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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 Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com 8/12/2025 4:55:37 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN COVER SHEET FCD 0.00 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION PROJECT RENDERING CIVIL ENGINEERS ARCHITECT 100 N. Biscayne Blvd, 27th Floor Miami, Florida 33132 (305) 372-5222 Tel (305) 577-4521 Fax LOCATION MAP STRUCTURAL ENGINEERS M/E/P ENGINEERS ZYSCOVICH, LLC. FOOD SERVICES ZYSCOVICH PROJECT # 1221 Brickell Avenue, Suite 1800 Miami, Florida 33131 (786)-264-7200 Tel Fax # 80 SW 8th Street, Suite 2160 Miami, Florida 33130 (786) 491-7660 Tel Fax # THORNTON THOMASETTI 5757 Waterford District Drive Suite 400 Miami, Florida 33126 (305) 366-6553 Tel TLC ENGINEERING 63 Chapel Street Newton, Massachusetts 02458 (617)-876-2100 Tel (305) 577-4521 Fax REALFOOD HOSPITALITY, STRATEGY & DESIGN LANGAN ISSUE DATE: PROJECT LOCATION SCOPE OF WORK THE INTENT OF THIS PLANNING 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 6TH THROUGH 8TH GRADE STUDENTS COLLOCATED FROM THE ADDELLITA CANCRYN JUNIOR HIGH SCHOOL CAMPUS. CURRENTLY THE EXPANDED ENROLLMENT HAS BEEN ACCOMMODATED THROUGH THE TEMPORARY PORTABLE / SPRUNG FACILITIES ON THE SOUTH 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. 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. RFQ 001-2024-STX/STT/STJ I St. Thomas Schools Bundle 2 Rebuilt USVI Construction Services FIRE PROTECTION ENGINNERING LOCAL ARCHITECT DESIGN AND CONSULTING 5143 Palm Passage (Dronningens Gade) Second Floor, Suite B24-25. St. Thomas, U.S. Virgin Islands 00802. (340) 340-777-1600 Tel BUILDING ENVELOPE FURNITURE SELECTION AND SPECIFICATION JAREDIAN DESIGN GROUP POOL CONSULTANT 260 Palermo Ave, Coral Gables, Florida 33134 (786)-264-7200 Tel Fax # 126 S Park Ave Suite A, Winter Park, Florida 32789 (407) 333-1977 Tel Fax # JAY AMMON ARCHITECTS 232 North Main Street Bushnell, Florida 33513 (800) 457.2745 Tel (800) 457.2778 Fax ERNIE MORRIS ENTERPRISES, INC. 5000 SW 75th Ave #103, Miami, Florida 33155 (305) 667-8975 Tel Fax # AQUADYNAMICS DESIGN GROUP SLS CONSULTING TURF CONSULTANT Turf Dr. Phil LLC 912 West Dug Gap Mountain Road Dalton, Georgia 30720 (706) 331-5407 Tel Fax # TURF DR.PHIL 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 NEW ADDITIONS TO ACCOMMODATE THE INCREASED ENROLLMENT AS WELL AS ALLOW FOR THE DEVELOPMENT OF A NEW CONTROLLED MAIN ENTRY FOR THE CAMPUS AND AN ECLOSED GYMNASIUM (PUBLIC SPACE) LOCATED ON THE EXISTING PARKING AND OPEN FIELD AREA AT THE EAST AND SOUTH SIDES OF THE CAMPUS. THE EXISTING ADMINISTRATION SUITE WILL BE FULLY RENOVATED AND RECONFIGURED. ALL CURRENT ACADEMIC AREAS WILL BE REMODELED AND CONFIGURED TO SUPPORT THE 21ST CENTURY EDUCATIONAL MODEL. THE NEW ENTRY TO THE FACILITY AND CAMPUS IS PLANNED TO FACE THE SOUTHEAST SHARING A MAIN BUS DROP-OFF, PARKING LOT AND PEDESTRIAN ENTRANCE AREA. A NEW BUS AND PARENT LOOP AND PARKING AREAS ARE PLANNED FOR THE FULL PERIMETER OF THE SITE ALLOWING FOR MAINTENANCE AND EMERGENCY VEHICLE ACCESS, AS WELL AS EXPANDING THE PICK-UP PROCESSING AND QUEUEING AREAS / LENGTHS TO MITIGATE TRAFFIC CONCERNS FOR THE CAMPUS AND SURROUNDING COMMUNITY. THE FIELD AREAS WILL BE REDEVELOPED ON THE SOUTHERN PORTION OF THE SITE TO INCLUDE A LEARN TO SWIM POOL AND A SOCCER “MINI- PITCH”. 2025-0289.02 JULY 2025 SCHEMATIC DESIGN LOCKHART PREK-8 SCHOOL 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION PRE-APP CONCEPT DRAWINGS ISSUE DATE: AUGUST 2025 PRE-APP CONCEPT DRAWINGS AUGUST 2025 INDEX OF DRAWINGS FCD PACKAGE SHEET ISSUE DATE CURRENT REVISION REVISION DATE SHEET NUMBER SHEET NAME REVISION 1 GENERAL 08/2025 FCD 0.00 COVER SHEET SURVEY 08/2025 FCD V1.00 SURVEY (FOR REFERENCE) DEMOLITION 08/2025 FCD AD1.02 DEMOLITION SITE PLAN 08/2025 FCD AD6.01 EXISTING SITE PHOTOS 08/2025 FCD AD6.02 EXISTING SITE PHOTOS 2 08/2025 FCD AD6.03 EXISTING SITE PHOTOS 3 SITE PLAN 08/2025 FCD A1.01 ARCHITECTURAL SITE PLAN FLOOR PLANS 08/2025 FCD A2.01 FLOOR PLAN LEVEL 01 - OVERALL 08/2025 FCD A2.02 FLOOR PLAN LEVEL 02 - OVERALL ROOF PLANS 08/2025 FCD A4.01 ROOF PLAN - OVERALL EXTERIOR ELEVATIONS 08/2025 FCD A5.01 EXTERIOR ELEVATIONS - AREA A (6-8) 08/2025 FCD A5.02 EXTERIOR ELEVATIONS - AREA A (6-8) 08/2025 FCD A5.03 EXTERIOR ELEVATIONS - AREA B (6-8) 08/2025 FCD A5.04 EXTERIOR ELEVATIONS - AREA B (6-8) 08/2025 FCD A5.05 EXTERIOR ELEVATIONS - AREA C (GYM) 08/2025 FCD A5.06 EXTERIOR ELEVATIONS - AREA C (GYM) 08/2025 FCD A5.07 EXTERIOR ELEVATIONS - AREA D (ADMIN) 08/2025 FCD A5.08 EXTERIOR ELEVATIONS - AREA E (MEDIA) 08/2025 FCD A5.09 EXTERIOR ELEVATIONS - AREA F (DINING) 08/2025 FCD A5.10 EXTERIOR ELEVATIONS - AREA G-H (ART-MUSIC) 08/2025 FCD A5.11 EXTERIOR ELEVATIONS - AREA J-K-L (K-5) 08/2025 FCD A5.12 EXTERIOR ELEVATIONS - AREA J-K-L (K-5) 08/2025 FCD A5.13 EXTERIOR ELEVATIONS - AREA M-N-P (PRE-K) 08/2025 FCD A5.14 EXTERIOR ELEVATIONS - AREA M-N-P (PRE-K) 08/2025 FCD A5.15 EXTERIOR ELEVATIONS - AREA Q-R (COUNSEL) 08/2025 FCD A5.16 EXTERIOR ELEVATIONS - AREA S 08/2025 FCD A5.30 3D RENDERINGS - EXTERIOR VIEWS Rev Date Note 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 8/12/2025 5:00:17 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN SURVEY (FOR REFERENCE) FCD V1.00 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note PARCEL 8 PARCEL # 41 UNSURVEYED PORTION PARCEL # 45 PARCEL # 46 PARCEL # 46-A ARIEL MELCHOIR JR DR FINISH FLOOR= 48 FINISH FLOOR= 48 EXISTING 1-STORY BUILDING T FINISH FLOOR= 48 EXISTING 1- STORY BUILDING L EXISTING 1- STORY BUILDING K EXISTING 1- STORY BUILDING E FINISH FLOOR= 48 EXISTING 1- STORY BUILDING F FINISH FLOOR= 48 EXISTING 1- STORY BUILDING D FINISH FLOOR= 48 EXISTING 1- STORY BUILDING Q FINISH FLOOR= 48 EXISTING 1- STORY BUILDING H EXISTING 1- STORY BUILDING G FINISH FLOOR= 48 FINISH FLOOR= 48 EXISTING 1- STORY BUILDING R FINISH FLOOR= 48 EXISTING 1- STORY BUILDING N FINISH FLOOR= 48 EXISTING 1- STORY BUILDING P FINISH FLOOR= 48 EXISTING 1- STORY BUILDING J FINISH FLOOR= 48 EXISTING 1- STORY BUILDING M 1 5 5 5 5 5 5 5 5 5 5 5 6 6 9 9 9 9 11 11 11 11 11 11 13 13 13 13 13 13 13 13 13 13 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 7 8 4 4 4 13 10 18 17 14 12 12 12 9 16 16 16 16 16 16 16 12 16 20 20 20 4 16 21 21 21 21 21 21 21 13 13 13 13 13 22 23 23 23 23 23 22 22 22 22 22 18 9 20 20 23 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 SHOWING COMPLIANCE WITH APPLICABLE SECTIONS OF THE NFPA 1 CHAPTER 16, FBC CHAPTER 33, NFPA 241, AND OSHA REGULATIONS 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.) Scale: 1" = 30'-0" FCD AD1.02 1 DEMO SITE PLAN REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 5:00:08 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN DEMOLITION SITE PLAN FCD AD1.02 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION N 1 EXISTING GRADING TO BE MODIFIED; COORDINATE WITH CIVIL 2 EXISTING BUILDING TO BE PARTIALLY DEMOLISHED (REFER TO DEMO ELEVATIONS) PREPARE FOR RENOVATION 3 EXISTING TREES TO BE REMOVED/RELOCATED. COORDINATE WITH LANDSCAPE 4 REMOVE DIRT/CONCRETE ROAD 5 EXISTING PORTABLES TO BE REMOVED, INCLUDING ALL RAMPS, STAIRS, AND UTILITIES. COORDINATE WITH CIVIL, STRUCTURAL, AND M/E/P/FP 6 EXISTING WATER FEATURE AND ALL ASSOCIATED UTILITIES TO BE REMOVED 7 EXISTING MARQUEE AND ASSOCIATED UTILITIES TO BE REMOVED 8 EXISTING GRADING TO BE MODIFIED AND SOIL PREPARED/IMPROVED BASED ON GEOTECHNICAL REPORT TO RECEIVE NEW BUILDING PAD AND HARDSCAPED AREAS; COORDINATE WITH CIVIL DRAWINGS 9 REMOVE EXISTING ASPHALT PAVING, SUB-BASE, AND CURB AS REQUIRED; COORDINATE WITH CIVIL DRAWINGS 10 EXISTING M/E/P/FP EQUIPMENT TO BE REMOVED. COORDINATE WITH CIVIL AND M/E/P/FP DRAWINGS 11 EXISTING COVERED WALKWAYS COLUMNS, & ASSOCIATED FOUNDATIONS TO BE REMOVED 12 REMOVE ALL UTILITIES AND CAP WITHIN 5' OF THE MAIN CONNECTION AT THE EDGE OF THE PROPERTY, TYP. 13 REMOVE EXISTING SIDEWALK/ASPHALT/WOOD OR CONCRETE SLAB; COORDINATE WITH CIVIL AND STRUCTURAL DRAWINGS 14 EXISTING EXTERIOR CONCRETE PLAY AREA AND FOUNDATIONS TO BE REMOVED 16 ALL EXISTING FENCING AND OR GATES TO BE REMOVED 17 EXISTING FIRE HYDRANT TO