SF GIRL'S TLT 924 SF CLASSROOM 5TH GRADE 1178 SF COLLABORATION REDIRECTED PORTION OF BOX CULVERT. REFER TO CIVIL PLANS AND SURVEY REDIRECTED PORTION OF BOX CULVERT. REFER TO CIVIL PLANS AND SURVEY MATCHLINE - / 1 A2.15 MATCHLINE - / 1 A2.16 MATCHLINE - / 1 A2.14 MATCHLINE - / 1 A2.13 MATCHLINE - / 1 A2.11 MATCHLINE - / 1 A2.13 MATCHLINE - / 1 A2.10 MATCHLINE - / 1 A2.12 MATCHLINE - / 1 A2.15 MATCHLINE - / 1 A2.14 MATCHLINE - / 1 A2.17 MATCHLINE - / 1 A2.16 MATCHLINE - / 1 A2.18 MATCHLINE - / 1 A2.11 MATCHLINE - / 1 A2.11 MATCHLINE - / 1 A2.10 MATCHLINE - / 1 A2.10 MATCHLINE - / 1 A2.17 957 SF CLASSROOM PK 983 SF CLASSROOM PK 919 SF PK MULTIPURPOSE 324 SF TEACHER PLANNING 70 SF IT / AV 952 SF CLASSROOM 6TH GRADE REDIRECTED PORTION OF BOX CULVERT. REFER TO CIVIL PLANS AND SURVEY EXISTING PORTION OF BOX CULVERT. REFER TO CIVIL PLANS AND SURVEY 176 SF TRASH 259 SF GAS 281 SF TRANSFORMERS 427 SF BATTERY 180 SF PUMP ROOM 2056 SF CHILLER YARD WASTE WATER TANK WASTE WATER TANK 2506 SF MEDIA CENTER 48 SF TLT 46 SF TLT 50 SF TLT 51 SF TLT 51 SF TLT 51 SF TLT STOR. 41SF 32 SF IDF 90 SF STOR. 1524 SF MEDIA CENTER 57 SF TLT 330 SF STORAGE 97 SF NETWORK SERVER 908 SF CORRIDOR 137 SF OFFICE 183 SF STAIR 180 SF WORKROOM 94 SF VESTIBULE 47 SF VESTIBULE 250 SF ADA LIFT AND STAIRS 1877 SF WATER TREATMENT PLANT 117 SF FIRE PUMP 90 SF IDF 676 SF MECHANICAL 117 SF ELEC. 840 SF CLASSROOM 7388 SF GYM 1012 SF BLEACHERS 93 SF P.E. OFFICE 240 SF STORAGE 182 SF GIRL'S TLT 165 SF BOY'S TLT 30 SF JANITOR 108 SF EMERG. ELEC 90 SF FAMILY TLT 697 SF CORRIDOR 93 SF STORAGE 47 SF TLT 149 SF MDF 57 SF SRO 279 SF RECEPTION OFFICE 106 SF STORAGE 344 SF CONFERENCE ROOM 39 SF TLT 243 SF PRINCIPAL 206 SF ASST. PRINCIPAL 137 SF COUNSELOR'S OFFICE 28 SF STORAGE 132 SF COUNSELOR RECEPTION 47 SF TARDY 92 SF COUNSELOR'S OFFICE 126 SF RECORDS 131 SF EXAM ROOM 40 SF SUPPLY 65 SF OFFICE 158 SF INFIRMARY 271 SF STAFF WORK/MAIL 279 SF SECRETARY/ BOOKKEEPER 281 SF FACULTY LOUNGE 144 SF PARENT CENTER 20 SF JC 48 SF TLT 76 SF TLT 245 SF MAIN LOBBY 6.27° 69 SF VESTIBULE STOR. 100SF EL: + 7' - 3 1/2" EL: + 7' - 3 1/2" 8'-6" 27'-4" 23'-9" 4'-0" 56 SF TLT REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 NORTH KEY PLAN 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan J B A H G F C D E K 100 Biscayne Blvd., 27th Floor 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 Miami. Florida 33132 t 305 .372 . 5222 t 305 .372 . 5222 e info@zyscovich.com e info@zyscovich.com w www.zyscovich.com w www.zyscovich.com 11/14/2025 2:24:28 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN FLOOR PLAN LEVEL 01 - OVERALL FCD A2.01 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION N Scale: 1" = 20'-0" FCD A2.01 2 OVERALL FLOOR PLAN - LEVEL 01 . Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. ALL INTERIOR CMU WALLS SHALL BE 8 INCHES NOMINAL THICKNESS, UNLESS NOTED OTHERWISE. PARTITION TYPES SHALL BE DESIGNATED ON FLOOR PLANS THUS: SEE SHEET A8.1 FOR TYPES. ALL INTERIOR PARTITIONS ARE TYPE SA.6.30 UNLESS NOTED OTHERWISE. ALL MASONRY WALLS AND INTERIOR STUD WALLS SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE UNLESS NOTED OTHERWISE, PER PARTITION TYPE. PROVISIONS SHALL BE MADE AT ALL FULL HEIGHT NON-BEARING WALLS FOR 1-INCH VERTICAL MOVEMENT OF THE BUILDING STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO WALL. FILL IRREGULARITIES BETWEEN TOP OF WALL AND DECK ABOVE WITH MINERAL WOOL INSULATION OR FIRE STOPPING MATERIALS AS REQUIRED TO MEET FIRE RATING OF RESPECTIVE WALLS. SEE DETAILS ON SHEET XX.X. SEE STRUCTURAL DRAWINGS FOR BRACING OF NON-LOAD BEARING MASONRY WALLS. FURNISH AND INSTALL FIRE-TREATED WOOD BLOCKING OR METAL BACKING PLATE IN METAL STUD PARTITIONS FOR THE PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS; I.E. TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, TACK BOARDS, DOOR STOPS, AUDIO VISUAL BRACKETS, AND OTHER WALL ATTACHED ITEMS. GYPSUM BOARD SURFACES SHALL BE ISOLATED WITH CONTROL JOINTS WHERE SHOWN ON DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. MASONRY CONTROL JOINTS (CJ) AND CONTROL JOINTS ABOVE (CJA) SHALL BE LOCATED AS SHOWN ON THE FLOOR PLAN AND BUILDING ELEVATIONS, AND WHERE LARGE PLUMBING VENTS OR RISERS OCCUR IN SINGLE WYTHE MASONRY WALLS, AND WHERE MASONRY WALLS BEARING ON THE CONCRETE FLOOR SLAB ABUT MASONRY WALLS BEARING ON CONCRETE FOOTINGS OR AS INDICATED ON DRAWINGS. "MBD" AND "TBD" INDICATE MARKER BOARDS AND TACK BOARDS ON PLANS. THE LENGTH PRECEDES THE DESIGNATION (EXAMPLE 16' MBD). ALL BOARDS ARE 4'-0" TALL. SEE WALL ELEVATIONS OR SPECIFICATIONS FOR MOUNTING HEIGHT. EXTEND FURRING CHANNELS AND GYPSUM BOARD UP 4 INCHES ABOVE FINISHED CEILING ON CMU WALLS. SCRIBE GYPSUM WALL BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF DECK ABOVE. SEAL TIGHTLY AROUND ALL PENETRATIONS. PROVIDE SEISMIC BRACING FOR SUSPENDED CEILINGS OR AS SHOWN ON THE DRAWINGS. INFILL OPENINGS IN EXSITING CMU WITH MATCHING CMU PRIMARY STRUCTURAL FRAME, LOAD BEARING INTERIOR AND EXTERIOR WALLS, AND FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY STRUCTURAL MEMBERS TO BE 2 HOUR RATED. ROOF CONTRUCTION AND ASSOCIATED SECONDARY STRUCTURAL MEMBERS TO BE 1 HOUR RATED. XX. X. XX 184 SF STAIRS 385 SF TEACHER PLANNING 924 SF CLASSROOM K 993 SF COLLABORATION SPACE 911 SF CLASSROOM K OPEN TO BELOW 189 SF BOY'S TLT 179 SF GIRL'S TLT 1152 SF SCIENCE LAB 185 SF STORAGE 185 SF LAB SUPPORT 185 SF SMALL GROUP 185 SF DISTANCE 1143 SF COLLABORATION 858 SF ST-2 867 SF ST-1 866 SF TEACHER PLANNING 1084 SF STUDIO (SPED) 375 SF STORAGE 24 SF MECH 29 SF JC 267 SF ELECT / IT ROOM 105 SF VESTIBULE 52 SF TLT 52 SF TLT 52 SF TLT 51 SF TLT REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 NORTH KEY PLAN 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan J B A H G F C D E K 100 Biscayne Blvd., 27th Floor 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 Miami. Florida 33132 t 305 .372 . 