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
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
DRAFT
11/17/2025 5:47:59 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
COVER SHEET
FCD
G0.00
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
PROJECT RENDERING
SCOPE OF WORK
THE INTENT OF THIS PLANNING EFFORT IS TO 
DEVELOP A PATH FOR REDEVELOPING AN EXISTING 
NON-OPERATIONAL SCHOOL SITE TO 
ACCOMMODATE A NEW PK-8 EDUCATIONAL 
PROGRAM MODEL AND ALLOW THE DISPLACED 
STUDENTS COLLOCATED WITH THE BOWSKY PK-8 
AND GOMEZ ELEMENTARY SCHOOLS TO RETURN TO 
THEIR “HOME SCHOOL”. CURRENTLY THE EXPANDED 
ENROLLMENT HAS BEEN ACCOMMODATED THROUGH 
THE TEMPORARY PORTABLE FACILITIES ON THE 
NOTED ALTERNATE SITES. WHILE AN ALL-NEW 
FACILITY, THE CAMPUS DEVELOPMENT IS TO BE 
PLANNED IN A WAY THAT AVOIDS INTERFERING WITH 
POTENTIAL FUTURE PHASES OF EXPANSION.
TO THE BEST OF MY KNOWLEDGE, THESE DRAWINGS ARE COMPLETE AND COMPLY 
WITH THE "INTERNATIONAL BUILDING CODE", AND THE  "INTERNATIONAL FIRE CODE".
CIVIL ENGINEERS
ARCHITECT
100 N. Biscayne Blvd, 27th Floor
Miami, Florida 33132
(305) 372-5222 Tel
(305) 577-4521 Fax
LOCATION MAP
STATEMENT
DATE
STRUCTURAL ENGINEERS
M/E/P ENGINEERS
ZYSCOVICH, LLC.
FOOD SERVICES
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.
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, MA 02458
(617)-876-2100 Tel
(305) 577-4521 Fax
RealFood Hospitality, 
Strategy & Design
LANGAN
ISSUE DATE:
ZYSCOVICH PROJECT #
IN REVIEW OF THE EXISTING CONDITIONS AND 
PRELIMINARY MASTER PLANNING BY VIDE, THE 
TEAM HAS CONFIRMED THE AMENDED PROGRAM 
AND PLANNING FOR THE SCHOOL CAMPUS. THE 
BASE PROGRAM WILL PROVIDE A COMPLETELY 
NEW SCHOOL FACILITY INCLUDING A GYMNASIUM 
(FEMA SAFE ROOM) FACILITY.  THE PROTO-PART 
ASSEMBLY OF THE ADMINISTRATION / PK SUITE 
BUILDING, A 2-STORY SLC (K-5 + 6-8) BUILDING, 
ELECTIVES AND MEDIA CENTER BUILDING AND 
GYMNASIUM + DINING BUILDING WILL BE PLACED 
ON THE SITE UTILIZING THE MOST LEVEL AREAS 
THE NATURAL FORM OF THE SITE TO CREATE AN 
ACCESSIBLE “PLINTH”. 
A NEW DROP-OFF/PICK-UP AREA AND PARKING LOT 
WILL BE LOCATED AT THE NORTH SIDE OF THE SITE 
AND WILL BE CONFIGURED TO REINFORCE THE CLEAR 
SENSE OF ENTRY.  A NEW SERVICE DRIVE AT THE 
WEST SIDE OF THE SITE WILL ALLOW FOR AN ACCESS 
ROAD TO BE CREATED TO ENHANCE SECURITY, 
MAINTENANCE, AND EMERGENCY VEHICLE ACCESS TO 
THE REAR OF THE SITE. 
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
FURNITURE SELECTION 
AND SPECIFICATION
POOL CONSULTANT
JAREDIAN DESIGN GROUP
TURF CONSULTANT
260 Palermo Ave, 
Coral Gables, Florida 33134
(786)-264-7200  Tel
Fax #
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
Turf Dr. Phil LLC
912 West Dug Gap Mountain 
Road
Dalton, Georgia 30720
(706) 331-5407 Tel
Fax #
TURF DR.PHIL
SLS CONSULTING
BUILDING ENVELOPE
126 S Park Ave Suite A, 
Winter Park, Florida 32789
(407) 333-1977 Tel
JAY AMMON ARCHITECTS
Jose L. Murguido
REG. NO.AR0010670
DECEMBER 15TH, 2025
DESIGN DEVELOPMENT
2025-0289.05
EMANUEL BENJAMIN OLIVER PK-8
SCHOOL
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
PROJECT 
LOCATION
Rev
Date
Note
INDEX OF DRAWINGS - FCD PACKAGE
VV
 CURRENT REVISION 
 REVISION DATE
 SHEET NUMBER
 SHEET NAME
REVISION 1
GENERAL
11/17/2025
FCD G0.00
COVER SHEET
SURVEY
11/17/2025
FCD V1.01
SURVEY (FOR REFERENCE)
DEMOLITION
11/17/2025
FCD AD1.01
DEMOLITION SITE PLAN
11/17/2025
FCD AD1.10
EXISTING SITE PHOTOS 1
11/17/2025
FCD AD1.11
EXISTING SITE PHOTOS 2
11/17/2025
FCD AD1.12
EXISTING SITE PHOTOS 3
SITE PLAN
11/17/2025
FCD A1.01
OVERALL ARCHITECTURAL SITE PLAN
FLOOR PLANS
11/17/2025
FCD A2.01
FLOOR PLAN LEVEL 01 - OVERALL
11/17/2025
FCD A2.02
FLOOR PLAN LEVEL 02 - OVERALL
ROOF PLANS
11/17/2025
FCD A4.01
OVERALL ROOF PLAN
ELEVATIONS
11/17/2025
FCD A5.01
EXTERIOR ELEVATIONS - AREA A - 1
11/17/2025
FCD A5.02
EXTERIOR ELEVATIONS - AREA A - 2
11/17/2025
FCD A5.03
EXTERIOR ELEVATIONS - AREA B - 1
11/17/2025
FCD A5.04
EXTERIOR ELEVATIONS - AREA B - 2
11/17/2025
FCD A5.05
EXTERIOR ELEVATIONS - AREA C - 1
11/17/2025
FCD A5.06
EXTERIOR ELEVATIONS - AREA C - 2
11/17/2025
FCD A5.07
EXTERIOR ELEVATIONS - AREA D - 1
11/17/2025
FCD A5.08
EXTERIOR ELEVATIONS - AREA D - 2
11/17/2025
FCD A5.21
BUILDING AXONOMETRICS
11/17/2025
FCD A5.22
BUILDING AXONOMETRICS
11/17/2025
FCD A5.23
BUILDING AXONOMETRICS
11/17/2025
FCD A5.24
BUILDING AXONOMETRICS
FCD DRAWINGS
ISSUE DATE: NOVEMBER 17th, 2025
FCD DRAWINGS                 
NOVEMBER 17th 2025
REVISIONS
- NOT FOR 
CONSTRUCTION -
A
B
C
D
E
F
1
2
3
4
5
305-266-6553
Miami, FL 33126
5757 Waterford District Drive 
Suite 400
MEP Engineers 
TLC Engineering
786-491-7660
Miami, FL 33130
80 SW 8th Street, Suite 2160
Structural Engineers 
Thornton Thomasetti
617-876-2100
Newton, MA 02458
63 Chapel Street
Food Service
RealFood Hospitality, 
Strategy & Design
786-264-7200
Miami, FL 33131
1221 Brickell Avenue, 
Suite 1800
Civil & Landscape
Langan
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
DRAFT
11/17/2025 5:48:02 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
SURVEY (FOR
REFERENCE)
FCD
V1.01
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025
18
3
1
12
19
3
12
3
3
5
5
5
5
12
20
1
PARCEL 385
APROXIMATE
LOCATION
NO MONUMENTATION 
FOUND
REMAINDER PARCEL 
148-325 UNMAPED 
ACREAGE UNKNOWN
ASPHALT PAVEMENT
22
19
19
19
19
13
3
1
1
1
ASPHALT ROAD 
ASPHALT ROAD 
ASPHALT ROAD 
12
12
21
18
18
18
18
18
18
18
18
18
18
18
18
18
18
13
13
13
13
13
13
13
13
13
13
13
13
13
13
19
19
19
19
2
2
2
2
2
2
2
2
2
2
2
20
22
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.)
PROJECT LIMIT
PROPERTY LINE
WORK TO BE 
DEMOLISHED (SEE 
NOTES)
LANDSCAPE AREA
NOT IN SCOPE OF 
WORK
EXISTING TREE TO BE 
RELOCATED OR REMOVED 
(SEE LANDSCAPE DWGS.)