REMAIN; COORDINATE WITH CIVIL AND M/E/P 18 EXISTING FIRE HYDRANT TO BE REMOVED; COORDINATE WITH CIVIL AND M/E/P 20 REMOVE/RELOCATE TREE REFER TO LANDSCAPE TREE DISPOSITION PLAN 21 PLANTER TO BE REMOVED, REFER TO CIVIL DRAWINGS 22 LANDSCAPE TO BE REMOVED, REFER TO LANDSCAPE TREE DISPOSITION PLAN 23 CONCRETE RETAINING WALL TO BE REMOVED, REFER TO CIVIL AND STRUCTURAL DRAWINGS DEMOLITION KEYNOTES PRE-APP CONCEPT DRAWINGS AUGUST 2025 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note 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 8/12/2025 5:00:10 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXISTING SITE PHOTOS FCD AD6.01 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION FCD AD6.01 1 EXISTING SITE PHOTO FACING NORTHWEST Copy 1 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note 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 8/12/2025 5:00:12 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXISTING SITE PHOTOS 2 FCD AD6.02 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION FCD AD6.02 1 EXISTING SITE PHOTO FACING SOUTHEAST Copy 1 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note 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 8/12/2025 5:00:14 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXISTING SITE PHOTOS 3 FCD AD6.03 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION FCD AD6.03 1 EXISTING SITE PHOTO FACING SOUTHWEST Copy 1 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note ARIEL MELCHOIR JR. DRIVE NEW ASPHALT STAFF AND VISITOR PARKING SPACES REFER TO CIVIL DWGS / MATCHLINE - 1 A1.12 / MATCHLINE - 1 A1.12 / MATCHLINE - 1 A1.11 / MATCHLINE - 1 A1.11 / MATCHLINE - 1 A1.14 / MATCHLINE - 1 A1.13 / MATCHLINE - 1 A1.14 / MATCHLINE - 1 A1.13 CONCRETE POOL PROPOSED 2-STORY BUILDING A FINISH FLOOR= 48 FINISH FLOOR= 48 FINISH FLOOR= 48 EXISTING 1-STORY BUILDING T FINISH FLOOR= 48 EXISTING 1- STORY BUILDING L EXISTING 1- STORY BUILDING K EXISTING 1- STORY BUILDING E EXISTING 1- STORY BUILDING EXISTING 1- STORY BUILDING EXISTING 1- STORY BUILDING EXISTING 1- STORY BUILDING EXISTING 1- STORY BUILDING PAVED DRIVEWAY, RE: CIVIL LANDSCAPE BED. CONC. WALKWAY, RE: CIVIL. SYNTH. TURF W/ SUBDRAIN SYSTEM. SYNTH. TURF PLAY MOUND. RAISED PLANTERS. RAISED PLANTERS. COLORED CONCRETE UNIT PAVER SYSTEM. PLAYGROUND W/ CUSHIONED P.I.P. RUBBER SURFACING. RAISED PLANTERS. SYNTH.TURF W/ SUBDRAIN SYSTEM. SPECIALTY STAMPED & COLORED CONC. SPECIALTY STAMPED & COLORED CONCRETE. RAISED PLANTERS . RETAINING WALL RAISED PLANTERS. ENTRANCE GATES COLORED CONCRETE UNIT PAVER SYSTEM. SYNTH. TURF PLAY MOUND. LANDSCAPE BED. LANDSCAPE BED SPECIALTY STAMPED & COLORED CONC. DECORATIVE RIVER ROCKS RETAINING WALL LANDSCAPE BED. SOCCER PITCH CAST-IN-PLACE CONC.TERRACED SEATING. RAISED PLANTERS PLAYGROUND WITH CUSHIONED P.I.P. RUBBER SURFACING. PLAYGROUND W/ CUSHIONED P.I.P. RUBBER SURFACING. LANDSCAPE BED LANDSCAPE BED LANDSCAPE BED SPECIALTY STAMPED & COLORED CONC. LANDSCAPE BED. PROPOSED 2-STORY BUILDING B FINISH FLOOR= 48 FINISH FLOOR= 48 EXISTING 1- STORY BUILDING F FINISH FLOOR= 48 EXISTING 1- STORY BUILDING D PROPOSED 1-STORY GYMNASIUM BUILDING C FINISH FLOOR= 47 FINISH FLOOR= 48 EXISTING 1- STORY BUILDING Q FINISH FLOOR= 48 EXISTING 1- STORY BUILDING H EXISTING 1- STORY BUILDING G FINISH FLOOR= 48 FINISH FLOOR= 48 EXISTING 1- STORY BUILDING R FINISH FLOOR= 48 EXISTING 1- STORY BUILDING N FINISH FLOOR= 48 EXISTING 1- STORY BUILDING P FINISH FLOOR= 48 EXISTING 1- STORY BUILDING J FINISH FLOOR= 48 EXISTING 1- STORY BUILDING M PROPOSED UTILITY BUILDING S FINISH FLOOR= +/- 70 PAVED DRIVEWAY, RE: CIVIL CONC. WALKWAY, RE: CIVIL. CONC. WALKWAY, RE: CIVIL. CONC. WALKWAY, RE: CIVIL. CONC. WALKWAY, RE: CIVIL. ENTRANCE GATES METAL GATE CONCRETE SIDEWALK. FUTURE CONNECTION TO CH HS. METAL GATE ALUMINUM CANOPY VEHICULAR SWING GATE ENTRY PLAZA / MATCHLINE - 1 A1.12 / MATCHLINE - 1 A1.12 / MATCHLINE - 1 A1.11 / MATCHLINE - 1 A1.11 / MATCHLINE - 1 A1.14 / MATCHLINE - 1 A1.13 / MATCHLINE - 1 A1.14 / MATCHLINE - 1 A1.13 ESTATE FENCE ESTATE FENCE ESTATE FENCE ESTATE FENCE ESTATE FENCE METAL GATE METAL GATE ESTATE FENCE DOMESTIC WATER FILTRATION SYSTEM- PUMPS / TANKS, PROVIDE SCREEN WALL PROPOSED LOCATION OF UNDERGROUND CISTERN (REFER TO CIVIL DRAWINGS) 42'-0" 25'-0" SECURITY BOLLARDS SYSTEM (RONIN TYPE) TYP. AT ENTRANCES SECURITY BOLLARDS SYSTEM (RONIN TYPE) TYP. AT ENTRANCES SECURITY BOLLARDS SYSTEM (RONIN TYPE) TYP. AT ENTRANCES 1. ALL SITE ADAPTATION WORK REQUIRED TO CONSTRUCT BUILDINGS SHALL BE IN ACCORDANCE WITH THE FOLLOWING CODES OF RECORD: IBC LATEST EDITION. NFPA 1, NFPA 101 LATEST EDITION. 2. 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. 3. 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". 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. 5. 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. 6. FOR EXISTING SITE CONDITIONS AND IMPROVEMENTS REFERENCE ATTACHED SITE SURVEY. 7. 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. 8. 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. 9. CONTRACTOR SHALL SUBMIT SPECIALTY ENGINEERED SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED (WHICH USE ASCE CURRENT AS CRITERIUM FOR LOADS). 10. 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. 11. 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. 12. 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. 13. CONTRACTOR IS TO REFER TO CIVIL, LANDSCAPE, STRUCTURE, MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS FOR FULL EXTENT OF WORK. 14. 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. 15. 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. 16. REPAIR ALL PAVED AND WALK SURFACES DAMAGED BY CONSTRUCTION TO LIKE NEW WITH MATERIAL TO MATCH ADJACENT. 17. FOR ALL GRADING OF SITE SEE CIVIL AND LANDSCAPE DRAWINGS. 18. 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. 19. 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. 20. 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). 21. 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. 22. 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 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 Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com 8/12/2025 4:55:46 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN ARCHITECTURAL SITE PLAN FCD A1.01 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1" = 30'-0" FCD A1.01 1 ARCHITECTURAL SITE PLAN N PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note 746 SF CLASSROOM 741 SF CLASSROOM 747 SF CLASSROOM 1,131 SF MUSIC 1,123 SF STEEL DRUMS 157 SF MUSIC STORAGE 424 SF DRUM STORAGE 167 SF MECH 395 SF STORAGE 224 SF MECH & ELEC 1,507 SF ART / CULTURE LAB 1,100 SF CHOIR 190 SF ART STORAGE 183 SF MECH & ELEC 187 SF CHOIR STOR 476 SF TEACHER PLANNING 58 SF TOILET 69 SF OFFICE 163 SF DIST LEARN 56 SF TOILET 1,000 SF KINDER 1,020 SF COLLABORATION 745 SF COLLABORATION 752 SF CLASSROOM 535 SF CLASSROOM 136 SF SMALL GROUP 201 SF STORAGE 1,167 SF COLLABORATION 385 SF SENSORY 746 SF CLASSROOM 747 SF CLASSROOM 743 SF CLASSROOM 746 SF CLASSROOM 751 SF CLASSROOM 853 SF COLLABORATION 63 SF OFFICE 57 SF TOILET 65 SF ELEC 421 SF TEACHER PLANNING 910 SF KINDER 1,740 SF PK MULTIPURPOSE 425 SF TIME OUT & TARDY 422 SF TIME OUT & TARDY 1,086 SF PK 1,102 SF PK 476 SF TEACHER PLANNING 137 SF COUNSELOR 120 SF IDF 142 SF COUNSELOR 271 SF SPEECH 259 SF COUNSELING RECEPTION 296 SF HEALTH 152 SF SRO 149 SF ASST PRINCIPAL 150 SF REGISTRAR 282 SF MECH & ELEC 142 SF MONITOR 239 SF CONF 85 SF TOILET 65 SF TOILET 59 SF STOR 510 SF PARENT CENTER 535 SF LOUNGE 153 SF PRINCIPAL 128 SF ASST PRIN 143 SF CONFERENCE 408 SF MAIN LOBBY & WAITING 174 SF SECURE VEST 776 SF RECEPTION/OFFICE 62 SF TOILET 113 SF MOTHERS ROOM 302 SF STAFF WORK /MAIL / STOR 118 SF RECORDS 73 SF TOILET 904 SF TEACHER PLANNING 70 SF TOILET 4,687 SF COMMONS 1,487 SF KITCHEN 201 SF BOYS RESTROOM 203 SF GIRLS RESTROOM 145 SF OFFICE 163 SF STORAGE 192 SF WORKROOM 165 SF DIST LEARN 303 SF MEP 123 SF SM GROUP 102 SF OFFICE 161 SF IDF 202 SF MECH & ELEC 844 SF CLASSROOM 306 SF MECH & ELEC 1,133 SF SPED 903 SF TEACHER PLANNING 102 SF OFFICE 70 SF TOILET 927 SF CLASSROOM 196 SF BOY'S RESTROOM 990 