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VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE RUDOLPH SHULTERBRANDT AGRICULTURAL GROUNDS 1 LOWER LOVE ST. CROIX, U.S. VIRGIN ISLANDS ST. CROIX ADMINISTRATIVE BUILDING 1. PROJECT IDENTIFICATION: V.I. DEPARTMENT OF AGRICULTURE ADMINISTRATIVE BUILDING 2. PARCEL ID NO. 406300040200 3. SITE ZONING: P-PUBLIC 4. OWNER: GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES (VI DEPARTMENT OF AGRICULTURE) 5. ARCHITECT: BOSCHULTE ARCHITECTURE, LLC, PO BOX 303190, ST. THOMAS, U.S.V.I. 00802 6. KEEP ACCESS EASEMENTS, DRIVEWAYS, AND ENTRANCES SERVING PREMISES AND ADJACENT PROPERTIES CLEAR AND AVAILABLE TO OWNER AND EMERGENCY VEHICLES AT ALL TIMES. DO NOT USE THESE AREAS FOR PARKING OR STORAGE OF MATERIALS. 7. COORDINATE, SCHEDULE, AND APPROVE PERMANENT AND TEMPORARY UTILITIES, INCLUDING THOSE NECESSARY TO MAKE CONNECTIONS FOR TEMPORARY SERVICES. 8. DO NOT DISTURB PORTIONS OF THE SITE BEYOND AREAS IN WHICH THE WORK IS INDICATED. 9. REMOVE WASTE MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM IN A LANDFILL OR INCINERATOR ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND LEGAL DISPOSAL OFF-SITE FOR ALL DEMOLITION AND CONSTRUCTION WASTE DEBRIS, AND FOR ANY DUMPSTER, TRUCKING AND LANDFILL FEES. 10. ALL WORK DONE SHALL COMPLY WITH THE LATEST EDITION OF THE VIRGIN ISLANDS BUILDING CODE. 11. JOB SITE VISITS BY THE OWNER OR ARCHITECT DO NOT CONSTITUTE AN OFFICIAL INSPECTION UNLESS SPECIFICALLY REQUESTED BY THE CONTRACTOR. 12. THE ARCHITECT SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION BY THE CONTRACTOR. 13. DO NOT SCALE DRAWINGS. 14. DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT MAY BE CAUSE FOR THE WORK TO BE REJECTED BY THE ARCHITECT. THE ARCHITECT SHALL NOT BE HELD LIABLE FOR ANY DAMAGES OR INJURIES WHICH MAY OCCUR DUE TO ANY UNAPPROVED DEVIATION FROM THE CONSTRUCTION DOCUMENTS. 15. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS SHOWN PRIOR TO ORDERING, SIZING, AND CUTTING OF ALL PROJECT MATERIALS. 16. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IN WRITING IF CONDITIONS ENCOUNTERED IN FIELD ARE DIFFERENT FROM CONDITIONS INDICATED ON DRAWINGS. GENERAL NOTES 1. PROJECT IDENTIFICATION: V.I. DEPARTMENT OF AGRICULTURE ADMINISTRATIVE BUILDING 2. PARCEL ID NO. 406300040200 3. SITE ZONING: P-PUBLIC 4. NAME AND ADDRESS OF APPLICANT: GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES VI DEPARTMENT OF AGRICULTURE RUDOLPH SHULTERBRANT AGRICULTURAL GROUNDS 1 LOWER LOVE ST. CROIX, U.S. VIRGIN ISLANDS 5. LOCATION OF PROJECT: VI DEPARTMENT OF AGRICULTURE RUDOLPH SHULTERBRANT AGRICULTURAL GROUNDS 1 LOWER LOVE ST. CROIX, U.S. VIRGIN ISLANDS GPS COORDINATES: LATITUDE: 17.718965636156057 LONGITUDE: -64.8081348364521111 6. ABSTRACT / DECRIPTION OF PROJECT: DEPT. OF AGRICULTURE PROPOSES TO CONSTRUCT A NEW TWO-STORY OFFICE BUILDING TO HOUSE THE ADMINISTRATIVE FUNCTIONS OF THE DEPARMENT. THE NEW STRUCTURE REPLACES A PREVIOUSLY DEMOLISHED HURRICANE DAMAGED OFFICE BUILDING. 