5222 t 305 .372 . 5222 e info@zyscovich.com e info@zyscovich.com w www.zyscovich.com w www.zyscovich.com 11/14/2025 2:24:31 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN FLOOR PLAN LEVEL 02 - OVERALL FCD A2.02 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION N Scale: 1" = 20'-0" FCD A2.02 1 OVERALL FLOOR PLAN - LEVEL 02 . Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 x x x x x UP DN UP DN UP ROOF STORM DRAINAGE CALCULATIONS ROOF STORM DRAINAGE CALCULATIONS ROOF AREA HORIZ. PROJ. AREA (H) TOTAL AREA (H+V)=T ZONES REQUIRED FLOW RATE IN GALLONS PER MINUTE A1 A1 9,396 SF 473 SF 9,869 SF VERT. PROJ. AREA /2 (V) (T X 0.0104 X 5) 514 GMP PROVIDED FLOW RATE IN GALLONS PER MINUTE (DRAINS) (# DRAINS x GMP) PROVIDED PRIMARY DRAINAGE PROVIDED SECONDARY EMERGENCY DRAINAGE PIPE DIAMTER SIZE (INCHES) 3" STORM DRAIN PIPE SIZING (SUMMARY FROM IPC CH. 1106.2) CAPACITY (GPM) / VERTICAL DRAIN 87 GPM 4" 180 GPM 5" 311 GPM 6" 538 GPM 8" 1,260 GPM PROVIDED VERTICAL STORM DRAINAGE STACK PROVIDED FLOW RATE IN GALLONS PER MINUTE (STACK) (# STACKS x GMP) - (7)- 4" LEADERS 1. 2. 3. 4. 5. CALCULATIONS BASED ON IBC PLUMBING TABLE 1106.2 & FIGURE 1106.1 RAIN WATER CALCULATIONS BASED ON A 5" PER HOUR RATE OF RAINFALL, CODE ONLY REQUIRES 4.5" PER IBC FIGURE 1106.1 REQUIRED ROOF DRAINAGE IN GALLONS PER MINUTE = ( 0.0104) X (RAINFALL RATE) X (ROOF AREA) RAINFALL RATE IS EXPRESSED IN INCHES PER HOUR. / ROOF AREA IS GIVEN IN SQUARE FEET. PER IBC-P 1106.5 PARAPET WALL SCUPPER OPENINGS SHALL BE NOT LESS THAN 4 INCHES IN HEIGHT AND HAVE A WIDTH THAT IS EQUAL TO OR GREATER THAN THE CIRCUMFERENCE OF A ROOF DRAIN SIZED FOR THE SAME ROOF AREA. GENERAL NOTES - ROOF CALCULATIONS - - A2 A2 2,953 SF 598 SF 3,551 SF 184 GMP 1,076 GPM - (2)- 6" LEADERS (4)- 16" WIDE X 5" HIGH SCUPPERS - A3 A3 2,858 SF 150 SF 3,008 SF 157 GMP - - A4 A4 2,626 SF 140 SF 2,766 SF 144 GMP - - A5 A5 3,731 SF 598 SF 4,329 SF 225 GMP (2)- 6" INT. DRAINS (1) 8" VERTICAL STACK B1 B1 838 SF 282 SF 1,120 SF 58 GMP B2 B2 8,953 SF 1,848 SF 10,801 SF 562 GMP - - B3 B3 4,763 SF 330 SF 5,093 SF 265 GMP 360 GPM - - C1 C1 5,537 SF 0 SF 5,537 SF 288 GMP 331 GPM - RAIN CATCHEMENT STRUCTURE W/ CHAIN 102 SF 40 SF 142 SF 8 GMP 538 GPM - (1)- 6" LEADERS - 3,802 SF 412 SF 4,214 SF 220 GMP 2,160 GPM - (12)- 4" LEADERS - D1 D1 E1 E1 LEADERS / DRAINS PRIMARY SCUPPERS (2)- 20" WIDE X 5" HIGH SCUPPERS - 1,076 GPM (2)- 6" LEADERS (4)- 16" WIDE X 5" HIGH SCUPPERS (2)- 20" WIDE X 5" HIGH SCUPPERS 1,076 GPM (2)- 6" LEADERS (4)- 16" WIDE X 5" HIGH SCUPPERS (2)- 20" WIDE X 5" HIGH SCUPPERS GUTTERS (7)- 4.5"W X 10"D (1/4" SLOPE) GUTTERS GUTTER DIM 4.5" W x 6" D (1/4" SLOPE) STORM DRAIN GUTTER SIZING (SUMMARY FROM IPC CH. 1106.6) CAPACITY (GPM) / VERTICAL DRAIN 348 GPM 5" W x 8" D (1/4" SLOPE) 651 GPM 4" W x 10" D (1/2" SLOPE) 1,055 GPM 1,076 GPM (2)- 6" EMERGENCY INT. DRAINS - - 1,117 GPM (1)- 6" INT. DRAINS 1,076 GPM - 1,117 GPM (1) 8" VERTICAL STACK (1)- 6" EMERGENCY INT. DRAINS - 2,152 GPM (4)- 6" LEADERS (4)- 20" WIDE X 5" HIGH SCUPPERS - - - - (8)- 16" WIDE X 5" HIGH SCUPPERS (1)- 20" WIDE X 5" HIGH SCUPPERS (2)- 4" LEADERS (2)- 4.5"W X 10"D (1/4" SLOPE) GUTTERS - (1)- 10" DIAM. (1/16" SLOPE) GUTTER - - - (1)- 20" WIDE X 5" HIGH SCUPPERS - - (12)- 4.5"W X 10"D (1/4" SLOPE) GUTTERS - 10" DIAM. (1/16" SLOPE) 331 GPM ROOFING LEGEND ROOFING LEGEND KEY NOTES KEY NOTES NOTE: PROVIDE ENGINEERING DESIGN COMPUTATIONS WITH RESPECT TO SPECIFIED UP-LIFT LOAD REQUIREMENTS AND AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10, & THE IBC WITH THE APPLICABLE SUPPLEMENTS, AS NOTED ON THE CONTRACT DRAWINGS. CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY INTERNATIONAL LICENSED PROFESSIONAL STRUCTURAL ENGINEER AS THE DELEGATED SPECIALTY ENGINEER. **SEE DETAILS FOR MORE INFORMATION ON OVERFLOW/EMERGENCY DRAINS, SCUPPERS AND GUTTERS (AS APPLICABLE). "RD": ROOF DRAIN "CH": COLLECTOR HEAD W/ LEADER "L": LEADER "SC": SCUPPER "OS": OVERFLOW SCUPPER "SB": SPLASH BLOCK 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. ALL OVERFLOW SCUPPERS (Os) SHALL BE SET NOT LESS THAN 2" NOR MORE THAN 4" ABOVE THE ROOF LINE AT THE PRIMARY DRAIN. SEE DETAILS FOR COLLECTOR HEAD (CH), AND OVERFLOW (Os) SCUPPER SPECIFIED ABOVE. ALL PRIMARY STORM LEADERS SHALL BE CONNECTED TO UNDERGROUND STORM WATER COLLECTION/DISPOSAL SYSTEM AND/OR RAINWATER CISTERN COLLECTION SYSTEM. REFER TO PLUMBING AND CIVIL DRAWINGS