SF COLLABORATION 940 SF CLASSROOM 929 SF CLASSROOM 878 SF CLASSROOM 211 SF BOY'S RESTROOM 63 SF JANITOR 344 SF STORAGE 300 SF MECH & ELEC 99 SF DIST LEARN 110 SF IDF 1,016 SF SPED 81 SF ELEVATOR 1,015 SF COLLABORATION 238 SF DRY STORAGE & OFFICE 211 SF CHANGING & BREAK ROOM 145 SF COLD STORAGE 193 SF WOMENS RESTROOM 61 SF TOILET 193 SF MENS RESTROOM 80 SF LAUNDRY 195 SF TABLE & CHAIR STORAGE 69 SF TOILET 58 SF TOILET 59 SF TOILET 289 SF MECH 171 SF JANITOR 206 SF GIRLS RESTROOM 204 SF BOYS RESTROOM 148 SF SMALL GROUP 157 SF MECH/ELEC 148 SF SMALL GROUP & DIST LEARNING 166 SF ELEC 102 SF IDF 2 SF ELEC 87 SF JANITOR 124 SF IDF 125 SF MDF 167 SF MECH/ELEC 115 SF SMALL GROUP 155 SF MECH & ELEC 70 SF TOILET 108 SF SMALL GROUP 111 SF SMALL GROUP 120 SF OFFICE 110 SF INFIRMARY 239 SF WAREWASHING 60 SF JANITOR 1,149 SF HALLWAY 4 SF ELEC 198 SF GIRLS RESTROOM 213 SF BOYS RESTROOM 55 SF TOILET 46 SF TOILET 45 SF TOILET 92 SF TOILET 157 SF ELEC VAULT 3,717 SF MEDIA 138 SF FREEZER 868 SF CLASSROOM 871 SF CLASSROOM 63 SF JANITOR 69 SF TOILET 104 SF SMALL GROUP 112 SF IDF 67 SF TOILET 109 SF SMALL GROUP 96 SF DISTANCED LEARNING 835 SF CLASSROOM 217 SF GIRL'S RESTROOM 837 SF CLASSROOM 939 SF CLASSROOM 331 SF STORAGE 2,034 SF CIRCULATION 230 SF GIRL'S RESTROOM 2,046 SF CIRCULATION 1,642 SF CORRIDOR 148 SF OFFICE 248 SF GYM STORAGE 719 SF WEIGHTS 470 SF GIRL'S CHANGING ROOMS 293 SF WOMEN'S RESTROOM 228 SF MEN'S RESTROOM 89 SF IDF 89 SF JANITOR 300 SF ELECTRIC 356 SF POOL EQUIPMENT 7,868 SF GYM 1,215 SF MECHANICAL 177 SF FIRE PUMP 890 SF CLASSROOM 712 SF BLEACHERS 458 SF BOY'S CHANGING ROOMS 87 SF UNISEX TOILET 87 SF UNISEX TOILET 347 SF POOL STORAGE 16'-0" 16'-0" 16'-0" 16'-0" TRANSFORMERS 2,368 SF CHILLER YARD 563 SF BATTERIES 141 SF PUMP ROOM DOMESTIC WATER FILTRATION SYSTEM- PUMPS / TANKS, PROVIDE SCREEN WALL FLOOR PLAN LEGEND PROPERTY LINE CONCRETE MASONRY CONCRETE DRYWALL / STUD PARTITION PROJECT LIMIT LINE BUILDING SECTION TAG WALL SECTION TAG EXTERIOR ELEVATION TAG /1 A-101 1 A-101 SIM 1 A101 SIM X X X X INTERIOR ELEVATION TAG FENCE LINE DOOR NUMBER TAG WINDOW TYPE TAG LOUVER TYPE TAG A-101 1 1 1 1 101 1t ABV (-2") COLUMN GRID SLAB DEPRESSION 0 SPOT ELEVATION CENTERLINE BREAKLINE Room Name Top Room Name Bot Room Number Program SF/Actual SF Life Safety SF Life Safety SF/Occupants Life Safety Occupants Rev. No. -/-/- Date ROOM ID TAG REVISION TAG 1. BEFORE INSTALLATION, CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT THE EXACT MOUNTING LOCATIONS OF ALL SWITCHES, WALL RECEPTACLES, PLUGS, FEC AND OTHER WALL MOUNTED FIXTURES AND SPECIALTY GRAPHICS / FINISHES. NO SWITCHES, DEVICES, EQUIPMENT, ETC. IS TO BE INSTALLED IN SPECIALTY FINISH / DISPLAY WALL AREAS. 2. REFER TO ENLARGED FLOOR PLAN DRAWINGS AND DETAILS FOR ADDITIONAL DIMENSIONS. 3. REFER TO CIVIL DRAWINGS FOR ALL GRADING INFORMATION. 4. DIMENSIONS ARE TYPICALLY SHOWN FROM OUTSIDE FACE OF CMU WALL TO OUTSIDE FACE OF CMU WALL, OR CENTERLINE OF PARTITION, UNLESS NOTED OTHERWISE CONTRACTOR SHALL NOTE SPECIAL LOCATIONS IN WHICH "CLEAR" DIMENSION IS SPECIFIED. (DIMENSIONS ARE FROM FINISH TO FINISH.) 5. ALL EXPOSED AREAS INCLUDING ALL SYSTEMS ARE TO BE FULLY PAINTED INCLUDING COLOR CODING OF ALL SYSTEMS AND PIPING. COLORS ARE TO BE SELECTED BY ARCHITECT FROM FULL RANGE. 6. CONTRACTOR TO COORDINATE THE LOCATION OF ALL TEMPORARY DUST AND PROTECTION BARRIERS TO MAINTAIN SAFE ACCESS TO EGRESS AT ALL TIMES. CONSTRUCTION IAQ MANAGEMENT PLAN SHALL BE POSTED AT ALL TIMES. 7. CONTRACTOR TO MAINTAIN ALL PROTECTED WALL ASSEMBLIES AND OPENING RATINGS. 8. ALL SLAB RECESSES ARE TO BE COORDINATED AND CONFIRMED PRIOR TO CONSTRUCTION OF FLOOR SLAB. 9. PROVIDE WALL PROTECTION SYSTEMS PER SPECIFICATIONS. 10. PROVIDE SLOPE TO DRAIN AT ALL MECHANICAL ROOM FLOORS PRIOR TO INSTALLATION OF SERVICE PAD. PROVIDE WATERPROOFING PEDESTRIAN MEMBRANE AT ALL ELEVATED MECHANICAL ROOM FLOOR AREAS. 11. PROVIDE ANTI-FRACTURE AND WATERPROOFING MEMBRANE AT ALL TOILET AND SHOWER (INDIVIDUAL AND GROUP) ROOMS ABOVE THE GROUND FLOOR. 12. CONTRACTOR TO COORDINATE WITH SHEET A-650, FINISH PLANS AND LIFE SAFETY DRAWINGS FOR ALL WALL TYPES AND PARTITION CONSTRUCTION. 13. COORDINATE WITH OVERALL SITE PLAN, CIVIL, LANDSCAPE, ELECTRICAL, MECHANICAL PLUMBING AND FIRE PROTECTION DRAWINGS FOR ALL SITE CONDITIONS. 14. SLOPE ALL FLOORS TO DRAIN DOWN TO WHERE A FLOOR DRAIN HAS BEEN PROVIDED. ALL SLOPED SLABS AND RECESSED SLAB AREAS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH T.C.A. RECOMMENDATIONS. FLOOR PLAN GENERAL NOTES 2 1/2" RECESSED FOR WOOD FLOORING / GYM 2" RECESSED FOR CERAMIC TILE, QUARRY TILE & ART LAB SLOPE 3" RECESSED FOR QUARRY CERAMIC TILE AT GYM 4" CONC. CURB FOR LOCKERS SOUND TRANSMISSION CLASS RATING LOW WALL / LOW STUD PARTITION (SEE INTERIOR ELEVATIONS) NOTE A* PROVIDE ST. STL DOWNSPOUT NOZZE ASSEMBLY FLUSH TO FINISH WALL, EQUAL TO ZURN ZANB-199-SS WITH SCREEN. CONTRACTOR TO COORDINATE INSTALLATION 12" ABOVE FINISHED FLOOR (TYP.), REFER TO PLUMBING DRAWINGS FOR PIPE SIZE. STOREFRONT TYPE TAG EXISTING WALL REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:56:06 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN FLOOR PLAN LEVEL 01 - OVERALL FCD A2.01 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1" = 20'-0" FCD A2.01 1 OVERALL FLOOR PLAN, LEVEL 01 N PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 102 SF OFFICE 63 SF JANITOR 331 SF STORAGE 835 SF CLASSROOM 835 SF CLASSROOM 843 SF CLASSROOM 63 SF JANITOR 69 SF TOILET 787 SF COLLABORATION 940 SF CLASSROOM 930 SF CLASSROOM 903 SF TEACHER PLANNING 102 SF OFFICE 70 SF TOILET 1,136 SF SCIENCE & MAKER SPACE 92 SF STORAGE 302 SF MECHANICAL & ELECTRICAL 70 SF IDF 135 SF DISTANCED LEARNING 214 SF GIRL'S RESTROOM 344 SF STORAGE 114 SF SMALL GROUP 204 SF BOY'S RESTROOM 1,118 SF SCIENCE & MAKER SPACE 73 SF IDF 302 SF MECHANICAL & ELECTRICAL 134 SF DISTANCED LEARNING 109 SF SMALL GROUP 865 SF CLASSROOM 764 SF COLLABORATION 940 SF CLASSROOM 860 SF CLASSROOM 870 SF CLASSROOM 235 SF GIRL'S RESTROOM 70 SF TOILET 929 SF CLASSROOM 909 SF TEACHER PLANNING 200 SF BOY'S RESTROOM 113 SF SMALL GROUP 110 SF SMALL GROUP 70 SF TOILET 81 SF ELEVATOR 3,296 SF MECHANICAL PLATFORM 2,018 SF CIRCULATION 2,067 SF CIRCULATION FLOOR PLAN LEGEND PROPERTY LINE CONCRETE MASONRY CONCRETE DRYWALL / STUD PARTITION PROJECT LIMIT LINE BUILDING SECTION TAG WALL SECTION TAG EXTERIOR ELEVATION TAG /1 A-101 1 A-101 SIM 1 A101 SIM X X X X INTERIOR ELEVATION TAG FENCE LINE DOOR NUMBER TAG WINDOW TYPE TAG LOUVER TYPE TAG A-101 1 1 1 1 101 1t ABV (-2") COLUMN GRID SLAB DEPRESSION 0 SPOT ELEVATION CENTERLINE BREAKLINE Room Name Top Room Name Bot Room Number Program SF/Actual SF Life Safety SF Life Safety SF/Occupants Life Safety Occupants Rev. No. -/-/- Date ROOM ID TAG REVISION TAG 1. BEFORE INSTALLATION, CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT THE EXACT MOUNTING LOCATIONS OF ALL SWITCHES, WALL RECEPTACLES, PLUGS, FEC AND OTHER WALL MOUNTED FIXTURES AND SPECIALTY GRAPHICS / FINISHES. NO SWITCHES, DEVICES, EQUIPMENT, ETC. IS TO BE INSTALLED IN SPECIALTY FINISH / DISPLAY WALL AREAS. 2. REFER TO ENLARGED FLOOR PLAN DRAWINGS AND DETAILS FOR ADDITIONAL DIMENSIONS. 3. REFER TO CIVIL DRAWINGS FOR ALL GRADING INFORMATION. 4. DIMENSIONS ARE TYPICALLY SHOWN FROM OUTSIDE FACE OF CMU WALL TO OUTSIDE FACE OF CMU WALL, OR CENTERLINE OF PARTITION, UNLESS NOTED OTHERWISE CONTRACTOR SHALL NOTE SPECIAL LOCATIONS IN WHICH "CLEAR" DIMENSION IS SPECIFIED. (DIMENSIONS ARE FROM FINISH TO FINISH.) 5. ALL EXPOSED AREAS INCLUDING ALL SYSTEMS ARE TO BE FULLY PAINTED INCLUDING COLOR CODING OF ALL SYSTEMS AND PIPING. COLORS ARE TO BE SELECTED BY ARCHITECT FROM FULL RANGE. 6. CONTRACTOR TO COORDINATE THE LOCATION OF ALL TEMPORARY DUST AND PROTECTION BARRIERS TO MAINTAIN SAFE ACCESS TO EGRESS AT ALL TIMES. CONSTRUCTION IAQ MANAGEMENT PLAN SHALL BE POSTED AT ALL TIMES. 7. CONTRACTOR TO MAINTAIN ALL PROTECTED WALL ASSEMBLIES AND OPENING RATINGS. 8. ALL SLAB RECESSES ARE TO BE COORDINATED AND CONFIRMED PRIOR TO CONSTRUCTION OF FLOOR SLAB. 9. PROVIDE WALL PROTECTION SYSTEMS PER SPECIFICATIONS. 