7. SUMMARY OF PROPOSED ACTIVITY A. PURPOSE OF PROJECT IS TO CONSTRUCT A NEW TWO-STORY OFFICE BUILDING WITH PAVED PARKING AREA, SIDEWALKS, AND LANDSCAPING. B. PRESENCE AND LOCATION OF ANY CRITICAL AREAS: a. HISTORICAL: NONE b. ENVIRONMENTAL: EXISTING GUT TO THE EAST (NOT ALTERING THE GUT) c. CULTURAL: SITE IS USED FOR ANNUAL AGRICULTURAL FAIR. PROJECT WILL BE IN SUPPORT OF THIS CULTURAL ACTIVITY BY IMPROVING ENTRY GATE, PROVIDING ACCESSIBLE SIDEWALK TO THE PUBLIC WAY, AND PAVED AREAS FOR DISPLAY BOOTHS. C. PROPOSED METHOD OF LAND CLEARING: SITE IS A PREVIOUSLY DEVELOPED LOW-SLOPE SITE WITH ORNAMENTAL LANDSCAPING PALM TREES. PROJECT ANTICIPATES USE OF EXCAVATOR FOR DIGGING OF BUILDING FOUNDATION AND BACKHOE FOR FINAL GRADING. D. PROVISIONS TO PERSERVE TOPSOIL AND LIMIT SITE DISTURBANCE: a. SITE LIMITS IS DEFINED ON EROSION CONTROL PLAN. AREAS OF SITE BEYOND SITE LIMITS SHALL NOT BE DISTURBED. b. EROSION CONTROL PLAN DEFINES AREA OF TOP SOIL STOCKPILING, WITH TEMPORARY SILT FENCE BARRIER RUNOFF PROTECTION. ANY STOCKPILED TOPSOIL SHALL REMAIN ON SITE AND USED FOR FINAL GRADING. E. EROSION AND SEDIMENTATION CONTROL DEVICES TO BE IMPLEMENTED: a. PROJECT WILL UTILIZE TEMPORARY SEDIMENT SILT FENCE AROUND AREAS OF SITE DISTURBENCE. b. ANY STORM DRAIN DROP INLETS WILL HAVE TEMPORARY INSTALLED STORM DRAIN INLET PROTECTION CONTROLS TO INCLUE FILTER FABRIC AND/OR FILTER SOCKS AS MAY BE REQUIRED TO PREVENT SOIL AND DEBRIS FROM ENTERING STORM DRAIN INLETS. c. CONCRETE WASHOUT AREA WILL BE INSTALLED FOR WASHING OUT OF CONCRETE TRUCKS, PUMP TRUCKS, TOOLS, AND EQUIPMENT. F. SCHEDULE FOR EARTH CHANGINE ACTIVITIES AND EROSION/SEDIMENT CONTROL MEASURES: a. REFER TO EROSION CONTROL PLAN. G. MAINTENANCE OF EROSOIN AND SEDIMENT CONTROL MEASURES: a. REFER TO EROSION CONTROL PLAN. H. METHOD OF STORMWATER MANAGMENT a. PROJECT TO MINIMALLY ALTER DIRECTION OF NATURAL STORMWATER DRAINAGE. PROJECT TO UTILIZE SHEET FLOW DRAINAGE TO EXISTING LOW SLOPE GRASSY FIELD LEADING TO EXISTING GUT TO THE EAST OF PROJECT SITE. b. PARKING AND DRIVEWAY AREAS TO BE PAVED USING PERVIOUS PAVING TO MINIMIZE RUNOFF. IMPERVIOUS METAL ROOF AREA RAINWATER TO BE COLLECTED AND STORED IN CISTERN FOR USE IN BUILDING SYSTEMS. I. MAINTENANCE SCHEDULE FOR STORMWATER FACILITES: a. SEE CIVIL PLAN J. METHOD OF SEWERAGE DISPOSAL: a. PROJECT TO UTILIZE EXISTING WASTEWATER CONNECTION TO MUNICIPAL (VIWMA) SEWER SYSTEM. FEDERAL CONSISTENCY