FOR LOCATION, SIZE & DETAILS. REFER TO STRUCTURAL DRAWINGS FOR HEIGHT OF ROOF DECK AND COORDINATION OF DRAIN/SCUPPER OPENINGS. COORDINATE ALL HIGH AND LOW POINTS OF JOISTS WITH STRUCTURAL DRAWINGS. SEE SITE PLAN FOR COORDINATION / LOCATION OF ALL WALKWAY CONNECTIONS. ALL ROOF & HURRICANE ANCHORING CABLES, FLASHING, GUTTERS, CATCHBOX, DOWNSPOUTS / LEADERS, STRAPS AND COPING SHALL BE METAL PER SPECIFICATION. PROVIDE UL 96 AND IFC LISTED LIGHTNING PROTECTION SYSTEM FOR ALL ROOF AND CANOPY AREAS. SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. COORDINATE LOCATION OF ALL WALKPADS WITH MECHANICAL DRAWINGS AND OWNER. WALK PADS SHALL BE DIFFERENT COLOR FROM FINAL ROOF SURFACE TO CLEARLY DELINEATE TRAFFIC AREAS. SEPARATION TO BE PROVIDED AT WALK PADS TO ENABLE FREE FLOWS OF WATER TO DRAINS. ALL WOOD COMPONENTS TO BE PRESSURE TREATED. ROOFING TO HAVE HIGH ALBEDO COATING PER SPECIFICATIONS FOR CONTINUOUS SURFACE AT TIME OF PROJECT COMPLETION. ALL ROOFING INSULATION TO HAVE R-30 MINIMUM AT ALL AREAS. SLOPED INSULATION AND COVERBOARD SHALL BE ABOVE REQUIRED MINIMUM R-VALUE. ALL AREAS ARE TO HAVE ROOF PROTECTION FOR ALL OPENINGS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) W/ APPLICABLE SUPPLEMENTS. CONTRACTOR TO PROVIDE ALL REQUIRED PRODUCT APPROVALS FOR REVIEW BY ARCHITECT AND OWNER, PRIOR TO PRE-ROOFING CONFERENCE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SIGNED AND SEALED, ENGINEERED (FLA. REGISTERED ENGINEER) SHOP DRAWINGS FOR REVIEW AND SUBMISSION TO BLDG. DEPARTMENT TO ACQUIRE A ROOFING SUB-PERMIT INCLUSIVE OF THE WATERPROOFING (IBC CH. 17) FOR ALL ROOF DECKS. CONTRACTOR TO MAINTAIN MINIMUM 48" CLEAR AREA IN FRONT OF ALL SCUPPER OPENINGS. ALL ROOF CURBS SHALL COMPLY WITH IBC CH. 15 IF REQUIRED, PROVIDE ALL SAFETY TIE-OFF LOCATIONS AND ANCHORS PER MANUFACTURER'S RECOMMENDATIONS GENERAL NOTES GENERAL NOTES ROOF PEDESTRIAN TRAFFIC PADDING STANDING SEAM ROOF SYSTEM OVER EXTERIOR BOARD AND METAL DECK. CONCRETE TILE ROOF SYSTEM OVER EXTERIOR BOARD OVER RIGID INSULATION OVER SLOPED METAL DECK, TYP. SINGLE PLY MEMBRANE ROOF SYSTEM OVER LIGHTWEIGHT INSULATING CONCRETE OVER SLOPED METAL DECK, TYP. RIDGE RIDGE RIDGE RIDGE RIDGE 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 1 3/4" / 1'-0" 1 3/4" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 1 1/2" / 1'-0" 1 1/2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 1 1/2" / 1'-0" 1 1/2" / 1'-0" 4 1/4" / 1'-0" 1" / 1'-0" 1 7/8" / 1'-0" 4 1/4" / 1'-0" 2" / 1'-0" RIDGE RIDGE REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 NORTH KEY PLAN 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan J B A H G F C D E K 100 Biscayne Blvd., 27th Floor 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 Miami. Florida 33132 t 305 .372 . 5222 t 305 .372 . 5222 e info@zyscovich.com e info@zyscovich.com w www.zyscovich.com w www.zyscovich.com 11/14/2025 2:24:35 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN ROOF PLAN - OVERALL FCD A4.01 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION Scale: 1" = 20'-0" FCD A4.01 1 ROOF PLAN - OVERALL. N Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 ASL EL: + 215' - 9 1/2" FF EL: + 0" AREA A (ADMIN) FL-1 2 A6.01 A1 A2 A3 A4 A5 A2.2 A2.3 A3.3 A4.1 A4.2 A4.4 A2.1 1 5 10 1 2 20 20 4 1 22 9.1 1 9 EXTERIOR FINISH MATERIALS STANDING SEAM METAL ROOF BASIS OF DESIGN FINISH: CARDINAL RED ROOF EXTERIOR PAINT EPT1: HIGH PERFORMANCE PAINT. COLOR TO MATCH SHERWIN WILLIAMS: xxxx (@ALL EXPOSED STRUCTURAL STEEL FRAMING) EXTERIOR STAIRS 8" CONCRETE WITH ALUMINUM GAURDRAIL NOTE: REFER TO WALL ASSEMBLIES ON SHEET A8.0 GLAZING CLEAR TEMPERED INSULATED GLAZING UNITS FROSTED TEMPERED INSULATED GLAZING UNITS (40% TRANSLUCENT) CWP-1: HORIZONTAL PATTERN / FIELD COLOR 1 CWP-2: VERTICAL PATTERN / FIELD COLOR 2 COLOR & TEXTURE LEGEND COMPOSITE WALL PANEL CLADDING SYSTEM CWP-3: SOLID ACCENT COLOR 3 CWP-4: SOLID ACCENT COLOR 4 ASL EL: + 215' - 9 1/2" FF EL: + 0" AREA A (ADMIN) FL-1 1 A6.01 AA AB AC AD AE AF AG AH AB.1 AE.9 AG.1 1 1 19 10 5 5 20 20 20 4 22 1 5 9 9.1 23 ASL EL: + 215' - 9 1/2" FF EL: + 0" AREA A (ADMIN) FL-1 2 A6.01 A1 A2 A3 A4 A5 A2.2 A2.3 A3.3 A4.1 A4.2 A4.4 A2.1 1 10 9.1 19 22 3 22 1 5 5 ASL EL: + 215' - 9 1/2" FF EL: + 0" AREA A (ADMIN) FL-1 1 A6.01 AA AB AC AD AE AF AG AH AB.1 AE.9 AG.1 1 4 14 7 19 10 5 20 23 23 23 4 SHEET NOTES # REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 NORTH KEY PLAN 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan J B A H G F C D E K 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com 11/10/2025 5:15:32 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN FCD EXTERIOR ELEVATIONS - AREA A (ADMIN/MEDIA) FCD A5.01 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION Scale: 1/8" = 1'-0" FCD A5.01 4 EXTERIOR ELEVATION - AREA A, NORTH ELEVATION. FCD A5.01 5 AXON - AREA A - ADMIN/MEDIA. Scale: 1/8" = 1'-0" FCD A5.01 1 EXTERIOR ELEVATION - AREA A, WEST ELEVATION. Scale: 1/8" = 1'-0" FCD A5.01 2 EXTERIOR ELEVATION - AREA A, SOUTH ELEVATION. Scale: 1/8" = 1'-0" FCD A5.01 3 EXTERIOR ELEVATION - AREA A, EAST ELEVATION. 4 1 2 3 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 EXISTING PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE TO BE REPAIR AND REFINISH. 