10. PROVIDE SLOPE TO DRAIN AT ALL MECHANICAL ROOM FLOORS PRIOR TO INSTALLATION OF SERVICE PAD. PROVIDE WATERPROOFING PEDESTRIAN MEMBRANE AT ALL ELEVATED MECHANICAL ROOM FLOOR AREAS. 11. PROVIDE ANTI-FRACTURE AND WATERPROOFING MEMBRANE AT ALL TOILET AND SHOWER (INDIVIDUAL AND GROUP) ROOMS ABOVE THE GROUND FLOOR. 12. CONTRACTOR TO COORDINATE WITH SHEET A-650, FINISH PLANS AND LIFE SAFETY DRAWINGS FOR ALL WALL TYPES AND PARTITION CONSTRUCTION. 13. COORDINATE WITH OVERALL SITE PLAN, CIVIL, LANDSCAPE, ELECTRICAL, MECHANICAL PLUMBING AND FIRE PROTECTION DRAWINGS FOR ALL SITE CONDITIONS. 14. SLOPE ALL FLOORS TO DRAIN DOWN TO WHERE A FLOOR DRAIN HAS BEEN PROVIDED. ALL SLOPED SLABS AND RECESSED SLAB AREAS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH T.C.A. RECOMMENDATIONS. FLOOR PLAN GENERAL NOTES 2 1/2" RECESSED FOR WOOD FLOORING / GYM 2" RECESSED FOR CERAMIC TILE, QUARRY TILE & ART LAB SLOPE 3" RECESSED FOR QUARRY CERAMIC TILE AT GYM 4" CONC. CURB FOR LOCKERS SOUND TRANSMISSION CLASS RATING LOW WALL / LOW STUD PARTITION (SEE INTERIOR ELEVATIONS) NOTE A* PROVIDE ST. STL DOWNSPOUT NOZZE ASSEMBLY FLUSH TO FINISH WALL, EQUAL TO ZURN ZANB-199-SS WITH SCREEN. CONTRACTOR TO COORDINATE INSTALLATION 12" ABOVE FINISHED FLOOR (TYP.), REFER TO PLUMBING DRAWINGS FOR PIPE SIZE. STOREFRONT TYPE TAG EXISTING WALL REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:56:14 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN FLOOR PLAN LEVEL 02 - OVERALL FCD A2.02 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1" = 20'-0" FCD A2.02 1 OVERALL FLOOR PLAN, LEVEL 2 N PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note 1" / 1'-0" 1" / 1'-0" 1" / 1'-0" 1" / 1'-0" 1" / 1'-0" 1 1 1 1 1 2 2 1 1 RIDGE 3 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 1 1 1 1 MG-1 MG-1 MRP-2 MRP-2 MRP-3 MRP-2 MRP-3 MRP-2 MRP-3 MRP-3 MRP-3 MRP-2 MRP-3 MRP-3 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2 3 1/8" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2 1/8" / 1'-0" 3/8" / 1'-0" 1 3/8" / 1'-0" 2" / 1'-0" 3 1/4" / 1'-0" 2" / 1'-0" 2" / 1'-0" 3 3/4" / 1'-0" 1/2" / 1'-0" 1" / 1'-0" 1" / 1'-0" 1" / 1'-0" ROOFING LEGEND 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 FLORIDA BUILDING CODE (FBC) WITH THE APPLICABLE SUPPLEMENTS, AS NOTED ON THE CONTRACT DRAWINGS. CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY FLORIDA 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. ALL OVERFLOW SCUPPERS (Os) SHALL BE SET NOT LESS THAN 2" NOR MORE THAN 4" ABOVE THE ROOF LINE AT THE PRIMARY DRAIN. 2. SEE DETAILS FOR COLLECTOR HEAD (CH), AND OVERFLOW (Os) SCUPPER SPECIFIED ABOVE. 3. 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. 4. REFER TO STRUCTURAL DRAWINGS FOR HEIGHT OF ROOF DECK AND COORDINATION OF DRAIN/SCUPPER OPENINGS. 5. COORDINATE ALL HIGH AND LOW POINTS OF JOISTS WITH STRUCTURAL DRAWINGS. 6. SEE SITE PLAN FOR COORDINATION / LOCATION OF ALL WALKWAY CONNECTIONS. 7. ALL ROOF & HURRICANE ANCHORING CABLES, FLASHING, GUTTERS, CATCHBOX, DOWNSPOUTS / LEADERS, STRAPS AND COPING SHALL BE METAL PER SPECIFICATION. 8. PROVIDE UL 96 AND NFPA 780 LISTED LIGHTNING PROTECTION SYSTEM FOR ALL ROOF AND CANOPY AREAS. SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 9. 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. 10. ALL WOOD COMPONENTS TO BE PRESSURE TREATED. 11. ROOFING TO HAVE HIGH ALBEDO COATING PER SPECIFICATIONS FOR CONTINUOUS SURFACE AT TIME OF PROJECT COMPLETION. 12. ALL ROOFING INSULATION TO HAVE R-30 MINIMUM AT ALL AREAS. SLOPED INSULATION AND COVERBOARD SHALL BE ABOVE REQUIRED MINIMUM R-VALUE. 13. ALL AREAS ARE TO HAVE ROOF PROTECTION FOR ALL OPENINGS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC) W/ APPLICABLE SUPPLEMENTS. 14. 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 (FBC SECTION 1519.16) FOR ALL ROOF DECKS. 15. CONTRACTOR TO MAINTAIN MINIMUM 48" CLEAR AREA IN FRONT OF ALL SCUPPER OPENINGS. 16. ALL ROOF CURBS SHALL COMPLY WITH FBC CH. 15 SECTION 1511.7. 17. IF REQUIRED, PROVIDE ALL SAFETY TIE-OFF LOCATIONS AND ANCHORS PER MANUFACTURER'S RECOMMENDATIONS AND OSHA REGULATIONS. 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. ROOF STORM DRAINAGE CALCULATIONS ROOF AREA HORIZ. PROJ. AREA (H) TOTAL AREA (H+V)=T ZONES REQUIRED FLOW RATE IN GALLONS PER MINUTE 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 FBC-P TABLE 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. CALCULATIONS BASED ON IBC PLUMBING TABLE 1106.2 & FIGURE 1106.1 2. RAIN WATER CALCULATIONS BASED ON A 5" PER HOUR RATE OF RAINFALL, CODE ONLY REQUIRES 4.5" PER IBC FIGURE 1106.1 3. REQUIRED ROOF DRAINAGE IN GALLONS PER MINUTE = ( 0.0104) X (RAINFALL RATE) X (ROOF AREA) 4. RAINFALL RATE IS EXPRESSED IN INCHES PER HOUR. / ROOF AREA IS GIVEN IN SQUARE FEET. 5. 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 2,953 SF 598 SF 3,551 SF 184 GMP 1,076 GPM - (2)- 6" LEADERS (4)- 16" WIDE X 5" HIGH SCUPPERS - A3 2,858 SF 150 SF 3,008 SF 157 GMP - - A4 2,626 SF 140 SF 2,766 SF 144 GMP - - A5 3,731 SF 598 SF 4,329 SF 225 GMP (2)- 6" INT. DRAINS (1) 8" VERTICAL STACK B1 838 SF 282 SF 1,120 SF 58 GMP B2 8,953 SF 1,848 SF 10,801 SF 562 GMP - - B3 4,763 SF 330 SF 5,093 SF 265 GMP 360 GPM - - 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 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 FBC-P TABLE 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 REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:56:16 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN ROOF PLAN - OVERALL FCD A4.01 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1" = 20'-0" FCD A4.01 1 ROOF PLAN - OVERALL Copy 2 N 1 DASHED LINE INDICATES FACE OF WALL BELOW 2 DASHED LINE INDICATES EDGE OF CANOPY BELOW 3 DASHED LINE INDICATES ROOF CRICKETS BELOW PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note LEVEL 01 0" LEVEL 02 14' - 0" 2C A6.01 A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A1.2 A5.4 A7.1 A8.1 A9.1 A10.1 A0.1 A5.3 A5.1 LEVEL 01 0" LEVEL 02 14' - 0" AA AB AC AD AE AF AG AH AA.1 AJ.1 AK.1 AH.1 AC.1 AB.2 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" CAST IN PLACE 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 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:56:39 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA A (6-8) FCD A5.01 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1/8" = 1'-0" FCD A5.01 2 EXTERIOR ELEVATION - 6-8 NORTH BUILDING, NORTH ELEVATION Scale: 1/8" = 1'-0" FCD A5.01 1 EXTERIOR ELEVATION - 6-8 NORTH BUILDING, EAST ELEVATION 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 OCCULUS DORMER 4 ALUMINUM FRAMED GLAZING SYSTEM 5 ALUMINUM FRAMED WINDOW GLAZING SYSTEM 6 HURRICANE RATED LOUVER. COLOR TO MATCH _____. RE: MECHANICAL 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 8 EXPOSED STRUCTURAL STEEL COLUMNS WITH CAST IN PLACE CONCRETE BASE. HIGH PERFORMANCE PAINT FINISH ON STEEL COLUMNS. 9 CAST IN PLACE CONCRETE STAIRS 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 11 CUSTOM PATTERNED PERFORATED METAL PANEL BRIS SOLEIL SHADE SCREEN ON STEEL SUBSTRUCTURE 12 PRE-FINISHED METAL PARAPET CAP 13 FROSTED GLASS (40% TRANSLUCENT) 14 2'-0" HORIZONTAL SUN SHADE 15 18" TALL ALUMINUM LETTERS 16 OPERABLE GLAZING WALL SYSTEM 17 FRAMED SHADE CANOPY 18 FENCE & GATE PER LANDSCAPE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 21 UHPC PERFORATED CLADDING PANEL (PATTERN A) 22 UHPC PERFORATED CLADDING PANEL (PATTERN B) 23 DUCTWORK, PIPING, & EQUIPMENT PER MECH 25 MONUMENT SIGN - 36" HIGH EXTRUDED ALUMUNIM LETTERS 2 1 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note LEVEL 01 0" LEVEL 02 14' - 0" AA AB AC AD AE AF AG AH AA.1 AJ.1 AK.1 AH.1 AB.1 AC.1 AB.2 LEVEL 01 0" LEVEL 02 14' - 0" 2C A6.01 A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A1.2 A5.4 A7.1 A8.1 A9.1 A10.1 A0.1 A5.3 A5.1 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" CAST IN PLACE 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 # LEVEL 01 0" LEVEL 02 14' - 0" 2C A6.01 A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A1.2 A7.1 A8.1 A9.1 A10.1 A0.1 A5.3 A5.1 REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:56:46 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA A (6-8) FCD A5.02 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1/8" = 1'-0" FCD A5.02 1 EXTERIOR ELEVATION - 6-8 NORTH BUILDING, WEST ELEVATION Scale: 1/8" = 1'-0" FCD A5.02 3 EXTERIOR ELEVATION - 6-8 NORTH BUILDING, OVERALL SOUTH ELEVATION Copy 1 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 OCCULUS DORMER 4 ALUMINUM FRAMED GLAZING SYSTEM 5 ALUMINUM FRAMED WINDOW GLAZING SYSTEM 6 HURRICANE RATED LOUVER. COLOR TO MATCH _____. RE: MECHANICAL 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 8 EXPOSED STRUCTURAL STEEL COLUMNS WITH CAST IN PLACE CONCRETE BASE. HIGH PERFORMANCE PAINT FINISH ON STEEL COLUMNS. 