NOTES Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 G100 COVER SHEET ADMINISTRATIVE BUILDING LOCATION MAP VICINITY MAP PROJECT SITE: 1 LOWER LOVE ST. CROIX, VI ST. CROIX, VI N.T.S. N.T.S. N N CENTERLINE ROAD UVI CAMPUS RUDOLPH SHULTERBRANDT AGRICULTURAL GROUNDS PROJECT SITE: 1 LOWER LOVE ST. CROIX, VI FEDERAL CONSISTENCY DETERMINATION SET 11/06/2022 No. Description Date P303 DETAILS P302 DETAILS P301 DETAILS P200 ISOMETRIC P103 ROOF PLUMBING PLAN P102 LEVEL TWO PLUMBING PLAN P101 LEVEL ONE PLUMBING PLAN P100 CISTERN LEVEL PLUMBING PLAN PLUMBING E300 ELECTRICAL NOTES AND LEGEND E202 LEVEL TWO REFLECTED CEILING PLAN E202 LEVEL TWO LIGHTING PLAN E201 LEVEL ONE LIGHTING PLAN E102 LEVEL TWO POWER PLAN E101 LEVEL ONE POWER PLAN ELECTRICAL M501 HVAC DETAILS M500 HVAC DETAILS M403 HVAC DETAILS M402 HVAC DETAILS M401 HVAC DETAILS M400 HVAC DETAILS M103 MECHANICAL ROOF PLAN M102 LEVEL TWO MECHANICAL PLAN M101 LEVEL ONE MECHANICAL PLAN MECHANICAL S505 CONCRETE DETAILS S503 TYPICAL MASONRY DETAILS S301 STRUCTURAL BUILDING SECTIONS S202 STRUCTURAL ELEVATIONS S201 STRUCTURAL ELEVATIONS S103 ROOF STRUCTURAL PLAN S102 LEVEL TWO STRUCTURAL PLAN S101 LEVEL ONE STRUCTURAL PLAN S100 CISTERN LEVEL FOUNDATION PLAN S002 COMPONENTS AND CLADDING WIND... S001 GENERAL NOTES S000 GENERAL NOTES STRUCTURAL A602 ROOM FINISH SCHEDULE A601 WINDOW SCHEDULES A601 DOOR SCHEDULES A501 ARCHITECTURAL DETAILS A406 ENLARGED PLANS AND ELEVATIONS A405 ENLARGED PLANS AND ELEVATIONS A404 ENLARGED PLANS AND ELEVATIONS A403 ENLARGED PLANS AND ELEVATIONS A402 ENLARGED PLANS AND ELEVATIONS A401 ENLARGED PLANS AND ELEVATIONS A304 BUILDING SECTIONS A303 BUILDING SECTIONS A302 BUILDING SECTIONS A301 BUILDING SECTIONS A202 NORTH AND WEST ELEVATIONS A201 SOUTH AND EAST ELEVATIONS A103 ROOF PLAN A102.1 LEVEL TWO REFLECTED CEILING PLAN A102 LEVEL TWO FLOOR PLAN A101.1 LEVEL ONE REFLECTED CEILING PLAN A101 LEVEL ONE FLOOR PLAN A100 CISTERN FLOOR PLAN ARCHITECTURAL C011 UTILITY DETAILS C010 UTILITY PLAN C009 PAVING, GRADEING & DRAINAGE DETAILS C008 PAVING, GRADEING & DRAINAGE DETAILS C007 PAVING, GRADING & DRAINAGE SECTIONS C006 PAVING, GRADING & DRAINAGE PLAN C005 SITE & GEOMETRY PLAN C004 DEMOLITION PLAN C003 SWPPP & DETAILS C002 EXISTING CONDITIONS PLAN C001 GENERAL NOTES CIVIL SP-1 TOPOGRAPHY SURVEY G502 ADA COMPLIANCE AND MOUNTING HEIGHTS G501 ADA COMPLIANCE AND MOUNTING HEIGHTS G102 SITE MAPS G101 BUILDING CODE SUMMARY G100 COVER SHEET GENERAL SHEET NAME INDEX OF DRAWINGS RENDERING UP DN DN UP DN DN BUILDING CODE SUMMARY NOTE: ALL CONSTRCUTION SHALL COMPLY WITH THE VIRGIN ISLANDS CODE AND THE INTERNATIONAL BUILDING CODE 2021 AS APPLICABLE. INTERNATIONAL BUILDING CODE 2021 USE AND OCCUPANCY CLASSIFICATION: BUSINESS GROUP B (CIVIC