4 ALUMINUM FRAMED GLAZING SYSTEM 5 EXTERIOR ALUMINUM WINDOWS (SEE WINDOW SCHEDULE FOR ADDITIONAL DETAIL) 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 9 CAST IN PLACE CONCRETE STAIRS 9.1 CAST IN PLACE CONCRETE RAMP 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 14 2'-0" HORIZONTAL SUN SHADE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 20 EXISITING DECORATIVE STONE PILASTER TO REMAIN 21 ESTATE FENCE 22 PREFINISHED ALUMINUM COLLECTOR HEAD, DOWNSPOUT AND LEADER, TYP. 23 SCHEDULED DOOR, TYP. Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 ASL EL: + 215' - 9 1/2" FF EL: + 0" AREA B (NORTH) FL-1 3 A6.02 2 A6.02 B1 B2 B3 B4 B5 B6 1 1 5 1 10 9 1 5 1 20 20 20 20 23 23 23 22 22 22 22 22 22 22 23 ASL EL: + 215' - 9 1/2" FF EL: + 0" AREA B (NORTH) FL-1 4 A6.02 BB BC BD BC.4 BC.3 BA 1 5 5 10 9 19 1 20 20 20 20 22 22 22 5 22 5 ASL EL: + 215' - 9 1/2" FF EL: + 0" AREA B (NORTH) FL-1 4 A6.02 DB DA DC DD BB BC BD BC.4 BC.3 BA 1 3 5 1 20 20 20 20 1 22 22 22 5 5 ASL EL: + 215' - 9 1/2" FF EL: + 0" AREA B (NORTH) FL-1 3 A6.02 2 A6.02 D5D5.1 B1 B2 B3 B4 B5 B6 1 1 5 10 9 1 3 5 20 20 20 20 22 19 23 23 EXTERIOR FINISH MATERIALS STANDING SEAM METAL ROOF BASIS OF DESIGN FINISH: CARDINAL RED ROOF EXTERIOR PAINT EPT1: HIGH PERFORMANCE PAINT. COLOR TO MATCH SHERWIN WILLIAMS: xxxx (@ALL EXPOSED STRUCTURAL STEEL FRAMING) EXTERIOR STAIRS 8" CONCRETE WITH ALUMINUM GAURDRAIL NOTE: REFER TO WALL ASSEMBLIES ON SHEET A8.0 GLAZING CLEAR TEMPERED INSULATED GLAZING UNITS FROSTED TEMPERED INSULATED GLAZING UNITS (40% TRANSLUCENT) CWP-1: HORIZONTAL PATTERN / FIELD COLOR 1 CWP-2: VERTICAL PATTERN / FIELD COLOR 2 COLOR & TEXTURE LEGEND COMPOSITE WALL PANEL CLADDING SYSTEM CWP-3: SOLID ACCENT COLOR 3 CWP-4: SOLID ACCENT COLOR 4 SHEET NOTES # REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 NORTH KEY PLAN 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan J B A H G F C D E K 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com 11/10/2025 5:15:42 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA B (CAFETERIA) FCD A5.02 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION FCD A5.02 5 AXON - AREA B - CAFETERIA. Scale: 1/8" = 1'-0" FCD A5.02 1 EXTERIOR ELEVATION - AREA B - WEST Scale: 1/8" = 1'-0" FCD A5.02 4 EXTERIOR ELEVATION - AREA B - NORTH Scale: 1/8" = 1'-0" FCD A5.02 2 EXTERIOR ELEVATION - AREA B - SOUTH Scale: 1/8" = 1'-0" FCD A5.02 3 EXTERIOR ELEVATION - AREA B - EAST 4 1 2 3 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 EXISTING PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE TO BE REPAIR AND REFINISH. 4 ALUMINUM FRAMED GLAZING SYSTEM 5 EXTERIOR ALUMINUM WINDOWS (SEE WINDOW SCHEDULE FOR ADDITIONAL DETAIL) 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 9 CAST IN PLACE CONCRETE STAIRS 9.1 CAST IN PLACE CONCRETE RAMP 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 14 2'-0" HORIZONTAL SUN SHADE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 20 EXISITING DECORATIVE STONE PILASTER TO REMAIN 21 ESTATE FENCE 22 PREFINISHED ALUMINUM COLLECTOR HEAD, DOWNSPOUT AND LEADER, TYP. 23 SCHEDULED DOOR, TYP. Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 EXTERIOR FINISH MATERIALS STANDING SEAM METAL ROOF BASIS OF DESIGN FINISH: CARDINAL RED ROOF EXTERIOR PAINT EPT1: HIGH PERFORMANCE PAINT. COLOR TO MATCH SHERWIN WILLIAMS: xxxx (@ALL EXPOSED STRUCTURAL STEEL FRAMING) EXTERIOR STAIRS 8" CONCRETE WITH ALUMINUM GAURDRAIL NOTE: REFER TO WALL ASSEMBLIES ON SHEET A8.0 GLAZING CLEAR TEMPERED INSULATED GLAZING UNITS FROSTED TEMPERED INSULATED GLAZING UNITS (40% TRANSLUCENT) CWP-1: HORIZONTAL PATTERN / FIELD COLOR 1 CWP-2: VERTICAL PATTERN / FIELD COLOR 2 COLOR & TEXTURE LEGEND COMPOSITE WALL PANEL CLADDING SYSTEM CWP-3: SOLID ACCENT COLOR 3 CWP-4: SOLID ACCENT COLOR 4 ASL EL: + 221' - 0" FF EL: + 5' - 2 1/2" AREA C (MEDIA) FL-1 1 A6.02 C1 C2 C3 C4 1 5 5 5 5 10 19 10 9 9 22 22 22 5 19 ASL EL: + 221' - 0" FF EL: + 5' - 2 1/2" AREA C (MEDIA) FL-1 1 A6.02 C1 C2 C3 C4 5 5 1 19 23 23 23 22 22 19 19 22 10 9 ASL EL: + 221' - 0" FF EL: + 5' - 2 1/2" AREA C (MEDIA) FL-1 2 A6.02 CA CB CC 1 19 5 5 20 19 23 10 5 19 9 19 10 9 ASL EL: + 221' - 0" FF EL: + 5' - 2 1/2" AREA C (MEDIA) FL-1 2 A6.02 CA CB CC B5 B6 1 5 10 19 10 5 9 19 SHEET NOTES # REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 NORTH KEY PLAN 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan J B A H G F C D E K 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com 11/10/2025 5:15:47 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA C (COMPUTER) FCD A5.03 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION FCD A5.03 5 AXON - AREA C - COMPUTER. Scale: 1/8" = 1'-0" FCD A5.03 4 EXTERIOR ELEVATION - AREA C, NORTH ELEVATION. Scale: 1/8" = 1'-0" FCD A5.03 2 EXTERIOR ELEVATION - AREA C, SOUTH ELEVATION. Scale: 1/8" = 1'-0" FCD A5.03 3 EXTERIOR ELEVATION - AREA C, EAST ELEVATION. Scale: 1/8" = 1'-0" FCD A5.03 1 EXTERIOR ELEVATION - AREA C, WEST ELEVATION. 4 1 2 3 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 EXISTING PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE TO BE REPAIR AND REFINISH. 