1
EXISTING GRADING TO BE MODIFIED; COORDINATE WITH 
CIVIL DRAWINGS
EXISTING GRADING TO BE MODIFIED AND SOIL 
PREPARED/IMPROVED BASED ON GEO-TECHNICAL REPORT 
TO RECEIVE NEW BUILDING PAD AND HARDSCAPED AREAS; 
COORDINATE WITH CIVIL DRAWINGS
EXISTING FENCING, CONTROL ACCESS SYSTEMS, & 
CONCRETE FOOTINGS/PIERS TO BE REMOVED
REMOVE AND RELOCATED EXISTING FIRE HYDRANT; 
COORDINATE WITH CIVIL, ARCHITECTURAL, AND M/E/P/FP 
DRAWINGS
REMOVE EXISTING ASPHALT PAVING, SUB-BASE, AND 
CURB, AS REQUIRED; COORDINATE WITH CIVIL DRAWINGS
EXISTING GRADING TO BE MODIFIED AND PREPARED TO BE 
CONNECTED BACK TO EXISTING/PROPOSED GRADING AND 
SITE CONNECTIONS; COORDINATE WITH CIVIL DRAWINGS
PROTECT EXISTING UTILITIES AS REQUIRES; COORD. WITH 
CIVIL AND M/E/P/FP DRAWINGS
REMOVE DIRT/CONCRETE ROAD
EXISTING MARQUEE AND ASSOCIATED UTILITIES TO BE 
REMOVED
EXISTING M/E/P/FP EQUIPMENT TO BE REMOVED.  
COORDINATE WITH CIVIL AND M/E/P/FP DRAWINGS
EXISTING COVERED WALKWAYS COLUMNS, & ASSOCIATED 
FOUNDATIONS TO BE REMOVED
  
REMOVE ALL UTILITIES AND CAP WITHIN 5' OF THE MAIN 
CONNECTION AT THE EDGE OF THE PROPERTY, TYP.
REMOVE EXISTING SIDEWALK/ASPHALT/WOOD OR 
CONCRETE SLAB; COORDINATE WITH CIVIL AND 
STRUCTURAL DRAWINGS
EXISTING EXTERIOR CONCRETE PLAY AREA AND 
FOUNDATIONS TO BE REMOVED
REMOVE/RELOCATE TREE REFER TO LANDSCAPE TREE 
DISPOSITION PLAN
LANDSCAPE/PLANTER TO BE REMOVED, REFER TO 
LANDSCAPE TREE DISPOSITION PLAN
CONCRETE RETAINING WALL TO BE REMOVED, REFER TO 
CIVIL AND STRUCTURAL DRAWINGS
EXISTING MASONRY BUILDING TO BE REMOVED, INCLUDING 
ALL RAMPS, STAIRS, AND UTILITIES.  COORDINATE WITH 
CIVIL, STRUCTURAL, AND M/E/P/FP
EXISTING RAMPS AND STAIRS, TO BE REMOVED.  
COORDINATE WITH CIVIL, STRUCTURAL, AND M/E/P/FP
SIGN/FLAG POLE & ASSOCIATED FOUNDATIONS TO BE 
REMOVED
SLAB TO BE REMOVED
REMOVE DAMAGED BASKETBALL COURT
DEMOLITION KEYNOTES
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
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
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
DRAFT
11/17/2025 5:47:50 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
DEMOLITION SITE PLAN
FCD
AD1.01
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
Scale:  1/32" = 1'-0"
FCD
AD1.01
1
DEMOLITION SITE PLAN
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025
REVISIONS
- NOT FOR 
CONSTRUCTION -
A
B
C
D
E
F
1
2
3
4
5
305-266-6553
Miami, FL 33126
5757 Waterford District Drive 
Suite 400
MEP Engineers 
TLC Engineering
786-491-7660
Miami, FL 33130
80 SW 8th Street, Suite 2160
Structural Engineers 
Thornton Thomasetti
617-876-2100
Newton, MA 02458
63 Chapel Street
Food Service
RealFood Hospitality, 
Strategy & Design
786-264-7200
Miami, FL 33131
1221 Brickell Avenue, 
Suite 1800
Civil & Landscape
Langan
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
DRAFT
11/17/2025 5:47:52 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
EXISTING SITE PHOTOS
1
FCD
AD1.10
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
Scale:  12" = 1'-0"
FCD
AD1.10
1
EXISTING SITE PHOTO FACING NORTH
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025
REVISIONS
- NOT FOR 
CONSTRUCTION -
A
B
C
D
E
F
1
2
3
4
5
305-266-6553
Miami, FL 33126
5757 Waterford District Drive 
Suite 400
MEP Engineers 
TLC Engineering
786-491-7660
Miami, FL 33130
80 SW 8th Street, Suite 2160
Structural Engineers 
Thornton Thomasetti
617-876-2100
Newton, MA 02458
63 Chapel Street
Food Service
RealFood Hospitality, 
Strategy & Design
786-264-7200
Miami, FL 33131
1221 Brickell Avenue, 
Suite 1800
Civil & Landscape
Langan
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
DRAFT
11/17/2025 5:47:54 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
EXISTING SITE PHOTOS
2
FCD
AD1.11
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
Scale:  12" = 1'-0"
FCD
AD1.11
1
EXISTING SITE PHOTO FACING SOUTH
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025
REVISIONS
- NOT FOR 
CONSTRUCTION -
A
B
C
D
E
F
1
2
3
4
5
305-266-6553
Miami, FL 33126
5757 Waterford District Drive 
Suite 400
MEP Engineers 
TLC Engineering
786-491-7660
Miami, FL 33130
80 SW 8th Street, Suite 2160
Structural Engineers 
Thornton Thomasetti
617-876-2100
Newton, MA 02458
63 Chapel Street
Food Service
RealFood Hospitality, 
Strategy & Design
786-264-7200
Miami, FL 33131
1221 Brickell Avenue, 
Suite 1800
Civil & Landscape
Langan
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
DRAFT
11/17/2025 5:47:56 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
EXISTING SITE PHOTOS
3
FCD
AD1.12
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
Scale:  12" = 1'-0"
FCD
AD1.12
1
EXISITING SITE PHOTO FACING NORTHWEST
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025
1. 
ALL SITE ADAPTATION WORK REQUIRED TO CONSTRUCT BUILDINGS 
SHALL BE IN ACCORDANCE WITH THE FOLLOWING CODES OF RECORD:
IBC LATEST EDITION.
IFC 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
PLAYFIELD
9
10
13
9
PARCEL 385.
NO MONUMENTATION 
FOUND
OUTDOOR 
PLAYCOURTS
PALMETTO RD.
EXISTING ASPHALT RD.
EXIST.
NEW
TRANSFORMER
CHILLER YARD
LANDSCAPE 
AREA (TYP.)
CONC. 
SIDEWALK 
(TYP.)
ENTRY 
PLAZA
LINE OF ELEVATED 
WALKWAY ABOVE
LANDSCAPE 
AREA (TYP.)
LINE OF ROOF 
ABOVE (TYP.)
RAISED 
PLANTERS
LANDSCAPE 
AREA (TYP.)
RAISED 
PLANTERS 
(TYP.)        
PROPOSED ASPHALT RD.
CONC. 
SIDEWALK 
(TYP.)
BATTERY
BUILDING D
1-STORY 
GYMNASIUM
AREA= 12,040 SF
ASL EL. = 226'-0"
BUILDING C
1-STORY 
DINING
AREA= 11,592 SF
ASL EL. = 230'-0"
BUILDING B
2-STORY 
CLASSROOMS
AREA= 29,162 SF
ASL EL. = 226'-0"
BUILDING A
2-STORY 
ADMIN
AREA= 15,358 SF
ASL EL. = 230'-0"
DUMPSTER 
ENCLOSURE
ELEC. RM.
CHILLER PUMP
CONC. WALL
CONC. WALL
SIGN
ALUMINUM 
COVERED CANOPY
ESTATE 
FENCE TYP.
ENTRY 
GATE
BUS DROP 
OFF AREA
ENTRY 
GATE
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
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
DRAFT
11/17/2025 5:45:25 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
OVERALL
ARCHITECTURAL SITE
PLAN
FCD
A1.01
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
Scale:  1" = 30'-0"
FCD
A1.01
1
OVERALL ARCHITECTURAL SITE PLAN
N
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025
/2 A5.08
/1
A5.07
/2
A5.07
/1 A5.08
/1 A5.02
/2
A5.01
/1 A5.01
/2
A5.02
/2 A5.04
/1 A5.03
/1 A5.04
/2 A5.03
/2 A5.06
/2 A5.05
/1 A5.06
/1 A5.05
A-2
B1
B2
B4.5
B6.8
B5
B6
C1
C2
CA
CC
D1
D2
D3
D-A
D-B
D-D
B4
BC
B7
CB
A-3
A-C
A-5
A-7
A-8
A-D
A-E
A-F
A-9
B8
BB
BA.5
BD
C4
CD
C6
D-C
D-E
A-1
A-A
C5
D4
A-6
A-4
A-B
B3
C3
B9
BA
B10
B6.5
BA'
B7.5
/4 A1.20
6
A1.30
/4 A1.30
/5 A1.30
/3 A1.30
/2 A1.30
2
A6.01
1
A6.01
2
A6.02
1
A6.02
1
A6.03
2
A6.03
1
A6.04
2
A6.04
PLAYGROUND AREA
82'-2"
12'-6"
29'-0"
43 SF
C110
RR
202 SF
D141
STORAGE
86 SF
D142
VEST.