ADMINISTRATION) [12,136 GROSS S.F.] ACCESSORY OCCUPANCIES (EACH ARE LESS THAN 10% OF THE MAIN OCCUPANCY): A-3 ASSEMBLY CONFERENCE ROOM / TRAINING ROOM [764 S.F. NET] OCCUPANCY LOAD FACTOR, CONCENTRATED = 109 PERSONS BUILDING HEIGHT: TWO (2) STORIES SQUARE FOOTAGE SUMMARY: GROSS SQUARE FOOTAGE, BUSINESS GROUP B = 10,975 S.F. LEVEL ONE = 6,068 S.F. (GROSS) LEVEL TWO = 4,907 S.F. (GROSS) TYPE OF CONSTRUCTION: TYPE V-B (STRUCTURAL ELEMENTS, EXTERIOR WALLS, INTERIOR WALLS ARE OF ANY CODE-PERMITTED MATERIALS) FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) FOR TYPE V-B CONSTRUCTION (Table 601): PRIMARY STRUCTURAL FRAME: 0 HOURS (NON-SPRINKLERED BUILDING) BEARING WALLS: EXTERIOR: 0 HOURS INTERIOR: 0 HOURS (NON-SPRINKLERED) NON-BEARING WALLS AND PARTITIONS, INTERIOR: 0 HOURS FLOOR CONSTRUCTION AND SECONDARY MEMBERS: 0 HOURS ROOF CONSTRUCTION AND SECONDARY MEMBERS: 0 HOURS COORIDOR FIRE-RESISTANCE RATING FOR OCCUPANT LOADS GREATER THAN 30 = ____ HOURS ALLOWABLE BUILDLING HEIGHT ABOVE GRADE PLANE, TYPE V-B CONSTRUCTION, NON-SPRINKLERED: 40 FEET (Table 504.3) ALLOWABLE STORIES ABOVE GRADE PLANE, TYPE V-B CONSTRUCTION: 2 STORIES (Table 504.4) ALLOWABLE AREA FACTOR (At): TYPE V-B, NON-SPRINKLERED: 9,000 S.F. (Table 506.2); Lf area factor increase = 0.75 (Section 506.3) ALLOWABLE AREA IN S.F. (Aa) OF EACH STORY: Aa = At + (NS x Lf) = 9,000 + (9,000 x .75) = 15,760 EACH STORY (Section 506.2.1) IBC STRUCTURAL OCCUPANCY CATEGORY: RISK CATEGORY II (Table 1604.5) ACCESSORY OCCUPANT LOAD: ASSEMBLY WITHOUT FIXED SEATS OCCUPANT LOAD FACTOR: UNCONCENTRATED (TABLES AND CHAIRS) 7 NET 764 NET SF / 7 = 109 PERSONS 742 SF CONFERENCE ROOM/ TRAINING ROOM 119 EXIT EXIT EXIT EXIT 132 SF PROPERTY MANAGER 106 128 SF OFFICE MANAGER 107 1632 SF OPEN STAFF WORKSPACE 101 167 SF MALE RESTROOM 115 167 SF FEMALE RESTROOM 116 158 SF BREAK ROOM 118 83 SF COPIER 104 80 SF ELEC. / IT 103 ELEV. EXIT LEVEL ONE OCCUPANT LOAD: FUNCTION: BUSINESS AREAS OCCUPANT LOAD FACTOR: 150 GROSS 5,232 GROSS S.F / 150 = 35 OCCUPANTS EXIT EXIT 1 HR RATED WALL SEPARATION WITHIN 10 FEET OF LANDING PER IBC 2021 1009.7.2 PROTECT OPENINGS IN 1HR RATED WALL PER IBC 2021 SECTION 716 13' - 3" 167 SF MALE RESTROOM 221 1031 SF GREEN ROOF 224 202 SF COMMISSIONER'S OFFICE 215 34 SF RESTROOM 214 180 SF ASSISTANT COMMISSIONER 213 158 SF DEPUTY COMMISSIONER 211 144 SF EXECUTIVE ASSISTANT 216 163 SF FINANCIAL MANAGMENT SUPERVISOR 217 158 SF DIRECTOR OF ADMIN. & MANAGEMENT 210 153 SF ACCOUNTANT 218 162 SF CHIEF PROCUREMENT OFFICER 219 158 SF OFFICE 208 158 SF OFFICE 207 115 SF ADMINISTRATIVE 203 245 SF RESEARCH ROOM / MAP ROOM 206 166 SF FEMALE RESTROOM 222 200 SF VESTIBULE 201 382 SF CORRIDOR 202 LEVEL TWO OCCUPANT LOAD: FUNCTION: BUSINESS AREAS