4 ALUMINUM FRAMED GLAZING SYSTEM 5 EXTERIOR ALUMINUM WINDOWS (SEE WINDOW SCHEDULE FOR ADDITIONAL DETAIL) 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 9 CAST IN PLACE CONCRETE STAIRS 9.1 CAST IN PLACE CONCRETE RAMP 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 14 2'-0" HORIZONTAL SUN SHADE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 20 EXISITING DECORATIVE STONE PILASTER TO REMAIN 21 ESTATE FENCE 22 PREFINISHED ALUMINUM COLLECTOR HEAD, DOWNSPOUT AND LEADER, TYP. 23 SCHEDULED DOOR, TYP. Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 EXTERIOR FINISH MATERIALS STANDING SEAM METAL ROOF BASIS OF DESIGN FINISH: CARDINAL RED ROOF EXTERIOR PAINT EPT1: HIGH PERFORMANCE PAINT. COLOR TO MATCH SHERWIN WILLIAMS: xxxx (@ALL EXPOSED STRUCTURAL STEEL FRAMING) EXTERIOR STAIRS 8" CONCRETE WITH ALUMINUM GAURDRAIL NOTE: REFER TO WALL ASSEMBLIES ON SHEET A8.0 GLAZING CLEAR TEMPERED INSULATED GLAZING UNITS FROSTED TEMPERED INSULATED GLAZING UNITS (40% TRANSLUCENT) CWP-1: HORIZONTAL PATTERN / FIELD COLOR 1 CWP-2: VERTICAL PATTERN / FIELD COLOR 2 COLOR & TEXTURE LEGEND COMPOSITE WALL PANEL CLADDING SYSTEM CWP-3: SOLID ACCENT COLOR 3 CWP-4: SOLID ACCENT COLOR 4 ASL EL: + 225' - 9" FF EL: + 9' - 11 1/2" AREA D (WEST) FL-1 DB DA DC DD 1 5 5 9.1 10 10 19 AREA B (NORTH) FL-1 ASL EL: + 215' - 9 1/2" FF EL: + 0" 9 9 ASL EL: + 225' - 9" FF EL: + 9' - 11 1/2" AREA D (WEST) FL-1 D1 D2 D4 D5 D5.1 1 19 5 45 5 5 AREA B (NORTH) FL-1 ASL EL: + 215' - 9 1/2" FF EL: + 0" 20 5 5 5 19 19 22 1 22 22 22 23 23 23 23 23 23 23 ASL EL: + 225' - 9" FF EL: + 9' - 11 1/2" AREA D (WEST) FL-1 DB DA DC DD 1 5 5 20 20 22 19 22 ASL EL: + 225' - 9" FF EL: + 9' - 11 1/2" AREA D (WEST) FL-1 D1 D2 D4 D5 D5.1 1 5 AREA B (NORTH) FL-1 ASL EL: + 215' - 9 1/2" FF EL: + 0" 20 20 20 5 5 5 5 5 5 5 5 5 22 22 22 22 1 1 23 10 9 SHEET NOTES # REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 NORTH KEY PLAN 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan J B A H G F C D E K 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com 11/10/2025 5:15:54 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA D (ART/MUSIC) FCD A5.04 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION FCD A5.04 5 AXON - AREA D - ART/MUSIC. Scale: 1/8" = 1'-0" FCD A5.04 4 EXTERIOR ELEVATION - AREA D, NORTH ELEVATION. Scale: 1/8" = 1'-0" FCD A5.04 3 EXTERIOR ELEVATION - AREA D, EAST ELEVATION. Scale: 1/8" = 1'-0" FCD A5.04 2 EXTERIOR ELEVATION - AREA D, SOUTH ELEVATION. Scale: 1/8" = 1'-0" FCD A5.04 1 EXTERIOR ELEVATION - AREA WEST ELEVATION. 4 1 2 3 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 EXISTING PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE TO BE REPAIR AND REFINISH. 4 ALUMINUM FRAMED GLAZING SYSTEM 5 EXTERIOR ALUMINUM WINDOWS (SEE WINDOW SCHEDULE FOR ADDITIONAL DETAIL) 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 9 CAST IN PLACE CONCRETE STAIRS 9.1 CAST IN PLACE CONCRETE RAMP 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 14 2'-0" HORIZONTAL SUN SHADE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 20 EXISITING DECORATIVE STONE PILASTER TO REMAIN 21 ESTATE FENCE 22 PREFINISHED ALUMINUM COLLECTOR HEAD, DOWNSPOUT AND LEADER, TYP. 23 SCHEDULED DOOR, TYP. Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 EXTERIOR FINISH MATERIALS STANDING SEAM METAL ROOF BASIS OF DESIGN FINISH: CARDINAL RED ROOF EXTERIOR PAINT EPT1: HIGH PERFORMANCE PAINT. COLOR TO MATCH SHERWIN WILLIAMS: xxxx (@ALL EXPOSED STRUCTURAL STEEL FRAMING) EXTERIOR STAIRS 8" CONCRETE WITH ALUMINUM GAURDRAIL NOTE: REFER TO WALL ASSEMBLIES ON SHEET A8.0 GLAZING CLEAR TEMPERED INSULATED GLAZING UNITS FROSTED TEMPERED INSULATED GLAZING UNITS (40% TRANSLUCENT) CWP-1: HORIZONTAL PATTERN / FIELD COLOR 1 CWP-2: VERTICAL PATTERN / FIELD COLOR 2 COLOR & TEXTURE LEGEND COMPOSITE WALL PANEL CLADDING SYSTEM CWP-3: SOLID ACCENT COLOR 3 CWP-4: SOLID ACCENT COLOR 4 ASL EL: + 228' - 6" FF EL: + 12' - 8 1/2" AREA E (SOUTH) FL-1 ASL EL: + 240' - 6 1/2" FF EL: + 24' - 9" AREA E (SOUTH) FL-2 2 A6.04 E3 E2 E1 E1.9 E4 E5 E6 E7 E8 1 19 10 10 5 19 1 1 1 23 23 23 23 23 23 23 23 23 23 23 9 ASL EL: + 228' - 6" FF EL: + 12' - 8 1/2" AREA E (SOUTH) FL-1 ASL EL: + 240' - 6 1/2" FF EL: + 24' - 9" AREA E (SOUTH) FL-2 1 A6.04 EA EB EC EB.2 EC.2 EC.1 1 19 10 22 5 ASL EL: + 228' - 6" FF EL: + 12' - 8 1/2" AREA E (SOUTH) FL-1 ASL EL: + 240' - 6 1/2" FF EL: + 24' - 9" AREA E (SOUTH) FL-2 2 A6.04 E3 E2 E1 E1.9 E4 E5 E6 E7 E8 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 22 22 22 22 22 22 1 ASL EL: + 228' - 6" FF EL: + 12' - 8 1/2" AREA E (SOUTH) FL-1 ASL EL: + 240' - 6 1/2" FF EL: + 24' - 9" AREA E (SOUTH) FL-2 1 A6.04 EA EB EC EB.2 EC.2 EC.1 1 10 10 5 22 SHEET NOTES # REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 NORTH KEY PLAN 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan J B A H G F C D E K 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com 11/10/2025 5:16:02 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA E (CLASSROOMS 5-6) FCD A5.05 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION FCD A5.05 5 AXON - AREA E - CLASSROOMS 5-6. Scale: 1/8" = 1'-0" FCD A5.05 4 EXTERIOR ELEVATION - AREA E, NORTH ELEVATION. Scale: 1/8" = 1'-0" FCD A5.05 3 EXTERIOR ELEVATION - AREA E, EAST ELEVATION. Scale: 1/8" = 1'-0" FCD A5.05 2 EXTERIOR ELEVATION - AREA E, SOUTH ELEVATION. Scale: 1/8" = 1'-0" FCD A5.05 1 EXTERIOR ELEVATION - AREA E, WEST ELEVATION. 