79 SF
D145
JANITOR
93 SF
D144
FIRE PUMP
138 SF
D140
ELEC.
112 SF
D143
EMERGENCY ELEC.
175 SF
D146
PE/ COACH OFFICE
49 SF
D136
STAIR #1
267 SF
D149
SPECTATOR RR
257 SF
D150
SPECTATOR RR
323 SF
D127
GYM LOBBY
229 SF
B125
MEP
62 SF
B124
RR
122 SF
B121
ELEC
1310 SF
B123
HEALTH
CLASSROOM / SPED
68 SF
B120
RR
60 SF
B126
ELEVATOR
115 SF
B119
SMALL GROUP
ROOM
294 SF
B100
CORRIDOR
780 SF
B118
TEACHER
PLANNING
265 SF
B101
CORRIDOR
1133 SF
B117
LEARNING SUITE 1
CLASSROOM W/RR
(PRE-K)
38 SF
B116
RR
38 SF
B115
RR
1128 SF
B114
LEARNING SUITE 1
CLASSROOM W/RR
(KINDER)
2260 SF
B102
OPEN
COLLLABORATION
SPACE
66 SF
B105
UNISEX RR
61 SF
B106
JANITOR
192 SF
B107
WOMEN'S RR
176 SF
B108
MEN'S RR
846 SF
B109
LEARNING SUITE 1
STUDIO (1ST-5TH)
850 SF
B110
LEARNING SUITE 1
STUDIO (1ST-5TH)
851 SF
B111
LEARNING SUITE 1
STUDIO (1ST-5TH)
851 SF
B112
LEARNING SUITE 1
STUDIO (1ST-5TH)
306 SF
B103
CORRIDOR
418 SF
B113
STORAGE
139 SF
A119
RECEPTION/OFFICE
161 SF
A118
SECURE VEST.
337 SF
A117
PARENT CENTER
846 SF
A114
WAITING
268 SF
A116
CONFERENCE
ROOM
178 SF
A115
STAIR # 1
181 SF
A112
ELECTRICAL
186 SF
A113
MDF
198 SF
A107
MECHANICAL
275 SF
A108
DISTANCE
LEARNING
2709 SF
A100
MEDIA
64 SF
A105
RR
71 SF
A106
RR
43 SF
A110
JANITOR
210 SF
A111
STORAGE
222 SF
A104
WORKROOM (W/
SINK)
178 SF
A103
OFFICE
55 SF
A102
STORAGE
60 SF
A121
ELEVATOR
44 SF
D137
VEST.
96 SF
D138
VEST.
110 SF
D139
VEST.
1299 SF
C116
ART
90 SF
C114
ELEC.
2518 SF
C109
KITCHEN
188 SF
C104
GIRL'S
RR/CHANGING
ROOM
213 SF
C105
BOY'S
RR/CHANGING
ROOM
1480 SF
C106
GENERAL MUSIC
83 SF
C108
STORAGE
50 SF
C102
JANITOR
43 SF
C103
FAMILY RR
3555 SF
C100
PK-5 DINING AREA
389 SF
B104
CORRIDOR
Not Enclosed
VEST.
52 SF
C117
RR
47 SF
C118
RR
87 SF
C119
IDF
319 SF
C115
MEP
168 SF
C155
VEST.
100 SF
A109
VEST.
7537 SF
D130
GYMNASIUM
45'-5"
38'-4"
C1
151 SF
A12O
SRO OFFICE
93 SF
A162
SMALL GROUP RM
71 SF
A122
RR
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.
REVISIONS
- NOT FOR 
CONSTRUCTION -
A
B
C
D
E
F
1
2
3
4
5
KEY PLAN
305-266-6553
Miami, FL 33126
5757 Waterford District Drive 
Suite 400
MEP Engineers 
TLC Engineering
786-491-7660
Miami, FL 33130
80 SW 8th Street, Suite 2160
Structural Engineers 
Thornton Thomasetti
617-876-2100
Newton, MA 02458
63 Chapel Street
Food Service
RealFood Hospitality, 
Strategy & Design
786-264-7200
Miami, FL 33131
1221 Brickell Avenue, 
Suite 1800
Civil & Landscape
Langan
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
A
B
C
D
NORTH
DRAFT
11/17/2025 5:45:32 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
FLOOR PLAN LEVEL 01 -
OVERALL
FCD
A2.01
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
N
Scale:  1/16" = 1'-0"
FCD
A2.01
1
OVERALL LEVEL 1 FLOOR PLAN
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025
/2 A5.08
/1
A5.07
/2
A5.07
/1 A5.08
/1 A5.02
/2
A5.01
/1 A5.01
/2
A5.02
/2 A5.04
/1 A5.03
/1 A5.04
/2 A5.03
/2 A5.06
/2 A5.05
/1 A5.06
/1 A5.05
A-2
B1B2
B4.5
B6.8
B5
B6
C1
C2
CA
CC
D1
D2
D3
D-A
D-B
D-D
B4
BC
B7
CB
A-3
A-C
A-5
A-7
A-8
A-D
A-E
A-F
A-9
B8
BB
BA.5
BD
C4
CD
C6
D-C
D-E
A-1
A-A
C5
D4
A-6
A-4
A-B
B3
C3
B9
BA
B10
B6.5
BA'
B7.5
150 SF
B226
MEP
176 SF
B223
LEARNING SUITE
PREP
149 SF
B224
IDF
144 SF
B225
ELEC
288 SF
B200
CORRIDOR
115 SF
B203
SMALL GROUP
ROOM
68 SF
B206
RR
780 SF
B205
TEACHER
PLANNING
265 SF
B202
CORRIDOR
1091 SF
B207
LEARNING SUITE
STUDIO (6TH-8TH)
966 SF
B209
LEARNING SUITE
STUDIO (6TH-8TH)
200 SF
B210
DISTANCE
LEARNING
308 SF
B211
CORRIDOR
850 SF
B213
LEARNING SUITE
STUDIO (4TH-5TH)
418 SF
B212
STORAGE
851 SF
B214
LEARNING SUITE
STUDIO (4TH-5TH)
850 SF
B215
LEARNING SUITE
STUDIO (1ST-5TH)
2240 SF
B201
OPEN
COLLABORATION
SPACE
1105 SF
B222
LEARNING SUITE
SCIENCE LAB
66 SF
B221
UNISEX RR
192 SF
B220
WOMEN'S RR
176 SF
B219
MEN'S RR
61 SF
B218
JANITOR
846 SF
B216
LEARNING SUITE
STUDIO (1ST-5TH)
71 SF
B208
RR
160 SF
A201
ASSISTANT
PRINCIPAL OFFICE
143 SF
A202
MONITOR'S OFFICE
156 SF
A203
ASSISTANT
PRINCIPAL OFFICE
197 SF
A204
CONFERENCE
ROOM
276 SF
A205
PRINCIPAL OFFICE
63 SF
A206
RR
136 SF
A216
CLINIC OFFICE
36 SF
A214
ELEC.
83 SF
A215
CLINIC VEST.
332 SF
A217
INFIRMARY
107 SF
A218
COT ROOM/EXAM
91 SF
A219
RR/SWR
409 SF
A221
STAFF LOUNGE
78 SF
A224
RECORDS
63 SF
A222
STAFF RR
160 SF
A223
REGISTRAR
150 SF
A225
COUNSELOR
150 SF
A226
COUNSELOR
252 SF
A227
SPEECH THERAPY
172 SF
A228
TIME OUT ROOM
176 SF
A229
TIME OUT / TARDY
179 SF
A230
RECEPTION /
GUIDANCE CLERK
31 SF
A232
GUIDANCE WAITING
55 SF
A231
STAFF RR
419 SF
A211
STAFF WORK/ MAIL
58 SF
A213
CUSTODIAL
94 SF
A212
MOTHER'S ROOM
44 SF
A220
OFFICE SUPPLY
1968 SF
A200
CORRIDOR
60 SF
A207
ELEVATOR
61 SF
A208
STUDENT RR
62 SF
A209
STUDENT SERVICE
STAFF RR
156 SF
D210
STAIR
114 SF
D212
IDF
1497 SF
D156
MECHANICAL
MEZZANINE
OPEN TO BELOW
OPEN TO BELOW
232 SF
D211
MEP
60 SF
A204
ELEVATOR
236 SF
B217
CORRIDOR
39 SF
D136
STAIR
1968 SF
A200
CORRIDOR
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.