OCCUPANT LOAD FACTOR: 150 GROSS 4,907 GROSS S.F / 150 = 33 OCCUPANTS EXIT EXIT EXIT 1 HR RATED WALL SEPARATION WITHIN 10 FEET OF LANDING PER IBC 2021 1009.7.2 1 HR RATED WALL SEPARATION WITHIN 10 FEET OF LANDING PER IBC 2021 1009.7.2 PROTECT OPENINGS IN 1HR RATED WALL PER IBC 2021 SECTION 716 PROTECT OPENINGS IN 1HR RATED WALL PER IBC 2021 SECTION 716 10' - 0" AREA OF REFUGE 30"x52" 52 SF EXIT 212 EXIT AREA OF REFUGE 30"x52" ELEVATOR ACCESSIBLE MEANS OF EGRESS ELEVATOR COMPLYING WITH IBC 2021 SECTION 1009.4 AREA OF REFUGE 30"x52" AREA OF REFUGE 30"x52" 161 SF MECHANICAL 204 36 SF ELEC. / IT 205 10' - 0" BUILDING CODE SUMMARY DRAWING LEGEND EXIT DOOR LOCATION (REFER TO ELECTRICAL DRAWINGS FOR EXIT SIGN LOCATIONS EXIT ROUTE ACCESSORY OCCUPANCY (A-3 ASSEMBLY); NO SEPARATION REQUIRED OCCUPANT LOAD FACTOR: ASSEMBLY WITHOUT FIXED SEATS, CONCENTRATED = 7 NET NOTES: IF APPLICABLE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS, AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATINOS SHAL BE EFFECTIVELY AND PERMANENETLY IDENTIFIED ITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL: 1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING, OR ATTIC SPACES; 2. BE REPEATED AT INTERVALS NOT EXCEEDING 30 FEET (914 MM) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND 3. INCLUDE LETTERING NOT LESS THAN 0.5 INCH (12.7 MM) IN HEIGHT, INCORPORATING THE SUGGESTED WORDING: "FIRE AND/OR SMOKE BARRIER - PROTECT AL OPENINGS" OR OTHER WORDING. EXIT BUSINESS AREAS OCCUPANT LOAD FACTOR: 150 GROSS NUMBER OF EXITS OCCUPANT LOAD > 30. MAX. COMMON PATH OF EGREES TRAVEL DISTANCE = 75 FEET ZONING SUMMARY SITE ZONING: P - PUBLIC PERMITTED USE: OFFICES, GENERAL REQUIRED PARKING: 1 PER 5 EMPLOYEES 32 EMPLOYEES = 7 PARKING SPACES REQUIRED PROPOSED PARKING: 40 SPACES, INCLUDING 2 VAN ACCESSIBLE ACCESSIBLE PARKING MAXIMUM HEIGHT: AS PER ADJOINING ZONING DISTRICT PROPOSED HEIGHT: 2 STORIES FIRE EXTINGUISHERS INTERIOR SEMI-RECESSED TYPE 2A FIRE EXTINGUISHER AND CABINET FEC FIRE EXTINGUISHER REQUIREMENTS OCCUPANCY: B AMOUNT REQUIRED (NON-SPRINKLERED): ___ PROVIDED: ____ FIRE EXTINGUISHER NOTES 1. PORTABLE FIRE EXTINGUISHERS SHALL NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. 2. EXTINGUISHERS WEIGHING 40 POUNDS OR LESS SHALL BE INSTALLED SO THAT THEIR TOPS ARE NOT EMORE THAN 5 FEET ABOVE THE FLOOR. 