9 CAST IN PLACE CONCRETE STAIRS 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 11 CUSTOM PATTERNED PERFORATED METAL PANEL BRIS SOLEIL SHADE SCREEN ON STEEL SUBSTRUCTURE 12 PRE-FINISHED METAL PARAPET CAP 13 FROSTED GLASS (40% TRANSLUCENT) 14 2'-0" HORIZONTAL SUN SHADE 15 18" TALL ALUMINUM LETTERS 16 OPERABLE GLAZING WALL SYSTEM 17 FRAMED SHADE CANOPY 18 FENCE & GATE PER LANDSCAPE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 21 UHPC PERFORATED CLADDING PANEL (PATTERN A) 22 UHPC PERFORATED CLADDING PANEL (PATTERN B) 23 DUCTWORK, PIPING, & EQUIPMENT PER MECH 25 MONUMENT SIGN - 36" HIGH EXTRUDED ALUMUNIM LETTERS Scale: 1/8" = 1'-0" FCD A5.02 2 EXTERIOR ELEVATION - 6-8 NORTH BUILDING, SOUTH ELEVATION Copy 1 1 2 3 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note LEVEL 01 0" LEVEL 02 14' - 0" 3C A6.01 B1 B2 B3 B4 B5 B6 B7 B8 B10 B9 B0.1 BA.5 B5.2 B9.1 B5.1 B5.3 LEVEL 01 0" LEVEL 02 14' - 0" BA BB BC BD BE BF BG BH BA.1 BA.4 BA.2 BJ BF.2 BE.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" CAST IN PLACE 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 # LEVEL 01 0" LEVEL 02 14' - 0" 3C A6.01 B1 B2 B3 B4 B5 B6 B7 B8 B10 B9 B0.1 BA.5 B5.2 B9.1 BA.6 B5.1 B5.3 REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:56:54 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA B (6-8) FCD A5.03 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1/8" = 1'-0" FCD A5.03 3 EXTERIOR ELEVATION - 6-8 SOUTH BUILDING, OVERALL NORTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.03 1 EXTERIOR ELEVATION - 6-8 SOUTH BUILDING, EAST ELEVATION Copy 1 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 OCCULUS DORMER 4 ALUMINUM FRAMED GLAZING SYSTEM 5 ALUMINUM FRAMED WINDOW GLAZING SYSTEM 6 HURRICANE RATED LOUVER. COLOR TO MATCH _____. RE: MECHANICAL 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 8 EXPOSED STRUCTURAL STEEL COLUMNS WITH CAST IN PLACE CONCRETE BASE. HIGH PERFORMANCE PAINT FINISH ON STEEL COLUMNS. 9 CAST IN PLACE CONCRETE STAIRS 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 11 CUSTOM PATTERNED PERFORATED METAL PANEL BRIS SOLEIL SHADE SCREEN ON STEEL SUBSTRUCTURE 12 PRE-FINISHED METAL PARAPET CAP 13 FROSTED GLASS (40% TRANSLUCENT) 14 2'-0" HORIZONTAL SUN SHADE 15 18" TALL ALUMINUM LETTERS 16 OPERABLE GLAZING WALL SYSTEM 17 FRAMED SHADE CANOPY 18 FENCE & GATE PER LANDSCAPE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 21 UHPC PERFORATED CLADDING PANEL (PATTERN A) 22 UHPC PERFORATED CLADDING PANEL (PATTERN B) 23 DUCTWORK, PIPING, & EQUIPMENT PER MECH 25 MONUMENT SIGN - 36" HIGH EXTRUDED ALUMUNIM LETTERS Scale: 1/8" = 1'-0" FCD A5.03 2 EXTERIOR ELEVATION - 6-8 SOUTH BUILDING, NORTH ELEVATION Copy 1 3 1 2 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note LEVEL 01 0" LEVEL 02 14' - 0" BA BB BC BD BE BF BG BH BA.1 BA.4 BA.2 BJ BF.2 BE.1 LEVEL 01 0" LEVEL 02 14' - 0" 3C A6.01 B1 B2 B3 B4 B5 B6 B7 B8 B10 B9 B0.1 BA.5 B5.2 B9.1 B0.3 B5.1 B5.3 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" CAST IN PLACE 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 # LEVEL 01 0" LEVEL 02 14' - 0" 3C A6.01 B1 B2 B3 B4 B5 B6 B7 B8 B10 B9 B0.1 BA.5 B5.2 B9.1 B0.3 B5.1 B5.3 REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:57:05 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA B (6-8) FCD A5.04 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1/8" = 1'-0" FCD A5.04 1 EXTERIOR ELEVATION - 6-8 SOUTH BUILDING, WEST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.04 3 EXTERIOR ELEVATION - 6-8 OSOUTH BUILDING, OVERALL SOUTH ELEVATION Copy 1 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 OCCULUS DORMER 4 ALUMINUM FRAMED GLAZING SYSTEM 5 ALUMINUM FRAMED WINDOW GLAZING SYSTEM 6 HURRICANE RATED LOUVER. COLOR TO MATCH _____. RE: MECHANICAL 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 8 EXPOSED STRUCTURAL STEEL COLUMNS WITH CAST IN PLACE CONCRETE BASE. HIGH PERFORMANCE PAINT FINISH ON STEEL COLUMNS. 9 CAST IN PLACE CONCRETE STAIRS 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 11 CUSTOM PATTERNED PERFORATED METAL PANEL BRIS SOLEIL SHADE SCREEN ON STEEL SUBSTRUCTURE 12 PRE-FINISHED METAL PARAPET CAP 13 FROSTED GLASS (40% TRANSLUCENT) 14 2'-0" HORIZONTAL SUN SHADE 15 18" TALL ALUMINUM LETTERS 16 OPERABLE GLAZING WALL SYSTEM 17 FRAMED SHADE CANOPY 18 FENCE & GATE PER LANDSCAPE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 21 UHPC PERFORATED CLADDING PANEL (PATTERN A) 22 UHPC PERFORATED CLADDING PANEL (PATTERN B) 23 DUCTWORK, PIPING, & EQUIPMENT PER MECH 25 MONUMENT SIGN - 36" HIGH EXTRUDED ALUMUNIM LETTERS Scale: 1/8" = 1'-0" FCD A5.04 2 EXTERIOR ELEVATION - 6-8 SOUTH BUILDING, SOUTH ELEVATION 2 1 3 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note 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" CAST IN PLACE 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 4B A6.02 CC.1 CD.1 CE.1 C2 A6.02 4 A6.21 C5 C2 C3 C1 C4 C6 C7 C8 C9 C10 C12 C11 SHEET NOTES # REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:57:28 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA C (GYM) FCD A5.05 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1/8" = 1'-0" FCD A5.05 1 EXTERIOR ELEVATION - GYM BUILDING, EAST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.05 2 EXTERIOR ELEVATION - GYM BUILDING, NORTH ELEVATION Copy 1 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 OCCULUS DORMER 4 ALUMINUM FRAMED GLAZING SYSTEM 5 ALUMINUM FRAMED WINDOW GLAZING SYSTEM 6 HURRICANE RATED LOUVER. COLOR TO MATCH _____. RE: MECHANICAL 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 8 EXPOSED STRUCTURAL STEEL COLUMNS WITH CAST IN PLACE CONCRETE BASE. HIGH PERFORMANCE PAINT FINISH ON STEEL COLUMNS. 9 CAST IN PLACE CONCRETE STAIRS 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 11 CUSTOM PATTERNED PERFORATED METAL PANEL BRIS SOLEIL SHADE SCREEN ON STEEL SUBSTRUCTURE 12 PRE-FINISHED METAL PARAPET CAP 13 FROSTED GLASS (40% TRANSLUCENT) 14 2'-0" HORIZONTAL SUN SHADE 15 18" TALL ALUMINUM LETTERS 16 OPERABLE GLAZING WALL SYSTEM 17 FRAMED SHADE CANOPY 18 FENCE & GATE PER LANDSCAPE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 21 UHPC PERFORATED CLADDING PANEL (PATTERN A) 22 UHPC PERFORATED CLADDING PANEL (PATTERN B) 23 DUCTWORK, PIPING, & EQUIPMENT PER MECH 25 MONUMENT SIGN - 36" HIGH EXTRUDED ALUMUNIM LETTERS 2 1 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note 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" CAST IN PLACE 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 C2 A6.02 4 A6.21 C5 C2 C3 C1 C4 C6 C7 C8 C9 C10 C12 C11 LEVEL 01 0" 4B A6.02 CC CD CG CF CE CC.1 CD.1 CE.1 CH C2 A6.02 4 A6.21 C5 C2 C3 C1 C4 C6 C7 C8 C9 C10 C12 C11 SHEET NOTES # LEVEL 01 0" REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:57:41 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA C (GYM) FCD A5.06 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1/8" = 1'-0" FCD A5.06 4 EXTERIOR ELEVATION - GYM BUILDING, OVERALL SOUTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.06 1 EXTERIOR ELEVATION - GYM BUILDING, WEST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.06 3 EXTERIOR ELEVATION - GYM BUILDING, SOUTH ELEVATION 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 OCCULUS DORMER 4 ALUMINUM FRAMED GLAZING SYSTEM 5 ALUMINUM FRAMED WINDOW GLAZING SYSTEM 6 HURRICANE RATED LOUVER. COLOR TO MATCH _____. RE: MECHANICAL 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 8 EXPOSED STRUCTURAL STEEL COLUMNS WITH CAST IN PLACE CONCRETE BASE. HIGH PERFORMANCE PAINT FINISH ON STEEL COLUMNS. 