REVISIONS
- NOT FOR 
CONSTRUCTION -
A
B
C
D
E
F
1
2
3
4
5
KEY PLAN
305-266-6553
Miami, FL 33126
5757 Waterford District Drive 
Suite 400
MEP Engineers 
TLC Engineering
786-491-7660
Miami, FL 33130
80 SW 8th Street, Suite 2160
Structural Engineers 
Thornton Thomasetti
617-876-2100
Newton, MA 02458
63 Chapel Street
Food Service
RealFood Hospitality, 
Strategy & Design
786-264-7200
Miami, FL 33131
1221 Brickell Avenue, 
Suite 1800
Civil & Landscape
Langan
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
A
B
C
D
NORTH
DRAFT
11/17/2025 5:45:37 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
FLOOR PLAN LEVEL 02 -
OVERALL
FCD
A2.02
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
Scale:  1/16" = 1'-0"
FCD
A2.02
1
OVERALL LEVEL 2 FLOOR PLAN
N
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025
ROOFING LEGEND
1. 
RAIN WATER CALCULATIONS BASED ON A 5.75" PER HOUR RATE OF RAINFALL.
2. 
ALL LEADERS "L" SHALL BE SIZED TO MATCH THE "CH" SPECIFIED ABOVE.
3. 
ALL OVERFLOW SCUPPERS (Os) SHALL BE SET NOT LESS THAN 2" NOR MORE THAN 4" ABOVE THE ROOF LINE AT 
THE PRIMARY DRAIN.
4. 
SEE DETAILS FOR COLLECTOR HEAD (CH), AND OVERFLOW (Os) SCUPPER SPECIFIED ABOVE.
5. 
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.
6. 
REFER TO STRUCTURAL DRAWINGS FOR HEIGHT OF ROOF DECK AND COORDINATION OF DRAIN/SCUPPER 
OPENINGS.
7. 
COORDINATE ALL HIGH AND LOW POINTS OF JOISTS WITH STRUCTURAL DRAWINGS.
8. 
SEE SITE PLAN FOR COORDINATION / LOCATION OF ALL WALKWAY CONNECTIONS.
9. 
ALL ROOF & HURRICANE ANCHORING CABLES, FLASHING, GUTTERS, CATCHBOX, DOWNSPOUTS /  LEADERS, 
STRAPS AND COPING SHALL BE METAL PER SPECIFICATION.
10. PROVIDE UL 96 AND NFPA 780 LISTED LIGHTNING PROTECTION SYSTEM FOR ALL ROOF AND CANOPY AREAS.  SEE 
ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.
KEY NOTES
GENERAL  NOTES
11. 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.
12. ALL WOOD COMPONENTS TO BE PRESSURE TREATED.
13. ROOFING TO HAVE HIGH ALBEDO COATING PER SPECIFICATIONS FOR CONTINUOUS SURFACE AT TIME OF  PROJECT 
COMPLETION.
14. ALL ROOFING INSULATION TO HAVE R-30 MINIMUM AT ALL AREAS.  SLOPED INSULATION AND COVERBOARD SHALL 
BE ABOVE REQUIRED MINIMUM R-VALUE. 
15. ALL AREAS ARE TO HAVE ROOF PROTECTION FOR ALL OPENINGS IN ACCORDANCE WITH THE INTERNATIONAL 
BUILDING CODE (IBC) W/ APPLICABLE SUPPLEMENTS.
16. CONTRACTOR TO PROVIDE ALL REQUIRED PRODUCT APPROVALS FOR REVIEW BY ARCHITECT AND OWNER, PRIOR TO 
PRE-ROOFING CONFERENCE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SIGNED AND  SEALED, 
ENGINEERED (FLA. REGISTERED ENGINEER) SHOP DRAWINGS FOR REVIEW AND SUBMISSION TO  BLDG. 
DEPARTMENT TO ACQUIRE A ROOFING SUB-PERMIT INCLUSIVE OF THE WATERPROOFING (IBC SECTION 1519.16) 
FOR ALL ROOF DECKS.
17. CONTRACTOR TO MAINTAIN MINIMUM 48" CLEAR AREA IN FRONT OF ALL SCUPPER OPENINGS.
18. ALL ROOF CURBS SHALL COMPLY WITH IBC CH. 15 SECTION 1511.7.
19. IF REQUIRED, PROVIDE ALL SAFETY TIE-OFF LOCATIONS AND ANCHORS PER MANUFACTURER'S RECOMMENDATIONS 
AND OSHA REGULATIONS.
NOTE: 
PROVIDE ENGINEERING DESIGN COMPUTATIONS WITH RESPECT TO 
SPECIFIED UP-LIFT LOAD REQUIREMENTS AND AMERICAN SOCIETY OF 
CIVIL ENGINEERS (ASCE) 7-10, & THE INTERNATIONAL BUILDING CODE 
(IBC) WITH THE APPLICABLE SUPPLEMENTS, AS NOTED ON THE 
CONTRACT DRAWINGS.
CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY 
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
MODIFIED BITUMEN ROOFING MEMBRANE WITH 
HIGH ALBEDO TOP COATING
PREFINISHED SLOPED METAL PANEL SYSTEM
(COMPOSITE MTL. PANEL)
PREFINISHED SLOPED METAL PANEL SYSTEM
(STANDING SEAM)
A-2
B1
B2
B4.5
B6.8
B5
B6
C1
C2
CA
CC
D1
D2
D3
D-A
D-B
D-D
B4
BC
B7
CB
A-3
A-C
A-5
A-7
A-8
A-D
A-E
A-F
A-9
B8
BB
BA.5
BD
C4
CD
C6
D-C
D-E
A-1
A-A
C5
D4
A-6
A-4
A-B
B3
C3
B9
BA
B10
B6.5
BA'
B7.5
6
A1.30
ALUMINUM CANOPY
92°
90°
81°
97°
90°
90°
90°
83°
92°
94°
90°
1" / 12"
1" / 12"
1" / 12"
1" / 12"
90°
70°
99°
101°
79°
170°
ROOF STORM DRAINAGE CALCULATIONS
ROOF AREA
HORIZ. PROJ.
AREA (H)
TOTAL AREA
(H+V)=T
ZONES
REQUIRED FLOW 
RATE IN GALLONS 
PER MINUTE
A
12,381 SF
516 SF
12,897 SF
VERT. PROJ.
AREA /2 (V)
(T X 0.0104 X 5)
671 GPM
PROVIDED FLOW 
RATE IN GALLONS 
PER MINUTE (DRAINS)
(# DRAINS x GPM)
PROVIDED PRIMARY 
DRAINAGE
PROVIDED SECONDARY 
EMERGENCY DRAINAGE
PIPE DIAMTER 
SIZE (INCHES)
3"
STORM DRAIN PIPE SIZING 
(SUMMARY FROM IBC-P TABLE 
1106.2)
CAPACITY (GPM) / 
VERTICAL DRAIN
87 GPM
4"
180 GPM
5"
311 GPM
6"
538 GPM
8"
933 GPM
PROVIDED VERTICAL 
STORM DRAINAGE STACK
(3)- 6" LEADERS
1. 
CALCULATIONS BASED ON FBC 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 FBC 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 FBC-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.
6. 
PER 29 V.I.C.SECTION 292 CHAPTER 5 SS 292A (B)(4)(C) GUTTERS. WHERE 
EXTERNAL GUTTERS ARE PROVIDED, GUTTER SYSTEMS SHALL MEET THE 
REQUIREMENTS SPECIFIED IN THE LATEST EDITION OF ANSI/SPRI GT-1, TES
7. 
PER 29 V.I.C.SECTION 292 § 308 (D) ONE CISTERN MAY SERVE SEVERAL
BUILDINGS PROVIDED THAT ITS CAPACITY IS AT LEAST EQUAL TO THE SUM OF 
THE MINIMUM REQUIRED CAPACITIES FOR EACH BUILDING ACCORDING TO ITS 
USE AND PROVIDED THE CISTERN IS NOT USED FOR A FIRE SPRINKLER SYSTEM.
8. 
PER 29 V.I.C.SECTION 292 § 308 (B) (4) ADEQUATE GUTTERS AND DOWNSPOUTS 
SHALL BE INSTALLED ON ALL BUILDINGS FOR CONDUCTING WATER INTO 
CISTERNS. GUTTERS AND DOWNSPOUTS SHALL BE KEPT IN GOOD REPAIR AND 
FREE OF DIRT AND DEBRIS AT ALL TIMES. GUTTERS AND DOWNSPOUTS 
INSTALLED FOR CONDUCTING WATER INTO CISTERNS SHALL MEET ALL 
REQUIREMENTS IN THE APPLICABLE CODES AND STANDARDS REFERENCED IN
THIS CHAPTER, SPECIFICALLY THE CAPABILITY TO RESIST THE WIND LOADS.
9. 
REFER TO STRUCTURAL SHEETS FOR WIND DESIGN CRITERIA CALCULATIONS 
AND WIND PRESSURE DIAGRAMS. WIND DESIGN IS BASED ON IBC 2024, 
CHAPTER 16 – STRUCTURAL DESIGN, SECTION 1609 – WIND LOADS.