4 1 2 3 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 EXISTING PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE TO BE REPAIR AND REFINISH. 4 ALUMINUM FRAMED GLAZING SYSTEM 5 EXTERIOR ALUMINUM WINDOWS (SEE WINDOW SCHEDULE FOR ADDITIONAL DETAIL) 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 9 CAST IN PLACE CONCRETE STAIRS 9.1 CAST IN PLACE CONCRETE RAMP 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 14 2'-0" HORIZONTAL SUN SHADE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 20 EXISITING DECORATIVE STONE PILASTER TO REMAIN 21 ESTATE FENCE 22 PREFINISHED ALUMINUM COLLECTOR HEAD, DOWNSPOUT AND LEADER, TYP. 23 SCHEDULED DOOR, TYP. Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 ASL EL: + 228' - 7 1/2" FF EL: + 12' - 10" AREA F (SOUTH) FL-1 ASL EL: + 240' - 6" FF EL: + 24' - 8 1/2" AREA F (SOUTH) FL-2 2 A6.05 F3 F2 F1 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F12.1 1 19 10 10 5 5 23 23 23 23 23 23 23 23 23 23 23 23 22 9.1 EXTERIOR FINISH MATERIALS STANDING SEAM METAL ROOF BASIS OF DESIGN FINISH: CARDINAL RED ROOF EXTERIOR PAINT EPT1: HIGH PERFORMANCE PAINT. COLOR TO MATCH SHERWIN WILLIAMS: xxxx (@ALL EXPOSED STRUCTURAL STEEL FRAMING) EXTERIOR STAIRS 8" CONCRETE WITH ALUMINUM GAURDRAIL NOTE: REFER TO WALL ASSEMBLIES ON SHEET A8.0 GLAZING CLEAR TEMPERED INSULATED GLAZING UNITS FROSTED TEMPERED INSULATED GLAZING UNITS (40% TRANSLUCENT) CWP-1: HORIZONTAL PATTERN / FIELD COLOR 1 CWP-2: VERTICAL PATTERN / FIELD COLOR 2 COLOR & TEXTURE LEGEND COMPOSITE WALL PANEL CLADDING SYSTEM CWP-3: SOLID ACCENT COLOR 3 CWP-4: SOLID ACCENT COLOR 4 ASL EL: + 228' - 7 1/2" FF EL: + 12' - 10" AREA F (SOUTH) FL-1 ASL EL: + 240' - 6" FF EL: + 24' - 8 1/2" AREA F (SOUTH) FL-2 1 A6.05 FB FE FF FD GH 1 1 5 5 5 22 ASL EL: + 228' - 7 1/2" FF EL: + 12' - 10" AREA F (SOUTH) FL-1 ASL EL: + 240' - 6" FF EL: + 24' - 8 1/2" AREA F (SOUTH) FL-2 2 A6.05 F3 F2 F1 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F12.1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 22 1 ASL EL: + 228' - 7 1/2" FF EL: + 12' - 10" AREA F (SOUTH) FL-1 ASL EL: + 240' - 6" FF EL: + 24' - 8 1/2" AREA F (SOUTH) FL-2 1 A6.05 FB FE FF FD 1 9 23 23 22 SHEET NOTES # REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 NORTH KEY PLAN 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan J B A H G F C D E K 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com 11/10/2025 5:16:10 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA F (CLASSROOMS 1-4) FCD A5.06 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION FCD A5.06 5 AXON - AREA F - CLASSROOMS 1-4. Scale: 1/8" = 1'-0" FCD A5.06 4 EXTERIOR ELEVATION - AREA F, NORTH ELEVATION. Scale: 1/8" = 1'-0" FCD A5.06 2 EXTERIOR ELEVATION - AREA F, EAST ELEVATION. Scale: 1/8" = 1'-0" FCD A5.06 3 EXTERIOR ELEVATION - AREA F, SOUTH ELEVATION. Scale: 1/8" = 1'-0" FCD A5.06 1 EXTERIOR ELEVATION - AREA F, WEST ELEVATION. 4 2 3 1 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 EXISTING PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE TO BE REPAIR AND REFINISH. 4 ALUMINUM FRAMED GLAZING SYSTEM 5 EXTERIOR ALUMINUM WINDOWS (SEE WINDOW SCHEDULE FOR ADDITIONAL DETAIL) 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 9 CAST IN PLACE CONCRETE STAIRS 9.1 CAST IN PLACE CONCRETE RAMP 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 14 2'-0" HORIZONTAL SUN SHADE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 20 EXISITING DECORATIVE STONE PILASTER TO REMAIN 21 ESTATE FENCE 22 PREFINISHED ALUMINUM COLLECTOR HEAD, DOWNSPOUT AND LEADER, TYP. 23 SCHEDULED DOOR, TYP. Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 EXTERIOR FINISH MATERIALS STANDING SEAM METAL ROOF BASIS OF DESIGN FINISH: CARDINAL RED ROOF EXTERIOR PAINT EPT1: HIGH PERFORMANCE PAINT. COLOR TO MATCH SHERWIN WILLIAMS: xxxx (@ALL EXPOSED STRUCTURAL STEEL FRAMING) EXTERIOR STAIRS 8" CONCRETE WITH ALUMINUM GAURDRAIL NOTE: REFER TO WALL ASSEMBLIES ON SHEET A8.0 GLAZING CLEAR TEMPERED INSULATED GLAZING UNITS FROSTED TEMPERED INSULATED GLAZING UNITS (40% TRANSLUCENT) CWP-1: HORIZONTAL PATTERN / FIELD COLOR 1 CWP-2: VERTICAL PATTERN / FIELD COLOR 2 COLOR & TEXTURE LEGEND COMPOSITE WALL PANEL CLADDING SYSTEM CWP-3: SOLID ACCENT COLOR 3 CWP-4: SOLID ACCENT COLOR 4 ASL EL: + 228' - 7 1/2" FF EL: + 12' - 10" AREA F (SOUTH) FL-1 ASL EL: + 223' - 6 1/2" FF EL: + 7' - 9" AREA G (EAST) FL-1 GI GH GK 1 5 5 5 AREA H (NORTH) FL-1 ASL EL: + 219' - 5 1/2" FF EL: +3'-8" 22 22 22 1 ASL EL: + 223' - 6 1/2" FF EL: + 7' - 9" AREA G (EAST) FL-1 3 A6.06 G2 G1 1 1 10 22 1 ASL EL: + 223' - 6 1/2" FF EL: + 7' - 9" AREA G (EAST) FL-1 GI GH GK 1 19 23 23 23 1 ASL EL: + 228' - 7 1/2" FF EL: + 12' - 10" AREA F (SOUTH) FL-1 ASL EL: + 240' - 6" FF EL: + 24' - 8 1/2" AREA F (SOUTH) FL-2 3 A6.06 G2 G1 10 10 19 1 22 SHEET NOTES # REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 NORTH KEY PLAN 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan J B A H G F C D E K 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com 11/10/2025 5:16:15 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA G (BATH/STORAGE) FCD A5.07 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION Scale: 1/8" = 1'-0" FCD A5.07 3 EXTERIOR ELEVATION - AREA G, EAST ELEVATION. FCD A5.07 5 AXON - AREA G - BATH/STORAGE. Scale: 1/8" = 1'-0" FCD A5.07 4 EXTERIOR ELEVATION - AREA G, NORTH ELEVATION. Scale: 1/8" = 1'-0" FCD A5.07 1 EXTERIOR ELEVATION - AREA G, WEST ELEVATION. Scale: 1/8" = 1'-0" FCD A5.07 2 EXTERIOR ELEVATION - AREA G, SOUTH ELEVATION. 