3. EXTINGUISHERS WEIGHING MORE THAN 40 POUNDS SHALL BE INSTALLED SO THAT THEIR TOPS ARE NOT MORE THAN 3.5 FEET ABOVE THE FLOOR. THE CLEARANCE BETWEEN THE FLOOR AND THE BOTTOM OF INSTALLED HAND-HELD PORTABLE FIRE EXTINGUISHERS SHALL NOT BE LESS THAN 4 INCHES. ENERGY CODE SUMMARY COMPLY WITH "BEST PRACTICES" BENCHMARKS OF THE 2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) CLIMATE ZONE: VIRGIN ISLANDS 1A (WARM HUMID) TROPICAL CLIMATE REGION: U.S. VIRGIN ISLANDS PROVIDE AN R-VALUE IDENTIFICATION MARK FOR ALL BUILDING THERMAL ENVELOPE INSULATION PER SECTION C303 OF THE IECC. PROVIDE WINDOW, DOORS, AND SKYLIGHT LABELS FOR U-FACTOR RATINGS, SOLAR HEAT GAIN COEFFICIENT (SHGC) AND VISIBLE TRANMITTANCE (VT) OF ALL GLAZED FENESTRATION PRODUCTS PER SECTION C303 OF THE IECC. COMPLY WITH THE REQUIREMENTS OF ASHRAE 90.1 OPAQUE THERMAL ENVELOPE INSULATION COMPONENTS MINIMUM REQUIREMENTS (R-VALUE METHOD): 1. ROOFS: INSULATION ABOVE ROOF DECK: R-20ci 2. WALLS, ABOVE GRADE, MASS: R-5.7ci 3. WALLS, BELOW GRADE: NO REQUIREMENT 4. FLOORS, MASS: NO REQUIREMENT 5. SLAB-ON-GRADE FLOORS, UNHEATED: NO REQUIREMENT Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 G101 BUILDLING CODE SUMMARY ADMINISTRATIVE BUILDING No. Description Date 1/8" = 1'-0" 2 LEVEL ONE BUILDING CODE SUMMARY PLAN 1/8" = 1'-0" 3 LEVEL TWO BULDING CODE SUMMARY PLAN 1 SCHEMATIC DESIGN 7/25/2021 2 DESIGN DEVELOPMENT 12/10/2021 3 CONSTRUCTION DOCUMENTS 50% 6/03/2022 SITE LOCATION: PROPOSED STRUCTURE IS IN FLOOD ZONE X (OUSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN 1% ANNUAL CHANCE FOODPLAIN BOUNDARY CENTERLINE OF WATERWAY SPECIAL FLOOD HAZARD AREA SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE OF FLOOD PROJECT SITE SOIL: HgA HESSELBERG CLAY (0-2% SLOPE) Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 G102 SITE MAPS ADMINISTRATIVE BUILDING No. Description Date 1 SCHEMATIC DESIGN 7/25/2021 2 DESIGN DEVELOPMENT 12/10/2021 3 CONSTRUCTION DOCUMENTS 50% 6/03/2022 N.T.S. 1 FEMA FIRM MAP N.T.S. 2 SOILS MAP L C FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS X 80 2030 FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH 10 max 255 1220 48 max 15 min 380 FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH 15 min 380 48 max 1220 FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH 48 max 1220 44 max 1120 >20-25 max 510-635 20 max 510 (a) (b) FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH 10 max 255 1220 48 max 34 max 865 34 max 865 46 max 1170 > 10-24 max 255-610 (a) (b) FIGURE 305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE 30 min 48 min 30 min 48 min 1220 760 760 1220 (a) forward (b) parallel FIGURE 305.3 CLEAR FLOOR OR GROUND SPACE 48 min 30 min 760 1220 FIGURE 403.5.1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 36 min 48 min 24 max 1220 610 915 32 min 815 32 min 815 915 36 min 610 24 max FIGURE 303.3 BEVELED CHANGE IN LEVEL 4" max X > 27 ≥ 1/4" 1/4" 1/2" 1 2 FRONT APPROACH 1' - 6" min. 5' - 0" min. 4' - 0" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE CLEAR FLOOR SPACE 90.00° HINGE APPROACH 3'-0" or 3'-6" min. 4'-6" or 5'-0" min. 