GENERAL NOTES - ROOF CALCULATIONS
-
-
B
22,190 SF
925 SF
23,115 SF
1,202 GPM
1,244 GPM
(4)- 6" LEADERS
-
C
17,098 SF
713 SF
17,811 SF
927 GPM
-
D
15,245 SF
636 SF
15,355 SF
799 GPM
-
LEADERS / DRAINS
PRIMARY SCUPPERS
-
1,080 GPM
(6)- 6" LEADERS
900 GPM
(5)- 6" LEADERS
GUTTERS
(1)- 10"W X 12"D (1/4" SLOPE) GUTTERS
GUTTER DIM
4.5" W x 6" D (1/4" SLOPE)
STORM DRAIN GUTTER SIZING 
(SUMMARY FROM IBC-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
-
-
-
10" DIAM. (1/16" SLOPE)
331 GPM
10" W X 12 "D (1/4" SLOPE)
-
-
-
-
-
-
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
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
DRAFT
11/17/2025 5:45:41 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
OVERALL ROOF PLAN
FCD
A4.01
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
Scale:  1/16" = 1'-0"
FCD
A4.01
1
OVERALL ROOF PLAN
N
BUILDING A
ROOF AREA A
12,381 SF
BUILDING B
ROOF AREA B
22,190 SF
BUILDING D
ROOF AREA D
15,245 SF
BUILDING C
ROOF AREA C
17,098 SF
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025
EL: +  230' - 0" ASL
Area A - Level 1( + 0' - 0" AFF)
EL: +  244' - 0" ASL
Area A - Level 2( + 14' - 0" AFF)
A-C
A-D
A-E
A-F
A-B
EL: +  230' - 0" ASL
LEVEL 4(
1
5
15
9
10
2
11
16
17
EL: + 37' - 8"
EL: + 28' - 4"
1" 
12"
EL: +  230' - 0" ASL
Area A - Level 1( + 0' - 0" AFF)
EL: +  244' - 0" ASL
Area A - Level 2( + 14' - 0" AFF)
A-2
A-3
A-5
A-7
A-8
A-1
A-6
A-4
1
5
10
4
9
2
16
16
11
16
15
17
EL: + 37' - 8"
EL: + 36' - 11"
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 GUARDRAIL
NOTE: REFER TO WALL ASSEMBLIES ON SHEET A8.0
GLAZING
CLEAR TEMPERED INSULATED GLAZING 
UNITS
CLEAR TEMPERED INSULATED GLAZING 
UNITS WITH FROSTED GLASS
CWP-1: SOLID  / FIELD COLOR 1
CWP-2: HORIZONTAL PATTERN / 
ACCENT COLOR 1
CWP-3: SOLID ACCENT COLOR 3
CWP-4: SOLID FIELD COLOR 4
COLOR & TEXTURE LEGEND
COMPOSITE WALL PANEL 
CLADDING SYSTEM
CWP-5: VERTICAL PATTERN / ACCENT 
COLOR 5
CWP-6: SOLID ACCENT COLOR 6
CWP-7: SOLID ACCENT COLOR 7
SHEET NOTES
#
Scale:  1/8" = 1'-0"
FCD
A5.01
2
AREA A (ADMIN) NORTH ELEVATION
Scale:  1/8" = 1'-0"
FCD
A5.01
1
AREA A (ADMIN) WEST ELEVATION
1
STANDING SEAM METAL ROOF/WALL SYSTEM
2
TRANSLUCENT CANOPY WITH POTENTIAL SOLAR
PV SYSTEM
3
OCULUS DORMER
4
ALUMINUM FRAMED GLAZING SYSTEM
5
ALUMINUM FRAMED WINDOW GLAZING SYSTEM
6
HURRICANE-RATED LOUVER. COLOR TO MATCH
9
CAST IN PLACE CONCRETE STAIRS
10
ALUMINUM GUARDRAIL
11
METAL SUNSHADE LOUVER SYSTEM ON METAL
SUBSTRUCTURE, TYP.
12
PRE-FINISHED METAL PARAPET CAP
14
HORIZONTAL SUNSHADE
15
PRE-FINISHED PAINTED ALUMINUM CONTINUOUS
GUTTER SYSTEM WITH LEAF GUARD (SEE SPECS)
16
STRUCTUAL ROUND CONCRETE COLUMN
17
CONCRETE BENCH
Scale:
FCD
A5.01
3
501_AXO - AREA A, NORTH_256 Copy 1
REVISIONS
- NOT FOR 
CONSTRUCTION -
A
B
C
D
E
F
1
2
3
4
5
KEY PLAN
305-266-6553
Miami, FL 33126
5757 Waterford District Drive 
Suite 400
MEP Engineers 
TLC Engineering
786-491-7660
Miami, FL 33130
80 SW 8th Street, Suite 2160
Structural Engineers 
Thornton Thomasetti
617-876-2100
Newton, MA 02458
63 Chapel Street
Food Service
RealFood Hospitality, 
Strategy & Design
786-264-7200
Miami, FL 33131
1221 Brickell Avenue, 
Suite 1800
Civil & Landscape
Langan
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
A
B
C
D
NORTH
DRAFT
11/17/2025 5:45:49 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
EXTERIOR ELEVATIONS
- AREA A - 1
FCD
A5.01
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
N.T.S.
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025
EXTERIOR FINISH MATERIALS
STANDING SEAM METAL ROOF
BASIS OF DESIGN FINISH: CARDINAL RED
ROOF
EXTERIOR PAINT
EPT1:
HIGH PERFORMANCE PAINT. 
COLOR TO MATCH SHERWIN WILLIAMS: 
xxxx (@ALL EXPOSED STRUCTURAL STEEL 
FRAMING)
EXTERIOR STAIRS
8" CAST IN PLACE CONCRETE WITH 
ALUMINUM GUARDRAIL
NOTE: REFER TO WALL ASSEMBLIES ON SHEET A8.0
GLAZING
CLEAR TEMPERED INSULATED GLAZING 
UNITS
CLEAR TEMPERED INSULATED GLAZING 
UNITS WITH FROSTED GLASS
CWP-1: SOLID  / FIELD COLOR 1
CWP-2: HORIZONTAL PATTERN / 
ACCENT COLOR 1
CWP-3: SOLID ACCENT COLOR 3
CWP-4: SOLID FIELD COLOR 4
COLOR & TEXTURE LEGEND
COMPOSITE WALL PANEL 
CLADDING SYSTEM
CWP-5: VERTICAL PATTERN / ACCENT 
COLOR 5
CWP-6: SOLID ACCENT COLOR 6
CWP-7: SOLID ACCENT COLOR 7
SHEET NOTES
#
EL: +  230' - 0" ASL
Area A - Level 1( + 0' - 0" AFF)
EL: +  244' - 0" ASL
Area A - Level 2( + 14' - 0" AFF)
A-2
A-3
A-5
A-7
A-8
A-1
A-6
A-4
EL: +  230' - 0" ASL
LEVEL 4(
1
5
10
2
16
4
11
15
EL: + 36' - 11"
EL: + 37' - 8"
0" 
12"
7'-0"
EL: +  230' - 0" ASL
Area A - Level 1( + 0' - 0" AFF)
EL: +  244' - 0" ASL
Area A - Level 2( + 14' - 0" AFF)
A-C
A-D
A-E
A-F
A-B
EL: +  230' - 0" ASL
LEVEL 4(
1
5
10
9
2
5
16
11
16
15
16
EL: + 28' - 4"
EL: + 37' - 8"
4
7'-0"
7'-0"
1
STANDING SEAM METAL ROOF/WALL SYSTEM
2
TRANSLUCENT CANOPY WITH POTENTIAL SOLAR
PV SYSTEM
3
OCULUS DORMER
4
ALUMINUM FRAMED GLAZING SYSTEM
5
ALUMINUM FRAMED WINDOW GLAZING SYSTEM
6
HURRICANE-RATED LOUVER. COLOR TO MATCH
9
CAST IN PLACE CONCRETE STAIRS
10
ALUMINUM GUARDRAIL
11
METAL SUNSHADE LOUVER SYSTEM ON METAL
SUBSTRUCTURE, TYP.
12
PRE-FINISHED METAL PARAPET CAP
14
HORIZONTAL SUNSHADE
15
PRE-FINISHED PAINTED ALUMINUM CONTINUOUS
GUTTER SYSTEM WITH LEAF GUARD (SEE SPECS)
16
STRUCTUAL ROUND CONCRETE COLUMN
17
CONCRETE BENCH
Scale:  1/8" = 1'-0"
FCD
A5.02
1
AREA A (ADMIN) EAST ELEVATION
Scale:  1/8" = 1'-0"
FCD
A5.02
2
AREA A (ADMIN) SOUTH ELEVATION
REVISIONS
- NOT FOR 
CONSTRUCTION -
A
B
C
D
E
F
1
2
3
4
5
KEY PLAN
305-266-6553
Miami, FL 33126
5757 Waterford District Drive 
Suite 400
MEP Engineers 
TLC Engineering
786-491-7660
Miami, FL 33130
80 SW 8th Street, Suite 2160
Structural Engineers 
Thornton Thomasetti
617-876-2100
Newton, MA 02458
63 Chapel Street
Food Service
RealFood Hospitality, 
Strategy & Design
786-264-7200
Miami, FL 33131
1221 Brickell Avenue, 
Suite 1800
Civil & Landscape
Langan
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
A
B
C
D
NORTH
DRAFT
11/17/2025 5:45:55 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
EXTERIOR ELEVATIONS
- AREA A - 2
FCD
A5.02
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025
EL: +  226' - 0" ASL
Area B - Level 1( - 4' - 0" AFF)
EL: +  240' - 0" ASL
Area B - Level 2( + 10' - 0" AFF)
BC
BB
BD
BA
BA'
EL: +  230' - 0" ASL
LEVEL 4(
1
5
10
4
16
9
16
EL: + 24' - 4"
EL: + 35' - 9"
1" 
12"
EL: +  226' - 0" ASL
Area B - Level 1( - 4' - 0" AFF)
EL: +  240' - 0" ASL
Area B - Level 2( + 10' - 0" AFF)
BC
BB
BD
BA
BA'
EL: +  230' - 0" ASL
LEVEL 4(
1
10
4
16
9
5
EL: + 24' - 4"
EL: + 35' - 9"
EXTERIOR FINISH MATERIALS
STANDING SEAM METAL ROOF
BASIS OF DESIGN FINISH: CARDINAL RED
ROOF
EXTERIOR PAINT
EPT1:
HIGH PERFORMANCE PAINT. 