4 1 2 3 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 EXISTING PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE TO BE REPAIR AND REFINISH. 4 ALUMINUM FRAMED GLAZING SYSTEM 5 EXTERIOR ALUMINUM WINDOWS (SEE WINDOW SCHEDULE FOR ADDITIONAL DETAIL) 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 9 CAST IN PLACE CONCRETE STAIRS 9.1 CAST IN PLACE CONCRETE RAMP 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 14 2'-0" HORIZONTAL SUN SHADE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 20 EXISITING DECORATIVE STONE PILASTER TO REMAIN 21 ESTATE FENCE 22 PREFINISHED ALUMINUM COLLECTOR HEAD, DOWNSPOUT AND LEADER, TYP. 23 SCHEDULED DOOR, TYP. Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 EXTERIOR FINISH MATERIALS STANDING SEAM METAL ROOF BASIS OF DESIGN FINISH: CARDINAL RED ROOF EXTERIOR PAINT EPT1: HIGH PERFORMANCE PAINT. COLOR TO MATCH SHERWIN WILLIAMS: xxxx (@ALL EXPOSED STRUCTURAL STEEL FRAMING) EXTERIOR STAIRS 8" CONCRETE WITH ALUMINUM GAURDRAIL NOTE: REFER TO WALL ASSEMBLIES ON SHEET A8.0 GLAZING CLEAR TEMPERED INSULATED GLAZING UNITS FROSTED TEMPERED INSULATED GLAZING UNITS (40% TRANSLUCENT) CWP-1: HORIZONTAL PATTERN / FIELD COLOR 1 CWP-2: VERTICAL PATTERN / FIELD COLOR 2 COLOR & TEXTURE LEGEND COMPOSITE WALL PANEL CLADDING SYSTEM CWP-3: SOLID ACCENT COLOR 3 CWP-4: SOLID ACCENT COLOR 4 ASL EL: + 208' - 3 65/128" FF EL: + -7' - 5 127/128" AREA H (NORTH) FL-1 ASL EL: + 219' - 5 1/2" FF EL: + 3' - 8" AREA H (NORTH) FL-2 H1 H2 H3 H4 H5 1 5 5 5 5 5 5 5 5 5 10 3 5 5 5 5 4 22 22 22 22 22 3 1 23 23 23 23 23 9 9 23 23 5 ASL EL: + 208' - 3 65/128" FF EL: + -7' - 5 127/128" AREA H (NORTH) FL-1 ASL EL: + 219' - 5 1/2" FF EL: + 3' - 8" AREA H (NORTH) FL-2 1 A6.06 HA HB 1 10 1 1 22 5 RETAINING (WALL HIDDEN FOR CLARITY) ASL EL: + 208' - 3 65/128" FF EL: + -7' - 5 127/128" AREA H (NORTH) FL-1 ASL EL: + 219' - 5 1/2" FF EL: + 3' - 8" AREA H (NORTH) FL-2 H1 H2 H3 H4 H5 7 19 10 1 23 23 23 23 23 23 9 ASL EL: + 208' - 3 65/128" FF EL: + -7' - 5 127/128" AREA H (NORTH) FL-1 ASL EL: + 219' - 5 1/2" FF EL: + 3' - 8" AREA H (NORTH) FL-2 1 A6.06 HA HB 1 19 7 22 10 9 9 9.1 SHEET NOTES # REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 NORTH KEY PLAN 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan J B A H G F C D E K 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com 11/10/2025 5:16:21 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA H (CLASSROOMS PK) FCD A5.08 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION FCD A5.08 3 AXON - AREA H - CLASSROOMS PK. Scale: 1/8" = 1'-0" FCD A5.08 5 EXTERIOR ELEVATION - AREA H, NORTH ELEVATION. Scale: 1/8" = 1'-0" FCD A5.08 2 EXTERIOR ELEVATION - AREA H, EAST ELEVATION. Scale: 1/8" = 1'-0" FCD A5.08 4 EXTERIOR ELEVATION - AREA H, SOUTH ELEVATION. Scale: 1/8" = 1'-0" FCD A5.08 1 EXTERIOR ELEVATION - AREA H, WEST ELEVATION. 4 2 3 1 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 EXISTING PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE TO BE REPAIR AND REFINISH. 4 ALUMINUM FRAMED GLAZING SYSTEM 5 EXTERIOR ALUMINUM WINDOWS (SEE WINDOW SCHEDULE FOR ADDITIONAL DETAIL) 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 9 CAST IN PLACE CONCRETE STAIRS 9.1 CAST IN PLACE CONCRETE RAMP 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 14 2'-0" HORIZONTAL SUN SHADE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 20 EXISITING DECORATIVE STONE PILASTER TO REMAIN 21 ESTATE FENCE 22 PREFINISHED ALUMINUM COLLECTOR HEAD, DOWNSPOUT AND LEADER, TYP. 23 SCHEDULED DOOR, TYP. Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 ASL EL: + 212' - 0" FF EL: + -3' - 9 1/2" AREA J (GYM) FL-1 2 A6.07 J1 J3 J4 1 1 1 19 22 22 5 5 5 5 21 22 ASL EL: + 212' - 0" FF EL: + -3' - 9 1/2" AREA J (GYM) FL-1 1 A6.07 1 1 4 5 5 5 5 22 22 22 19 23 SHEET NOTES # EXTERIOR FINISH MATERIALS STANDING SEAM METAL ROOF BASIS OF DESIGN FINISH: CARDINAL RED ROOF EXTERIOR PAINT EPT1: HIGH PERFORMANCE PAINT. COLOR TO MATCH SHERWIN WILLIAMS: xxxx (@ALL EXPOSED STRUCTURAL STEEL FRAMING) EXTERIOR STAIRS 8" CONCRETE WITH ALUMINUM GAURDRAIL NOTE: REFER TO WALL ASSEMBLIES ON SHEET A8.0 GLAZING CLEAR TEMPERED INSULATED GLAZING UNITS FROSTED TEMPERED INSULATED GLAZING UNITS (40% TRANSLUCENT) CWP-1: HORIZONTAL PATTERN / FIELD COLOR 1 CWP-2: VERTICAL PATTERN / FIELD COLOR 2 COLOR & TEXTURE LEGEND COMPOSITE WALL PANEL CLADDING SYSTEM CWP-3: SOLID ACCENT COLOR 3 CWP-4: SOLID ACCENT COLOR 4 REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 NORTH KEY PLAN 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan J B A H G F C D E K 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com 11/10/2025 5:16:27 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA J (GYMNASIUM) FCD A5.09 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION Scale: FCD A5.09 3 AXON - AREA J - GYMNASIUM. Scale: 1/8" = 1'-0" FCD A5.09 2 EXTERIOR ELEVATION - AREA J, SOUTH ELEVATION. Scale: 1/8" = 1'-0" FCD A5.09 1 EXTERIOR ELEVATION - AREA J, WEST ELEVATION. 