9 CAST IN PLACE CONCRETE STAIRS 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 11 CUSTOM PATTERNED PERFORATED METAL PANEL BRIS SOLEIL SHADE SCREEN ON STEEL SUBSTRUCTURE 12 PRE-FINISHED METAL PARAPET CAP 13 FROSTED GLASS (40% TRANSLUCENT) 14 2'-0" HORIZONTAL SUN SHADE 15 18" TALL ALUMINUM LETTERS 16 OPERABLE GLAZING WALL SYSTEM 17 FRAMED SHADE CANOPY 18 FENCE & GATE PER LANDSCAPE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 21 UHPC PERFORATED CLADDING PANEL (PATTERN A) 22 UHPC PERFORATED CLADDING PANEL (PATTERN B) 23 DUCTWORK, PIPING, & EQUIPMENT PER MECH 25 MONUMENT SIGN - 36" HIGH EXTRUDED ALUMUNIM LETTERS Scale: 1/8" = 1'-0" FCD A5.06 2 EXTERIOR ELEVATION - GYM BUILDING, NORTHWEST ELEVATION 1 2 4 3 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note 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" CAST IN PLACE 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 LEVEL 01 0" LEVEL 02 14' - 0" 3A A6.03 DM DH DD DP DN LEVEL 01 0" LEVEL 02 14' - 0" 2B A6.03 D7 D11 D6 D3 D1 D1.1 D1.2 D3.1 D3.2 D7.1 D12 D13 D14 LEVEL 01 0" LEVEL 02 14' - 0" D2 D4 D8 D5 D9 D10 D7.2 D3.3 LEVEL 01 0" LEVEL 02 14' - 0" EH DC DE DG DJ DL DK DF D3.4 SHEET NOTES # REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:58:10 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA D (ADMIN) FCD A5.07 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1/8" = 1'-0" FCD A5.07 1 EXTERIOR ELEVATION - ADMIN BUILDING WEST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.07 4 EXTERIOR ELEVATION - ADMIN BUILDING, NORTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.07 2 EXTERIOR ELEVATION - ADMIN BUILDING, SOUTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.07 3 EXTERIOR ELEVATION - ADMIN BUILDNIG, EAST ELEVATION Copy 1 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 OCCULUS DORMER 4 ALUMINUM FRAMED GLAZING SYSTEM 5 ALUMINUM FRAMED WINDOW GLAZING SYSTEM 6 HURRICANE RATED LOUVER. COLOR TO MATCH _____. RE: MECHANICAL 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 8 EXPOSED STRUCTURAL STEEL COLUMNS WITH CAST IN PLACE CONCRETE BASE. HIGH PERFORMANCE PAINT FINISH ON STEEL COLUMNS. 9 CAST IN PLACE CONCRETE STAIRS 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 11 CUSTOM PATTERNED PERFORATED METAL PANEL BRIS SOLEIL SHADE SCREEN ON STEEL SUBSTRUCTURE 12 PRE-FINISHED METAL PARAPET CAP 13 FROSTED GLASS (40% TRANSLUCENT) 14 2'-0" HORIZONTAL SUN SHADE 15 18" TALL ALUMINUM LETTERS 16 OPERABLE GLAZING WALL SYSTEM 17 FRAMED SHADE CANOPY 18 FENCE & GATE PER LANDSCAPE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 21 UHPC PERFORATED CLADDING PANEL (PATTERN A) 22 UHPC PERFORATED CLADDING PANEL (PATTERN B) 23 DUCTWORK, PIPING, & EQUIPMENT PER MECH 25 MONUMENT SIGN - 36" HIGH EXTRUDED ALUMUNIM LETTERS 4 3 2 1 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note 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" CAST IN PLACE 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 LEVEL 01 0" LEVEL 02 14' - 0" 2B A6.03 E2 E3 E4 D3.2 EG.3 E5 E6 1 A6.23 LEVEL 01 0" LEVEL 02 14' - 0" 3C A6.03 EB EC ED EE EF EG EH EA EB.1 EG.1 LEVEL 01 0" LEVEL 02 14' - 0" 2B A6.03 E2 E3 E4 D3.2 EG.3 E5 E6 1 A6.23 LEVEL 01 0" LEVEL 02 14' - 0" 3C A6.03 EB EC ED EE EF EG EH EA EB.1 EG.1 SHEET NOTES # REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:58:55 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA E (MEDIA) FCD A5.08 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1/8" = 1'-0" FCD A5.08 4 EXTERIOR ELEVATION - MEDIA BUILDING, NORTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.08 3 EXTERIOR ELEVATION - MEDIA BUILDING, EAST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.08 2 EXTERIOR ELEVATION - MEDIA BUILDING, SOUTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.08 1 EXTERIOR ELEVATION - MEDIA BUILDING, WEST ELEVATION Copy 1 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 OCCULUS DORMER 4 ALUMINUM FRAMED GLAZING SYSTEM 5 ALUMINUM FRAMED WINDOW GLAZING SYSTEM 6 HURRICANE RATED LOUVER. COLOR TO MATCH _____. RE: MECHANICAL 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 8 EXPOSED STRUCTURAL STEEL COLUMNS WITH CAST IN PLACE CONCRETE BASE. HIGH PERFORMANCE PAINT FINISH ON STEEL COLUMNS. 9 CAST IN PLACE CONCRETE STAIRS 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 11 CUSTOM PATTERNED PERFORATED METAL PANEL BRIS SOLEIL SHADE SCREEN ON STEEL SUBSTRUCTURE 12 PRE-FINISHED METAL PARAPET CAP 13 FROSTED GLASS (40% TRANSLUCENT) 14 2'-0" HORIZONTAL SUN SHADE 15 18" TALL ALUMINUM LETTERS 16 OPERABLE GLAZING WALL SYSTEM 17 FRAMED SHADE CANOPY 18 FENCE & GATE PER LANDSCAPE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 21 UHPC PERFORATED CLADDING PANEL (PATTERN A) 22 UHPC PERFORATED CLADDING PANEL (PATTERN B) 23 DUCTWORK, PIPING, & EQUIPMENT PER MECH 25 MONUMENT SIGN - 36" HIGH EXTRUDED ALUMUNIM LETTERS 4 1 3 2 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note 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" CAST IN PLACE 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 LEVEL 01 0" LEVEL 02 14' - 0" 4D A6.03 F3 F5 F1 F2 F4 LEVEL 01 0" LEVEL 02 14' - 0" 4A A6.03 FD FA FB FC LEVEL 01 0" LEVEL 02 14' - 0" 4D A6.03 F3 F5 F1 F2 F4 LEVEL 01 0" LEVEL 02 14' - 0" 4A A6.03 FD FA FB FC SHEET NOTES # LEVEL 01 0" LEVEL 01 0" LEVEL 01 0" LEVEL 01 0" REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:59:01 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA F (DINING) FCD A5.09 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1/8" = 1'-0" FCD A5.09 7 EXTERIOR ELEVATION - COMMMONS BUILDING, NORTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.09 5 EXTERIOR ELEVATION - COMMONS BUILDING, EAST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.09 2 EXTERIOR ELEVATION - COMMONS BUILDING, SOUTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.09 1 EXTERIOR ELEVATION - COMMONS BUILDING, WEST ELEVATION Copy 1 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 OCCULUS DORMER 4 ALUMINUM FRAMED GLAZING SYSTEM 5 ALUMINUM FRAMED WINDOW GLAZING SYSTEM 6 HURRICANE RATED LOUVER. COLOR TO MATCH _____. RE: MECHANICAL 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 8 EXPOSED STRUCTURAL STEEL COLUMNS WITH CAST IN PLACE CONCRETE BASE. HIGH PERFORMANCE PAINT FINISH ON STEEL COLUMNS. 9 CAST IN PLACE CONCRETE STAIRS 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 11 CUSTOM PATTERNED PERFORATED METAL PANEL BRIS SOLEIL SHADE SCREEN ON STEEL SUBSTRUCTURE 12 PRE-FINISHED METAL PARAPET CAP 13 FROSTED GLASS (40% TRANSLUCENT) 14 2'-0" HORIZONTAL SUN SHADE 15 18" TALL ALUMINUM LETTERS 16 OPERABLE GLAZING WALL SYSTEM 17 FRAMED SHADE CANOPY 18 FENCE & GATE PER LANDSCAPE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 21 UHPC PERFORATED CLADDING PANEL (PATTERN A) 22 UHPC PERFORATED CLADDING PANEL (PATTERN B) 23 DUCTWORK, PIPING, & EQUIPMENT PER MECH 25 MONUMENT SIGN - 36" HIGH EXTRUDED ALUMUNIM LETTERS Scale: 1/4" = 1'-0" FCD A5.09 8 TRASH ENCLOSURE - SOUTH ELEVATION Scale: 1/4" = 1'-0" FCD A5.09 4 TRASH ENCLOSURE - EAST ELEVATION Scale: 1/4" = 1'-0" FCD A5.09 6 TRASH ENCLOSURE - NORTH ELEVATION Scale: 1/4" = 1'-0" FCD A5.09 3 TRASH ENCLOSURE - WEST ELEVATION 7 5 2 1 3 4 6 8 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note 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" CAST IN PLACE 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 LEVEL 01 0" LEVEL 02 14' - 0" GA GB LEVEL 01 0" 5C A6.03 G1 G2 G3 G4 G5 G6 LEVEL 01 0" LEVEL 02 14' - 0" GA GB LEVEL 01 0" LEVEL 02 14' - 0" HB HA HB.1 LEVEL 01 0" LEVEL 02 14' - 0" HB HA HB.1 G16 LEVEL 01 0" LEVEL 02 14' - 0" 5C A6.03 H2 H3 H4 H5 H7 H6 K7 K6 H1 LEVEL 01 0" LEVEL 02 14' - 0" 5C A6.03 H2.1 H1.2 H3.1 H4.1 H5.1 H6.1 H2 H3 H4 H5 H7 H6 K7 K6 H1 SHEET NOTES # LEVEL 01 0" LEVEL 02 14' - 0" 5C A6.03 G1 G2 G3 G4 G5 G6 LEVEL 01 0" LEVEL 02 14' - 0" H5 H6 LEVEL 01 0" REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:59:10 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA G-H (ART-MUSIC) FCD A5.10 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1/8" = 1'-0" FCD A5.10 9 EXTERIOR ELEVATION - ARTS BUILDING, EAST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.10 10 EXTERIOR ELEVATION - ARTS BUILDING, NORTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.10 7 EXTERIOR ELEVATION - ARTS BUILDING, WEST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.10 1 EXTERIOR ELEVATION - MUSIC BUILDING WEST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.10 5 EXTERIOR ELEVATION - MUSIC BUILDING, EAST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.10 6 EXTERIOR ELEVATION - MUSIC BUILDING, NORTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.10 4 EXTERIOR ELEVATION - MUSIC BUILDING, SOUTH ELEVATION Copy 1 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 OCCULUS DORMER 4 ALUMINUM FRAMED GLAZING SYSTEM 5 ALUMINUM FRAMED WINDOW GLAZING SYSTEM 6 HURRICANE RATED LOUVER. COLOR TO MATCH _____. RE: MECHANICAL 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 8 EXPOSED STRUCTURAL STEEL COLUMNS WITH CAST IN PLACE CONCRETE BASE. HIGH PERFORMANCE PAINT FINISH ON STEEL COLUMNS. 