COLOR TO MATCH SHERWIN WILLIAMS: 
xxxx (@ALL EXPOSED STRUCTURAL STEEL 
FRAMING)
EXTERIOR STAIRS
8" CAST IN PLACE CONCRETE WITH 
ALUMINUM GUARDRAIL
NOTE: REFER TO WALL ASSEMBLIES ON SHEET A8.0
GLAZING
CLEAR TEMPERED INSULATED GLAZING 
UNITS
CLEAR TEMPERED INSULATED GLAZING 
UNITS WITH FROSTED GLASS
CWP-1: SOLID  / FIELD COLOR 1
CWP-2: HORIZONTAL PATTERN / 
ACCENT COLOR 1
CWP-3: SOLID ACCENT COLOR 3
CWP-4: SOLID FIELD COLOR 4
COLOR & TEXTURE LEGEND
COMPOSITE WALL PANEL 
CLADDING SYSTEM
CWP-5: VERTICAL PATTERN / ACCENT 
COLOR 5
CWP-6: SOLID ACCENT COLOR 6
CWP-7: SOLID ACCENT COLOR 7
SHEET NOTES
#
REVISIONS
- NOT FOR 
CONSTRUCTION -
A
B
C
D
E
F
1
2
3
4
5
KEY PLAN
305-266-6553
Miami, FL 33126
5757 Waterford District Drive 
Suite 400
MEP Engineers 
TLC Engineering
786-491-7660
Miami, FL 33130
80 SW 8th Street, Suite 2160
Structural Engineers 
Thornton Thomasetti
617-876-2100
Newton, MA 02458
63 Chapel Street
Food Service
RealFood Hospitality, 
Strategy & Design
786-264-7200
Miami, FL 33131
1221 Brickell Avenue, 
Suite 1800
Civil & Landscape
Langan
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
A
B
C
D
NORTH
DRAFT
11/17/2025 5:46:07 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
EXTERIOR ELEVATIONS
- AREA B - 1
FCD
A5.03
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
Scale:
FCD
A5.03
3
AXO AREA B
Scale:  1/8" = 1'-0"
FCD
A5.03
1
AREA B (CLASSROOMS) NORTH ELEVATION
Scale:  1/8" = 1'-0"
FCD
A5.03
2
AREA B (CLASSROOMS) SOUTH ELEVATION
1
STANDING SEAM METAL ROOF/WALL SYSTEM
2
TRANSLUCENT CANOPY WITH POTENTIAL SOLAR
PV SYSTEM
3
OCULUS DORMER
4
ALUMINUM FRAMED GLAZING SYSTEM
5
ALUMINUM FRAMED WINDOW GLAZING SYSTEM
6
HURRICANE-RATED LOUVER. COLOR TO MATCH
9
CAST IN PLACE CONCRETE STAIRS
10
ALUMINUM GUARDRAIL
11
METAL SUNSHADE LOUVER SYSTEM ON METAL
SUBSTRUCTURE, TYP.
12
PRE-FINISHED METAL PARAPET CAP
14
HORIZONTAL SUNSHADE
15
PRE-FINISHED PAINTED ALUMINUM CONTINUOUS
GUTTER SYSTEM WITH LEAF GUARD (SEE SPECS)
16
STRUCTUAL ROUND CONCRETE COLUMN
17
CONCRETE BENCH
N.T.S.
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025
EXTERIOR FINISH MATERIALS
STANDING SEAM METAL ROOF
BASIS OF DESIGN FINISH: CARDINAL RED
ROOF
EXTERIOR PAINT
EPT1:
HIGH PERFORMANCE PAINT. 
COLOR TO MATCH SHERWIN WILLIAMS: 
xxxx (@ALL EXPOSED STRUCTURAL STEEL 
FRAMING)
EXTERIOR STAIRS
8" CAST IN PLACE CONCRETE WITH 
ALUMINUM GUARDRAIL
NOTE: REFER TO WALL ASSEMBLIES ON SHEET A8.0
GLAZING
CLEAR TEMPERED INSULATED GLAZING 
UNITS
CLEAR TEMPERED INSULATED GLAZING 
UNITS WITH FROSTED GLASS
CWP-1: SOLID  / FIELD COLOR 1
CWP-2: HORIZONTAL PATTERN / 
ACCENT COLOR 1
CWP-3: SOLID ACCENT COLOR 3
CWP-4: SOLID FIELD COLOR 4
COLOR & TEXTURE LEGEND
COMPOSITE WALL PANEL 
CLADDING SYSTEM
CWP-5: VERTICAL PATTERN / ACCENT 
COLOR 5
CWP-6: SOLID ACCENT COLOR 6
CWP-7: SOLID ACCENT COLOR 7
SHEET NOTES
#
EL: +  226' - 0" ASL
Area B - Level 1( - 4' - 0" AFF)
EL: +  240' - 0" ASL
Area B - Level 2( + 10' - 0" AFF)
B2
B4.5
B6.8
B5
B6
B4
B7
B8
B3
B9
B10
B6.5
B7.5
EL: +  230' - 0" ASL
LEVEL 4(
1
5
16
16
10
15
EL: + 35' - 9"
EL: + 34' - 4"
0" 
12"
EL: +  226' - 0" ASL
Area B - Level 1( - 4' - 0" AFF)
EL: +  240' - 0" ASL
Area B - Level 2( + 10' - 0" AFF)
B2
B4.5
B6.8
B5
B6
B4
B7
B8
B3
B9
B10
B6.5
B7.5
EL: +  230' - 0" ASL
LEVEL 4(
10
4
16
16
4
15
EL: + 34' - 4"
EL: + 35' - 9"
1
5
9
REVISIONS
- NOT FOR 
CONSTRUCTION -
A
B
C
D
E
F
1
2
3
4
5
KEY PLAN
305-266-6553
Miami, FL 33126
5757 Waterford District Drive 
Suite 400
MEP Engineers 
TLC Engineering
786-491-7660
Miami, FL 33130
80 SW 8th Street, Suite 2160
Structural Engineers 
Thornton Thomasetti
617-876-2100
Newton, MA 02458
63 Chapel Street
Food Service
RealFood Hospitality, 
Strategy & Design
786-264-7200
Miami, FL 33131
1221 Brickell Avenue, 
Suite 1800
Civil & Landscape
Langan
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
A
B
C
D
NORTH
DRAFT
11/17/2025 5:46:15 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
EXTERIOR ELEVATIONS
- AREA B - 2
FCD
A5.04
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
1
STANDING SEAM METAL ROOF/WALL SYSTEM
2
TRANSLUCENT CANOPY WITH POTENTIAL SOLAR
PV SYSTEM
3
OCULUS DORMER
4
ALUMINUM FRAMED GLAZING SYSTEM
5
ALUMINUM FRAMED WINDOW GLAZING SYSTEM
6
HURRICANE-RATED LOUVER. COLOR TO MATCH
9
CAST IN PLACE CONCRETE STAIRS
10
ALUMINUM GUARDRAIL
11
METAL SUNSHADE LOUVER SYSTEM ON METAL
SUBSTRUCTURE, TYP.