3 1 4 2 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 EXISTING PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE TO BE REPAIR AND REFINISH. 4 ALUMINUM FRAMED GLAZING SYSTEM 5 EXTERIOR ALUMINUM WINDOWS (SEE WINDOW SCHEDULE FOR ADDITIONAL DETAIL) 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 9 CAST IN PLACE CONCRETE STAIRS 9.1 CAST IN PLACE CONCRETE RAMP 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 14 2'-0" HORIZONTAL SUN SHADE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 20 EXISITING DECORATIVE STONE PILASTER TO REMAIN 21 ESTATE FENCE 22 PREFINISHED ALUMINUM COLLECTOR HEAD, DOWNSPOUT AND LEADER, TYP. 23 SCHEDULED DOOR, TYP. Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 ASL EL: + 212' - 0" FF EL: + -3' - 9 1/2" AREA J (GYM) FL-1 1 A6.07 1 1 19 5 5 5 5 5 5 5 4 1 1 1 22 22 22 22 22 ASL EL: + 212' - 0" FF EL: + -3' - 9 1/2" AREA J (GYM) FL-1 2 A6.07 J1 J3 J4 1 1 10 1 19 21 5 1 5 5 22 22 22 22 EXTERIOR FINISH MATERIALS STANDING SEAM METAL ROOF BASIS OF DESIGN FINISH: CARDINAL RED ROOF EXTERIOR PAINT EPT1: HIGH PERFORMANCE PAINT. COLOR TO MATCH SHERWIN WILLIAMS: xxxx (@ALL EXPOSED STRUCTURAL STEEL FRAMING) EXTERIOR STAIRS 8" CONCRETE WITH ALUMINUM GAURDRAIL NOTE: REFER TO WALL ASSEMBLIES ON SHEET A8.0 GLAZING CLEAR TEMPERED INSULATED GLAZING UNITS FROSTED TEMPERED INSULATED GLAZING UNITS (40% TRANSLUCENT) CWP-1: HORIZONTAL PATTERN / FIELD COLOR 1 CWP-2: VERTICAL PATTERN / FIELD COLOR 2 COLOR & TEXTURE LEGEND COMPOSITE WALL PANEL CLADDING SYSTEM CWP-3: SOLID ACCENT COLOR 3 CWP-4: SOLID ACCENT COLOR 4 SHEET NOTES # REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 NORTH KEY PLAN 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan J B A H G F C D E K 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com 11/10/2025 5:16:32 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA J (GYMNASIUM) FCD A5.10 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION 3 1 4 2 Scale: 1/8" = 1'-0" FCD A5.10 1 EXTERIOR ELEVATION - AREA J, EAST TELEVATION. Scale: 1/8" = 1'-0" FCD A5.10 2 EXTERIOR ELEVATION - AREA J, NORTH ELEVATION. 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 EXISTING PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE TO BE REPAIR AND REFINISH. 4 ALUMINUM FRAMED GLAZING SYSTEM 5 EXTERIOR ALUMINUM WINDOWS (SEE WINDOW SCHEDULE FOR ADDITIONAL DETAIL) 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 9 CAST IN PLACE CONCRETE STAIRS 9.1 CAST IN PLACE CONCRETE RAMP 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 14 2'-0" HORIZONTAL SUN SHADE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 20 EXISITING DECORATIVE STONE PILASTER TO REMAIN 21 ESTATE FENCE 22 PREFINISHED ALUMINUM COLLECTOR HEAD, DOWNSPOUT AND LEADER, TYP. 23 SCHEDULED DOOR, TYP. Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan 100 Biscayne Blvd., 27th Floor 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 Miami. Florida 33132 t 305 .372 . 5222 t 305 .372 . 5222 e info@zyscovich.com e info@zyscovich.com w www.zyscovich.com w www.zyscovich.com 11/14/2025 2:54:24 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN 3D RENDERINGS - EXTERIOR VIEWS FCD A5.30 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan 100 Biscayne Blvd., 27th Floor 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 Miami. Florida 33132 t 305 .372 . 5222 t 305 .372 . 5222 e info@zyscovich.com e info@zyscovich.com w www.zyscovich.com w www.zyscovich.com 11/14/2025 2:50:39 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN 3D RENDERINGS - EXTERIOR VIEWS FCD A5.31 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025 REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 305-266-6553 Miami, FL 33126 5757 Waterford District Drive Suite 400 MEP Engineers TLC Engineering 786-491-7660 Miami, FL 33130 80 SW 8th Street, Suite 2160 Structural Engineers Thornton Thomasetti 617-876-2100 Newton, MA 02458 63 Chapel Street Food Service RealFood Hospitality, Strategy & Design 786-264-7200 Miami, FL 33131 1221 Brickell Avenue, Suite 1800 Civil & Landscape Langan 100 Biscayne Blvd., 27th Floor 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 Miami. Florida 33132 t 305 .372 . 5222 t 305 .372 . 5222 e info@zyscovich.com e info@zyscovich.com w www.zyscovich.com w www.zyscovich.com 11/14/2025 2:51:24 PM Autodesk Docs://USVI - Yvonne E. Milliner-Bowsky PreK-8/ZYS_Bowsky_Arch_R24.rvt 25-0289.03 OCTOBER 10, 2025 YVONNE E MILINER BOWSKY ELEMENTARY SCHOOL SCHEMATIC DESIGN 3D RENDERINGS - EXTERIOR VIEWS FCD A5.32 9432+WCR, Mandal, St Thomas 00802, U.S. Virgin Islands U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION Rev Date Note PRE-APP CONCEPT DRAWINGS OCTOBER 2025