9 CAST IN PLACE CONCRETE STAIRS 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 11 CUSTOM PATTERNED PERFORATED METAL PANEL BRIS SOLEIL SHADE SCREEN ON STEEL SUBSTRUCTURE 12 PRE-FINISHED METAL PARAPET CAP 13 FROSTED GLASS (40% TRANSLUCENT) 14 2'-0" HORIZONTAL SUN SHADE 15 18" TALL ALUMINUM LETTERS 16 OPERABLE GLAZING WALL SYSTEM 17 FRAMED SHADE CANOPY 18 FENCE & GATE PER LANDSCAPE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 21 UHPC PERFORATED CLADDING PANEL (PATTERN A) 22 UHPC PERFORATED CLADDING PANEL (PATTERN B) 23 DUCTWORK, PIPING, & EQUIPMENT PER MECH 25 MONUMENT SIGN - 36" HIGH EXTRUDED ALUMUNIM LETTERS Scale: 1/8" = 1'-0" FCD A5.10 8 EXTERIOR ELEVATION - ARTS BUILDING, SOUTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.10 3 PANEL ELEVATION Scale: 1/8" = 1'-0" FCD A5.10 2 PANEL ELEVATION 10 9 8 7 6 5 4 1 2 3 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note 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" CAST IN PLACE 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 LEVEL 01 0" JA JB LEVEL 01 0" 5A A6.03 J1 J2 J3 J4 J5 LEVEL 01 0" 5A A6.03 J1 J2 J3 J4 J5 LEVEL 01 0" JA JB LEVEL 01 0" G16 KA KB KE KD KF KG KC LEVEL 01 0" H2 K1 K3 K4 K5 K7 K6 K2 H1 LEVEL 01 0" K1 K3 K4 K5 K7 K6 K2 LEVEL 01 0" LEVEL 02 14' - 0" SHEET NOTES # LEVEL 01 0" REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:59:16 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA J-K-L (K-5) FCD A5.11 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1/8" = 1'-0" FCD A5.11 8 EXTERIOR ELEVATIONS - K-5 NORTH, BUILDING J, EAST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.11 9 EXTERIOR ELEVATIONS - K-5 NORTH, BUILDING J, NORTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.11 7 EXTERIOR ELEVATIONS - K-5 NORTH, BUILDING J, SOUTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.11 6 EXTERIOR ELEVATIONS - K-5 NORTH, BUILDING J, WEST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.11 3 EXTERIOR ELEVATIONS - K-5 NORTH, BUILDING K, EAST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.11 5 EXTERIOR ELEVATIONS - K-5 NORTH, BUILDING K, NORTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.11 2 EXTERIOR ELEVATIONS - K-5 NORTH, BUILDING K, SOUTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.11 1 EXTERIOR ELEVATIONS - K-5 NORTH, BUILDING K, WEST ELEVATION Copy 1 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 OCCULUS DORMER 4 ALUMINUM FRAMED GLAZING SYSTEM 5 ALUMINUM FRAMED WINDOW GLAZING SYSTEM 6 HURRICANE RATED LOUVER. COLOR TO MATCH _____. RE: MECHANICAL 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 8 EXPOSED STRUCTURAL STEEL COLUMNS WITH CAST IN PLACE CONCRETE BASE. HIGH PERFORMANCE PAINT FINISH ON STEEL COLUMNS. 9 CAST IN PLACE CONCRETE STAIRS 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 11 CUSTOM PATTERNED PERFORATED METAL PANEL BRIS SOLEIL SHADE SCREEN ON STEEL SUBSTRUCTURE 12 PRE-FINISHED METAL PARAPET CAP 13 FROSTED GLASS (40% TRANSLUCENT) 14 2'-0" HORIZONTAL SUN SHADE 15 18" TALL ALUMINUM LETTERS 16 OPERABLE GLAZING WALL SYSTEM 17 FRAMED SHADE CANOPY 18 FENCE & GATE PER LANDSCAPE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 21 UHPC PERFORATED CLADDING PANEL (PATTERN A) 22 UHPC PERFORATED CLADDING PANEL (PATTERN B) 23 DUCTWORK, PIPING, & EQUIPMENT PER MECH 25 MONUMENT SIGN - 36" HIGH EXTRUDED ALUMUNIM LETTERS Scale: 1/8" = 1'-0" FCD A5.11 4 PANEL ELEVATION 9 8 7 6 5 2 1 3 4 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note 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" CAST IN PLACE 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 LEVEL 01 0" 1A A6.04 LB LC LD LE LF LG MA LA LEVEL 01 0" L1 L2 LEVEL 01 0" 1A A6.04 LB LC LD LE LF LG MA LA LEVEL 01 0" L1 L2 SHEET NOTES # LEVEL 01 0" LD REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:59:24 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA J-K-L (K-5) FCD A5.12 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1/8" = 1'-0" FCD A5.12 2 EXTERIOR ELEVATIONS - K-5 NORTH, BUILDING L, WEST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.12 5 EXTERIOR ELEVATIONS - K-5 NORTH, BUILDING L, SOUTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.12 4 EXTERIOR ELEVATIONS - K-5 NORTH, BUILDING L, EAST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.12 3 EXTERIOR ELEVATIONS - K-5 NORTH, BUILDING L, NORTH ELEVATION Copy 1 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 OCCULUS DORMER 4 ALUMINUM FRAMED GLAZING SYSTEM 5 ALUMINUM FRAMED WINDOW GLAZING SYSTEM 6 HURRICANE RATED LOUVER. COLOR TO MATCH _____. RE: MECHANICAL 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 8 EXPOSED STRUCTURAL STEEL COLUMNS WITH CAST IN PLACE CONCRETE BASE. HIGH PERFORMANCE PAINT FINISH ON STEEL COLUMNS. 9 CAST IN PLACE CONCRETE STAIRS 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 11 CUSTOM PATTERNED PERFORATED METAL PANEL BRIS SOLEIL SHADE SCREEN ON STEEL SUBSTRUCTURE 12 PRE-FINISHED METAL PARAPET CAP 13 FROSTED GLASS (40% TRANSLUCENT) 14 2'-0" HORIZONTAL SUN SHADE 15 18" TALL ALUMINUM LETTERS 16 OPERABLE GLAZING WALL SYSTEM 17 FRAMED SHADE CANOPY 18 FENCE & GATE PER LANDSCAPE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 21 UHPC PERFORATED CLADDING PANEL (PATTERN A) 22 UHPC PERFORATED CLADDING PANEL (PATTERN B) 23 DUCTWORK, PIPING, & EQUIPMENT PER MECH 25 MONUMENT SIGN - 36" HIGH EXTRUDED ALUMUNIM LETTERS Scale: 1/8" = 1'-0" FCD A5.12 1 PANEL ELEVATION 3 4 5 2 1 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note 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" CAST IN PLACE 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 LEVEL 01 0" LF LG MA MB MC MD ME MF LEVEL 01 0" M1 M2 M2.1 LEVEL 01 0" M1 M2 M2.1 LEVEL 01 0" LF LG MA MB MC MD ME MF LEVEL 01 0" LEVEL 01 0" LEVEL 01 0" 1C A6.04 N3 N4 N5 N6 N1 N2 LEVEL 01 0" NA NB NA.1 SHEET NOTES # LEVEL 01 0" N4 REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:59:31 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA M-N-P (PRE-K) FCD A5.13 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1/8" = 1'-0" FCD A5.13 6 EXTERIOR ELEVATIONS - K-5 SOUTH, BUILDING M, WEST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.13 7 EXTERIOR ELEVATIONS - K-5 SOUTH, BUILDING M, SOUTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.13 9 EXTERIOR ELEVATIONS - K-5 SOUTH, BUILDING M, NORTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.13 8 EXTERIOR ELEVATIONS - K-5 SOUTH, BUILDING M, EAST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.13 1 EXTERIOR ELEVATIONS - K-5 SOUTH, BUILDING N, WEST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.13 2 EXTERIOR ELEVATIONS - K-5 SOUTH, BUILDING N, SOUTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.13 5 EXTERIOR ELEVATIONS - K-5 SOUTH, BUILDING N, NORTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.13 3 EXTERIOR ELEVATIONS - K-5 SOUTH, BUILDING N, EAST ELEVATION Copy 1 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 OCCULUS DORMER 4 ALUMINUM FRAMED GLAZING SYSTEM 5 ALUMINUM FRAMED WINDOW GLAZING SYSTEM 6 HURRICANE RATED LOUVER. COLOR TO MATCH _____. RE: MECHANICAL 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 8 EXPOSED STRUCTURAL STEEL COLUMNS WITH CAST IN PLACE CONCRETE BASE. HIGH PERFORMANCE PAINT FINISH ON STEEL COLUMNS. 