12
PRE-FINISHED METAL PARAPET CAP
14
HORIZONTAL SUNSHADE
15
PRE-FINISHED PAINTED ALUMINUM CONTINUOUS
GUTTER SYSTEM WITH LEAF GUARD (SEE SPECS)
16
STRUCTUAL ROUND CONCRETE COLUMN
17
CONCRETE BENCH
Scale:  1/8" = 1'-0"
FCD
A5.04
2
AREA B (CLASSROOMS) EAST ELEVATION
Scale:  1/8" = 1'-0"
FCD
A5.04
1
AREA B (CLASSROOMS) WEST ELEVATION
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025
EL: +  230' - 0" ASL
Area C - Level 1( + 0' - 0" AFF)
CA
CB
EL: +  230' - 0" ASL
LEVEL 4(
2
4
14
16
17
EL: + 24' - 10"
EL: + 16' - 4"
1
EL: +  230' - 0" ASL
Area C - Level 1( + 0' - 0" AFF)
CA
CB
EL: +  230' - 0" ASL
LEVEL 4(
1
2
5
16
4
15
EL: + 16' - 4"
EL: + 24' - 10"
1" 
12"
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 GUARDRAIL
NOTE: REFER TO WALL ASSEMBLIES ON SHEET A8.0
GLAZING
CLEAR TEMPERED INSULATED GLAZING 
UNITS
CLEAR TEMPERED INSULATED GLAZING 
UNITS WITH FROSTED GLASS
CWP-1: SOLID  / FIELD COLOR 1
CWP-2: HORIZONTAL PATTERN / 
ACCENT COLOR 1
CWP-3: SOLID ACCENT COLOR 3
CWP-4: SOLID FIELD COLOR 4
COLOR & TEXTURE LEGEND
COMPOSITE WALL PANEL 
CLADDING SYSTEM
CWP-5: VERTICAL PATTERN / ACCENT 
COLOR 5
CWP-6: SOLID ACCENT COLOR 6
CWP-7: SOLID ACCENT COLOR 7
SHEET NOTES
#
REVISIONS
- NOT FOR 
CONSTRUCTION -
A
B
C
D
E
F
1
2
3
4
5
KEY PLAN
305-266-6553
Miami, FL 33126
5757 Waterford District Drive 
Suite 400
MEP Engineers 
TLC Engineering
786-491-7660
Miami, FL 33130
80 SW 8th Street, Suite 2160
Structural Engineers 
Thornton Thomasetti
617-876-2100
Newton, MA 02458
63 Chapel Street
Food Service
RealFood Hospitality, 
Strategy & Design
786-264-7200
Miami, FL 33131
1221 Brickell Avenue, 
Suite 1800
Civil & Landscape
Langan
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
A
B
C
D
NORTH
DRAFT
11/17/2025 5:46:21 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
EXTERIOR ELEVATIONS
- AREA C - 1
FCD
A5.05
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
Scale:
FCD
A5.05
5
AXO AREA C
Scale:  1/8" = 1'-0"
FCD
A5.05
2
AREA C (DINING ) NORTH ELEVATION
Scale:  1/8" = 1'-0"
FCD
A5.05
1
AREA C (DINING ) SOUTH ELEVATION
1
STANDING SEAM METAL ROOF/WALL SYSTEM
2
TRANSLUCENT CANOPY WITH POTENTIAL SOLAR
PV SYSTEM
3
OCULUS DORMER
4
ALUMINUM FRAMED GLAZING SYSTEM
5
ALUMINUM FRAMED WINDOW GLAZING SYSTEM
6
HURRICANE-RATED LOUVER. COLOR TO MATCH
9
CAST IN PLACE CONCRETE STAIRS
10
ALUMINUM GUARDRAIL
11
METAL SUNSHADE LOUVER SYSTEM ON METAL
SUBSTRUCTURE, TYP.
12
PRE-FINISHED METAL PARAPET CAP
14
HORIZONTAL SUNSHADE
15
PRE-FINISHED PAINTED ALUMINUM CONTINUOUS
GUTTER SYSTEM WITH LEAF GUARD (SEE SPECS)
16
STRUCTUAL ROUND CONCRETE COLUMN
17
CONCRETE BENCH
N.T.S.
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025
EXTERIOR FINISH MATERIALS
STANDING SEAM METAL ROOF
BASIS OF DESIGN FINISH: CARDINAL RED
ROOF
EXTERIOR PAINT
EPT1:
HIGH PERFORMANCE PAINT. 
COLOR TO MATCH SHERWIN WILLIAMS: 
xxxx (@ALL EXPOSED STRUCTURAL STEEL 
FRAMING)
EXTERIOR STAIRS
8" CAST IN PLACE CONCRETE WITH 
ALUMINUM GUARDRAIL
NOTE: REFER TO WALL ASSEMBLIES ON SHEET A8.0
GLAZING
CLEAR TEMPERED INSULATED GLAZING 
UNITS
CLEAR TEMPERED INSULATED GLAZING 
UNITS WITH FROSTED GLASS
CWP-1: SOLID  / FIELD COLOR 1
CWP-2: HORIZONTAL PATTERN / 
ACCENT COLOR 1
CWP-3: SOLID ACCENT COLOR 3
CWP-4: SOLID FIELD COLOR 4
COLOR & TEXTURE LEGEND
COMPOSITE WALL PANEL 
CLADDING SYSTEM
CWP-5: VERTICAL PATTERN / ACCENT 
COLOR 5
CWP-6: SOLID ACCENT COLOR 6
CWP-7: SOLID ACCENT COLOR 7
SHEET NOTES
#
EL: +  230' - 0" ASL
Area C - Level 1( + 0' - 0" AFF)
C1
C4
C5
C3
EL: +  230' - 0" ASL
LEVEL 4(
5
2
16
15
EL: + 24' - 5"
EL: + 24' - 10"
0" 
12"
EL: +  230' - 0" ASL
Area C - Level 1( + 0' - 0" AFF)
C1
C4
C5
C3
EL: +  230' - 0" ASL
LEVEL 4(
5
4
1
2
16
14
4
15
17
EL: + 24' - 5"
EL: + 24' - 10"
C116
REVISIONS
- NOT FOR 
CONSTRUCTION -
A
B
C
D
E
F
1
2
3
4
5
KEY PLAN
305-266-6553
Miami, FL 33126
5757 Waterford District Drive 
Suite 400
MEP Engineers 
TLC Engineering
786-491-7660
Miami, FL 33130
80 SW 8th Street, Suite 2160
Structural Engineers 
Thornton Thomasetti
617-876-2100
Newton, MA 02458
63 Chapel Street
Food Service
RealFood Hospitality, 
Strategy & Design
786-264-7200
Miami, FL 33131
1221 Brickell Avenue, 
Suite 1800
Civil & Landscape
Langan
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
A
B
C
D
NORTH
DRAFT
11/17/2025 5:46:26 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
EXTERIOR ELEVATIONS
- AREA C - 2
FCD
A5.06
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
1
STANDING SEAM METAL ROOF/WALL SYSTEM
2
TRANSLUCENT CANOPY WITH POTENTIAL SOLAR
PV SYSTEM
3
OCULUS DORMER
4
ALUMINUM FRAMED GLAZING SYSTEM
5
ALUMINUM FRAMED WINDOW GLAZING SYSTEM
6
HURRICANE-RATED LOUVER. COLOR TO MATCH
9
CAST IN PLACE CONCRETE STAIRS
10
ALUMINUM GUARDRAIL
11
METAL SUNSHADE LOUVER SYSTEM ON METAL
SUBSTRUCTURE, TYP.
12
PRE-FINISHED METAL PARAPET CAP
14
HORIZONTAL SUNSHADE
15
PRE-FINISHED PAINTED ALUMINUM CONTINUOUS
GUTTER SYSTEM WITH LEAF GUARD (SEE SPECS)
16
STRUCTUAL ROUND CONCRETE COLUMN
17
CONCRETE BENCH
Scale:  1/8" = 1'-0"
FCD
A5.06
1
AREA C (DINING ) WEST ELEVATION
Scale:  1/8" = 1'-0"
FCD
A5.06
2
AREA C (DINING ) EAST ELEVATION
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025
EL: +  226' - 0" ASL
Area D - Level 1( - 4' - 0" AFF)
EL: +  240' - 0" ASL
Area D - Level 2( + 10' - 0" AFF)
EL: +  252' - 0" ASL
Area D - Roof( + 22' - 0" AFF)
D-A
D-B
D-D
D-C
D-E
EL: +  219' - 0" ASL
Area D - GYM CISTERN(
16
1
4
5
15
1
EL: +  226' - 0" ASL
Area D - Level 1( - 4' - 0" AFF)
EL: +  240' - 0" ASL
Area D - Level 2( + 10' - 0" AFF)
EL: +  252' - 0" ASL
Area D - Roof( + 22' - 0" AFF)
D-A
D-B
D-D
D-C
D-E
EL: +  219' - 0" ASL
Area D - GYM CISTERN(
1
5
16
1
4
15
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 GUARDRAIL
NOTE: REFER TO WALL ASSEMBLIES ON SHEET A8.0
GLAZING
CLEAR TEMPERED INSULATED GLAZING 
UNITS
CLEAR TEMPERED INSULATED GLAZING 
UNITS WITH FROSTED GLASS
CWP-1: SOLID  / FIELD COLOR 1
CWP-2: HORIZONTAL PATTERN / 
ACCENT COLOR 1
CWP-3: SOLID ACCENT COLOR 3
CWP-4: SOLID FIELD COLOR 4
COLOR & TEXTURE LEGEND
COMPOSITE WALL PANEL 
CLADDING SYSTEM
CWP-5: VERTICAL PATTERN / ACCENT 
COLOR 5
CWP-6: SOLID ACCENT COLOR 6
CWP-7: SOLID ACCENT COLOR 7
SHEET NOTES
#
REVISIONS
- NOT FOR 
CONSTRUCTION -
A
B
C
D
E
F
1
2
3
4
5
KEY PLAN
305-266-6553
Miami, FL 33126
5757 Waterford District Drive 
Suite 400
MEP Engineers 
TLC Engineering
786-491-7660
Miami, FL 33130
80 SW 8th Street, Suite 2160
Structural Engineers 
Thornton Thomasetti
617-876-2100
Newton, MA 02458
63 Chapel Street
Food Service
RealFood Hospitality, 
Strategy & Design
786-264-7200
Miami, FL 33131
1221 Brickell Avenue, 
Suite 1800
Civil & Landscape
Langan
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
A
B
C
D
NORTH
DRAFT
11/17/2025 5:46:31 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
EXTERIOR ELEVATIONS
- AREA D - 1
FCD
A5.07
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
Scale:
FCD
A5.07
3
AXO AREA D
Scale:  1/8" = 1'-0"
FCD
A5.07
2
AREA D (GYM) NORTH ELEVATION
Scale:  1/8" = 1'-0"
FCD
A5.07
1
AREA D (GYM) SOUTH ELEVATION
1
STANDING SEAM METAL ROOF/WALL SYSTEM
2
TRANSLUCENT CANOPY WITH POTENTIAL SOLAR
PV SYSTEM
3
OCULUS DORMER
4
ALUMINUM FRAMED GLAZING SYSTEM
5
ALUMINUM FRAMED WINDOW GLAZING SYSTEM
6
HURRICANE-RATED LOUVER. COLOR TO MATCH
9
CAST IN PLACE CONCRETE STAIRS
10
ALUMINUM GUARDRAIL
11
METAL SUNSHADE LOUVER SYSTEM ON METAL
SUBSTRUCTURE, TYP.