9 CAST IN PLACE CONCRETE STAIRS 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 11 CUSTOM PATTERNED PERFORATED METAL PANEL BRIS SOLEIL SHADE SCREEN ON STEEL SUBSTRUCTURE 12 PRE-FINISHED METAL PARAPET CAP 13 FROSTED GLASS (40% TRANSLUCENT) 14 2'-0" HORIZONTAL SUN SHADE 15 18" TALL ALUMINUM LETTERS 16 OPERABLE GLAZING WALL SYSTEM 17 FRAMED SHADE CANOPY 18 FENCE & GATE PER LANDSCAPE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 21 UHPC PERFORATED CLADDING PANEL (PATTERN A) 22 UHPC PERFORATED CLADDING PANEL (PATTERN B) 23 DUCTWORK, PIPING, & EQUIPMENT PER MECH 25 MONUMENT SIGN - 36" HIGH EXTRUDED ALUMUNIM LETTERS Scale: 1/8" = 1'-0" FCD A5.13 4 PANEL ELEVATION 9 8 7 6 5 3 2 1 4 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note 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" CAST IN PLACE 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 LEVEL 01 0" PB PA PB.1 LEVEL 01 0" LEVEL 01 0" 3C A6.04 1C A6.04 P1 P2 P3 P4 P5 R2 R1 LEVEL 01 0" PB PA PB.1 SHEET NOTES # LEVEL 01 0" P2 REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:59:38 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA M-N-P (PRE-K) FCD A5.14 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1/8" = 1'-0" FCD A5.14 8 EXTERIOR ELEVATIONS - K-5 SOUTH, BUILDING P, EAST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.14 9 EXTERIOR ELEVATIONS - K-5 SOUTH, BUILDING P, NORTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.14 7 EXTERIOR ELEVATIONS - K-5 SOUTH, BUILDING P, SOUTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.14 6 EXTERIOR ELEVATIONS - K-5 SOUTH, BUILDING P, WEST ELEVATION Copy 1 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 OCCULUS DORMER 4 ALUMINUM FRAMED GLAZING SYSTEM 5 ALUMINUM FRAMED WINDOW GLAZING SYSTEM 6 HURRICANE RATED LOUVER. COLOR TO MATCH _____. RE: MECHANICAL 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 8 EXPOSED STRUCTURAL STEEL COLUMNS WITH CAST IN PLACE CONCRETE BASE. HIGH PERFORMANCE PAINT FINISH ON STEEL COLUMNS. 9 CAST IN PLACE CONCRETE STAIRS 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 11 CUSTOM PATTERNED PERFORATED METAL PANEL BRIS SOLEIL SHADE SCREEN ON STEEL SUBSTRUCTURE 12 PRE-FINISHED METAL PARAPET CAP 13 FROSTED GLASS (40% TRANSLUCENT) 14 2'-0" HORIZONTAL SUN SHADE 15 18" TALL ALUMINUM LETTERS 16 OPERABLE GLAZING WALL SYSTEM 17 FRAMED SHADE CANOPY 18 FENCE & GATE PER LANDSCAPE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 21 UHPC PERFORATED CLADDING PANEL (PATTERN A) 22 UHPC PERFORATED CLADDING PANEL (PATTERN B) 23 DUCTWORK, PIPING, & EQUIPMENT PER MECH 25 MONUMENT SIGN - 36" HIGH EXTRUDED ALUMUNIM LETTERS Scale: 1/8" = 1'-0" FCD A5.14 2 PANEL ELEVATION 9 8 7 6 2 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note 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" CAST IN PLACE 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 LEVEL 01 0" LEVEL 02 14' - 0" QA QB LEVEL 01 0" LEVEL 02 14' - 0" 3C A6.04 N6 Q1 Q3 Q4 Q2 Q5 Q6 LEVEL 01 0" LEVEL 02 14' - 0" QA QB LEVEL 01 0" LEVEL 02 14' - 0" 3C A6.04 P5 R2 R1 R3 R4 R5 R6 LEVEL 01 0" LEVEL 02 14' - 0" LEVEL 01 0" LEVEL 02 14' - 0" RA RB LEVEL 01 0" LEVEL 02 14' - 0" RA RB RA.1 SHEET NOTES # LEVEL 01 0" LEVEL 02 14' - 0" 3C A6.04 N6 Q1 Q3 Q4 Q2 Q5 Q6 LEVEL 01 0" 3C A6.04 R2 R1 LEVEL 01 0" Q4 REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:59:52 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA Q-R (COUNSEL) FCD A5.15 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION Scale: 1/8" = 1'-0" FCD A5.15 9 EXTERIOR ELEVATIONS - PK BUILDING, EAST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.15 10 EXTERIOR ELEVATIONS - PK BUILDING, NORTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.15 8 EXTERIOR ELEVATIONS - PK BUILDING, WEST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.15 6 EXTERIOR ELEVATIONS - COUNSELING BUILDING, NORTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.15 4 EXTERIOR ELEVATIONS - COUNSELING BUILDING, SOUTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.15 1 EXTERIOR ELEVATIONS - COUNSELING BUILDING, WEST ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.15 5 EXTERIOR ELEVATIONS - COUNSELING BUILDING, EAST ELEVATION Copy 1 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 OCCULUS DORMER 4 ALUMINUM FRAMED GLAZING SYSTEM 5 ALUMINUM FRAMED WINDOW GLAZING SYSTEM 6 HURRICANE RATED LOUVER. COLOR TO MATCH _____. RE: MECHANICAL 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 8 EXPOSED STRUCTURAL STEEL COLUMNS WITH CAST IN PLACE CONCRETE BASE. HIGH PERFORMANCE PAINT FINISH ON STEEL COLUMNS. 9 CAST IN PLACE CONCRETE STAIRS 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 11 CUSTOM PATTERNED PERFORATED METAL PANEL BRIS SOLEIL SHADE SCREEN ON STEEL SUBSTRUCTURE 12 PRE-FINISHED METAL PARAPET CAP 13 FROSTED GLASS (40% TRANSLUCENT) 14 2'-0" HORIZONTAL SUN SHADE 15 18" TALL ALUMINUM LETTERS 16 OPERABLE GLAZING WALL SYSTEM 17 FRAMED SHADE CANOPY 18 FENCE & GATE PER LANDSCAPE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 21 UHPC PERFORATED CLADDING PANEL (PATTERN A) 22 UHPC PERFORATED CLADDING PANEL (PATTERN B) 23 DUCTWORK, PIPING, & EQUIPMENT PER MECH 25 MONUMENT SIGN - 36" HIGH EXTRUDED ALUMUNIM LETTERS Scale: 1/8" = 1'-0" FCD A5.15 7 EXTERIOR ELEVATIONS - PK BUILDING, SOUTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.15 2 PANEL ELEVATION Scale: 1/8" = 1'-0" FCD A5.15 3 PANEL ELEVATION 10 9 7 8 6 5 4 1 2 3 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note 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" CAST IN PLACE 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 # LEVEL 1 - AREA S 22' - 0" LEVEL 1 - AREA S 22' - 0" LEVEL 03 28' - 0" LEVEL 1 - AREA S 22' - 0" LEVEL 1 - AREA S 22' - 0" REVISIONS - NOT FOR CONSTRUCTION - A B C D E F 1 2 3 4 5 KEY PLAN A B F C D N M L J 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 E K G H P Q R T 100 Biscayne Blvd., 27th Floor Miami. Florida 33132 t 305 .372 . 5222 e info@zyscovich.com w www.zyscovich.com S NORTH 8/12/2025 4:59:54 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN EXTERIOR ELEVATIONS - AREA S FCD A5.16 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION 1 STANDING SEAM METAL ROOF/WALL SYSTEM 2 TRANSLUCENT CANOPY WITH POTENTIAL SOLAR PV SYSTEM 3 OCCULUS DORMER 4 ALUMINUM FRAMED GLAZING SYSTEM 5 ALUMINUM FRAMED WINDOW GLAZING SYSTEM 6 HURRICANE RATED LOUVER. COLOR TO MATCH _____. RE: MECHANICAL 7 EXPOSED STRUCTURAL STEEL FRAMING MEMBERS. HIGH PERFORMANCE PAINT FINISH. 8 EXPOSED STRUCTURAL STEEL COLUMNS WITH CAST IN PLACE CONCRETE BASE. HIGH PERFORMANCE PAINT FINISH ON STEEL COLUMNS. 9 CAST IN PLACE CONCRETE STAIRS 10 2"x2" ALUMINUM GUARDRAIL WITH ALUMINUM MESH INFILL - MESH INSTALLED ANGULAR. 11 CUSTOM PATTERNED PERFORATED METAL PANEL BRIS SOLEIL SHADE SCREEN ON STEEL SUBSTRUCTURE 12 PRE-FINISHED METAL PARAPET CAP 13 FROSTED GLASS (40% TRANSLUCENT) 14 2'-0" HORIZONTAL SUN SHADE 15 18" TALL ALUMINUM LETTERS 16 OPERABLE GLAZING WALL SYSTEM 17 FRAMED SHADE CANOPY 18 FENCE & GATE PER LANDSCAPE 19 CUSTOM PATTERNED PERFORATED METAL PANEL CANOPY ON STEEL SUBSTRUCTURE 21 UHPC PERFORATED CLADDING PANEL (PATTERN A) 22 UHPC PERFORATED CLADDING PANEL (PATTERN B) 23 DUCTWORK, PIPING, & EQUIPMENT PER MECH 25 MONUMENT SIGN - 36" HIGH EXTRUDED ALUMUNIM LETTERS 2 1 Scale: 1/8" = 1'-0" FCD A5.16 3 EXTERIOR ELEVATION -AREA S BUILDING - NORTH ELEVATION Copy 1 Scale: 1/8" = 1'-0" FCD A5.16 1 EXTERIOR ELEVATION -AREA S BUILDING - SOUTH ELEVATION Copy 1 3 4 Scale: 1/8" = 1'-0" FCD A5.16 2 EXTERIOR ELEVATION -AREA S BUILDING - EAST ELEVATION1 Copy 1 Scale: 1/8" = 1'-0" FCD A5.16 4 EXTERIOR ELEVATION -AREA S BUILDING - WEST ELEVATION2 Copy 1 PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note 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 8/12/2025 4:59:54 PM Autodesk Docs://USVI - Lockhart K-8 School Mod & Expand/25-0289.02 USVI Lockhart K8 ARCH CENTRAL V24.rvt 2025-0289.02 JULY 2025 LOCKHART PREK-8 SCHOOL SCHEMATIC DESIGN 3D RENDERINGS - EXTERIOR VIEWS FCD A5.30 83RM+P83 CHARLOTTE AMALIE, ST THOMAS 00802 VIRGIN ISLAND DEPARTMENT OF EDUCATION FCD A5.30 1 3D RENDERINGS - EXTERIOR VIEWS PRE-APP CONCEPT DRAWINGS AUGUST 2025 Rev Date Note