12
PRE-FINISHED METAL PARAPET CAP
14
HORIZONTAL SUNSHADE
15
PRE-FINISHED PAINTED ALUMINUM CONTINUOUS
GUTTER SYSTEM WITH LEAF GUARD (SEE SPECS)
16
STRUCTUAL ROUND CONCRETE COLUMN
17
CONCRETE BENCH
N.T.S.
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025
EXTERIOR FINISH MATERIALS
STANDING SEAM METAL ROOF
BASIS OF DESIGN FINISH: CARDINAL RED
ROOF
EXTERIOR PAINT
EPT1:
HIGH PERFORMANCE PAINT. 
COLOR TO MATCH SHERWIN WILLIAMS: 
xxxx (@ALL EXPOSED STRUCTURAL STEEL 
FRAMING)
EXTERIOR STAIRS
8" CAST IN PLACE CONCRETE WITH 
ALUMINUM GUARDRAIL
NOTE: REFER TO WALL ASSEMBLIES ON SHEET A8.0
GLAZING
CLEAR TEMPERED INSULATED GLAZING 
UNITS
CLEAR TEMPERED INSULATED GLAZING 
UNITS WITH FROSTED GLASS
CWP-1: SOLID  / FIELD COLOR 1
CWP-2: HORIZONTAL PATTERN / 
ACCENT COLOR 1
CWP-3: SOLID ACCENT COLOR 3
CWP-4: SOLID FIELD COLOR 4
COLOR & TEXTURE LEGEND
COMPOSITE WALL PANEL 
CLADDING SYSTEM
CWP-5: VERTICAL PATTERN / ACCENT 
COLOR 5
CWP-6: SOLID ACCENT COLOR 6
CWP-7: SOLID ACCENT COLOR 7
SHEET NOTES
#
EL: +  226' - 0" ASL
Area D - Level 1( - 4' - 0" AFF)
EL: +  240' - 0" ASL
Area D - Level 2( + 10' - 0" AFF)
EL: +  252' - 0" ASL
Area D - Roof( + 22' - 0" AFF)
D1
D2
D3
D4
EL: +  219' - 0" ASL
Area D - GYM CISTERN(
1
16
1
15
15
EL: +  226' - 0" ASL
Area D - Level 1( - 4' - 0" AFF)
EL: +  240' - 0" ASL
Area D - Level 2( + 10' - 0" AFF)
EL: +  252' - 0" ASL
Area D - Roof( + 22' - 0" AFF)
D1
D2
D3
D4
EL: +  219' - 0" ASL
Area D - GYM CISTERN(
16
4
5
15
16
1
REVISIONS
- NOT FOR 
CONSTRUCTION -
A
B
C
D
E
F
1
2
3
4
5
KEY PLAN
305-266-6553
Miami, FL 33126
5757 Waterford District Drive 
Suite 400
MEP Engineers 
TLC Engineering
786-491-7660
Miami, FL 33130
80 SW 8th Street, Suite 2160
Structural Engineers 
Thornton Thomasetti
617-876-2100
Newton, MA 02458
63 Chapel Street
Food Service
RealFood Hospitality, 
Strategy & Design
786-264-7200
Miami, FL 33131
1221 Brickell Avenue, 
Suite 1800
Civil & Landscape
Langan
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
A
B
C
D
NORTH
DRAFT
11/17/2025 5:46:35 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
EXTERIOR ELEVATIONS
- AREA D - 2
FCD
A5.08
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
1
STANDING SEAM METAL ROOF/WALL SYSTEM
2
TRANSLUCENT CANOPY WITH POTENTIAL SOLAR
PV SYSTEM
3
OCULUS DORMER
4
ALUMINUM FRAMED GLAZING SYSTEM
5
ALUMINUM FRAMED WINDOW GLAZING SYSTEM
6
HURRICANE-RATED LOUVER. COLOR TO MATCH
9
CAST IN PLACE CONCRETE STAIRS
10
ALUMINUM GUARDRAIL
11
METAL SUNSHADE LOUVER SYSTEM ON METAL
SUBSTRUCTURE, TYP.
12
PRE-FINISHED METAL PARAPET CAP
14
HORIZONTAL SUNSHADE
15
PRE-FINISHED PAINTED ALUMINUM CONTINUOUS
GUTTER SYSTEM WITH LEAF GUARD (SEE SPECS)
16
STRUCTUAL ROUND CONCRETE COLUMN
17
CONCRETE BENCH
Scale:  1/8" = 1'-0"
FCD
A5.08
1
AREA D (GYM) WEST ELEVATION
Scale:  1/8" = 1'-0"
FCD
A5.08
2
AREA D (GYM) EAST ELEVATION
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025
REVISIONS
- NOT FOR 
CONSTRUCTION -
A
B
C
D
E
F
1
2
3
4
5
KEY PLAN
305-266-6553
Miami, FL 33126
5757 Waterford District Drive 
Suite 400
MEP Engineers 
TLC Engineering
786-491-7660
Miami, FL 33130
80 SW 8th Street, Suite 2160
Structural Engineers 
Thornton Thomasetti
617-876-2100
Newton, MA 02458
63 Chapel Street
Food Service
RealFood Hospitality, 
Strategy & Design
786-264-7200
Miami, FL 33131
1221 Brickell Avenue, 
Suite 1800
Civil & Landscape
Langan
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
A
B
C
D
NORTH
11/17/2025 5:46:53 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
BUILDING
AXONOMETRICS
FCD
A5.21
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
Scale:
FCD
A5.21
1
BUILDING AXONOMETRIC
N.T.S.
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025
REVISIONS
- NOT FOR 
CONSTRUCTION -
A
B
C
D
E
F
1
2
3
4
5
KEY PLAN
305-266-6553
Miami, FL 33126
5757 Waterford District Drive 
Suite 400
MEP Engineers 
TLC Engineering
786-491-7660
Miami, FL 33130
80 SW 8th Street, Suite 2160
Structural Engineers 
Thornton Thomasetti
617-876-2100
Newton, MA 02458
63 Chapel Street
Food Service
RealFood Hospitality, 
Strategy & Design
786-264-7200
Miami, FL 33131
1221 Brickell Avenue, 
Suite 1800
Civil & Landscape
Langan
Architect 
100 Biscayne Blvd., 27th Floor
Miami. Florida 33132
t 305 .372 . 5222
e info@zyscovich.com
w www.zyscovich.com
A
B
C
D
NORTH
11/17/2025 5:47:11 PM
Autodesk Docs://USVI - Emmanuel Benjamin Oliver PreK- 8/ZYS_Oliver_Arch_R24.rvt
2025-0289.05
DECEMBER 15TH, 2025
EMANUEL BENJAMIN OLIVER
PK-8 SCHOOL
DESIGN
DEVELOPMENT
BUILDING
AXONOMETRICS
FCD
A5.22
325 Palmetto Rd, Anna's Retreat, St Thomas 00802, U.S. Virgin Islands
U.S. VIRGIN ISLANDS DEPARTMENT OF EDUCATION
Scale:
FCD
A5.22
1
BUILDING AXONOMETRIC
N.T.S.
Rev
Date
Note
FCD DRAWINGS                 
NOVEMBER 17th 2025