3' - 6" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE CLEAR FLOOR SPACE OPTION 2 90.00° 1' - 10" CLEAR FLOOR SPACE OPTION 1 4'-6" or 5'-0" min. 3'-0" or 3'-6" min. LATCH APPROACH 2' - 0" min. 3' - 6" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE 90.00° CLEAR FLOOR SPACE 4' - 0" min. 2' - 0" min. FRONT APPROACH (WITH CLOSER AND LATCH) 1' - 6" min. 4' - 0" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE 90.00° CLEAR FLOOR SPACE 5' - 0" min. 1'-0" min. HINGE SIDE APPROACH (WITH CLOSER AND LATCH) 3'-0" or 3'-6" min. 4'-6" or 5'-0" min. 4' - 0" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE CLEAR FLOOR SPACE OPTION 2 90.00° 2' - 4" min. CLEAR FLOOR SPACE OPTION 1 4'-6" or 5'-0" min. 3'-0" or 3'-6" min. LATCH SIDE APPROACH (WITH CLOSER) 2' - 0" min. 4' - 0" min. 2' - 8" min. CLEAR FLOOR SPACE PUSH SIDE PULL SIDE 90.00° CLEAR FLOOR SPACE 4' - 6" min. 2' - 0" min. T-SHAPED TURNING SPACE base arm arm 5' - 0" min. 3' - 0" min. 2' - 0" min. 1' - 0" min. 3' - 0" min. 1' - 0" min. 5' - 0" min. 2' - 6" CIRCULAR TURNING SPACE TRANSFER SIDE (b) stall type (a) wall hung type FINISH FLOOR 1' - 0" max. 3' - 6" max. GRAB BAR 4' - 6" max. 33"-36" 2' - 0" min. 1' - 0" min. FINISH FLOOR GRAB BAR 3' - 0" min. ALTERNATE DOOR LOCATION 4" max. 4" max. 2' - 8" min. 16" - 18" 5' - 0" 1' - 0" min. 2' - 0" min. 3' - 0" min. 3' - 6" min. 4'-8" min. 3' - 6" min. 1' - 0" max. 17" max. 1' - 1 1/2" min. FINISH FLOOR 1' - 0" max. 3' - 6" max. GRAB BAR 4' - 6" max. 7" - 9" 15" min. 48" ma. to top of outlet 1' - 1 1/2" 6" max. 11" max. 8" min. 2' - 3" min. 2' - 10" max. 6' - 2" min. 3' - 4" max. to reflective surface MIRROR TOE AND KNEE CLEARANCE 15" - 48" to top of outlet SOAP DISPENSER TOWEL DISPENSER FINISH FLOOR ACCESSORY MOUNTING HEIGHTS LAVATORY ELEVATION TOILET PAPER DISPENSER WALL/ FLOOR MOUNTED TOILET ELEVATIONS URINAL ELEVATIONS WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT PLAN Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 G501 ADA COMPLIANCE AND MOUNTING HEIGHTS 1 50% PROGRESS SET 06/29/2021 10/18/2021 75% PROGRESS SET 2 ADMINISTRATIVE BUILDING N.T.S. 1 BUILDING BLOCKS N.T.S. 2 DOOR CLEARANCES N.T.S. 3 FLOOR CLEARANCES N.T.S. 4 MOUNTING HEIGHTS No. Description Date L C FIGURE 505.7.2 HANDRAIL NON-CIRCULAR CROSS SECTION 100-160 4-6¼ perimeter (a) (b) 2¼ max 57 2¼ max 57 FIGURE 505.10.3 BOTTOM HANDRAIL EXTENSION AT STAIRS X X Note: X = tread depth FIGURE 505.10.2 TOP HANDRAIL EXTENSION AT STAIRS 12 min 305 FIGURE 503.3 PASSENGER LOADING ZONE ACCESS AISLE vehicle pull-up space AREA TO BE MARKED curb line full length of 1525 60 min FIGURE 406.3 SIDES OF CURB RAMPS FLARED SIDES 1:10 MAX SLOPE slope slope FIGURE 505.10.1 TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS 12 min 305 12 min 305 FIGURE 505.6 HORIZONTAL PROJECTIONS BELOW GRIPPING SURFACE 38 1½ min FIGURE 505.5 HANDRAIL CLEARANCE 38 1½ min FIGURE 505.4 HANDRAIL HEIGHT 34-38 865-965 (a) stairs (b) ramps 865-965 34-38 (c) walking surfaces 34-38 865-965 FIGURE 504.5 STAIR NOSINGS 13 30° max 38 38 (c) curved nosing (d) beveled nosing (b) angled riser 1½ max 1½ max (a) radius of tread edge (typical for all profiles) radius ½ max FIGURE 703.6 PICTOGRAM FIELD 6 min 150 MEN not in pictogram field FIGURE 703.4.2 LOCATION OF TACTILE SIGNS AT DOORS 18 min 455 18 min 455 centered on tactile characters ADJOINING SURFACE MAXIMUM SLOPE 1 20 CURB RAMP SLOPE 45.00° Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 G502 ADA COMPLIANCE AND MOUNTING HEIGHTS 1 50% PROGRESS SET 06/29/2021 10/18/2021 75% PROGRESS SET 2 ADMINISTRATIVE BUILDING N.T.S. 1 GENERAL SITE AND BUILDING ELEMENTS No. Description Date 75 75 75 74.92 75.93 76.62 77.04 76.46 76.34 75.69 73.93 74.02 74.25 74.65 75.41 77.01 77.25 77.82 77.84 77.38 77.02 75.12 74.35 74.29 74.41 74.52 74.59 74.47 74.66 76.12 75.65 72.93 73.25 73.57 73.75 73.96 74.05 73.79 73.93 73.84 73.45 76.06 76.01 74.91 75.86 76.35 76.69 76.20 75.65 74.89 74.61 75.00 75.06 75.72 76.46 76.57 75.82 75.36 75.57 76.83 77.06 76.82 76.88 78.25 78.41 77.75 76.88 75.94 75.57 74.88 75.52 73.72 75.28 74.59 73.81 72.53 72.14 72.89 72.65 72.26 73.06 72.77 73.01 73.35 72.97 72.69 72.60 72.14 72.34 72.83 73.29 73.34 73.72 Designed By: TOPOGRAPHIC SURVEY Drawn By: Checked By: Scale: Date: Revised: 1 2 3 4 5 Project Number: PORTION OF PLOT 1 ESTATE LOWER LOVE Queen Quarter Saint Croix, US Virgin Islands 1" = 20 ft 26 APRIL 2021 JLB srb/jlb 21X062 SP-1 VICINITY MAP (Not to Scale) 1. BOUNDARY DESCRIPTION AND NORTH ARROW REFER TO OLG DRAWING NO. 1625D. 2. THIS PROPERTY APPEARS TO LIE WITHIN "ZONE X & A", ACCORDING TO THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 780000 0079 G, DATED 4/16/07. 3. A ZONING REPORT OR LETTER INDICATING ZONING DESIGNATION HAS NOT BEEN PROVIDED FROM THE CLIENT TO THE SURVEYOR PER ALTA/NSPS STANDARDS. 4. THIS IS AN ORIGINAL DOCUMENT IF THE SURVEYOR'S SIGNATURE IS IN GREEN INK. GENERAL NOTES: SITE Portion of Plot 1 OLG 1311 / 1625-D 74.434 ± US Ac 0 10 LEGEND: 0 20 I, JEFFREY L. BATEMAN, HEREBY CERTIFY THAT THIS MAP IS A CORRECT REPRESENTATION OF THE LAND PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF LAW. WITNESS MY SIGNATURE, REGISTRATION NUMBER AND SEAL THIS 26 DAY OF APRIL, 2021. S/S JEFFREY L. BATEMAN, VI PLS 1053 LS L A N D S U R V E Y O R &KDQGOHU V:KDUI&KULVWLDQVWHG6DLQW&URL[9, 3KZZZGRVSLYDFRPZZZWKHJUHHQSLHFHXV AREA TOPOGRAPHY (Not to Scale) SITE PORTIO FEMA PANEL 780000 0079G (Not to Scale) SITE BENCHMARK DATA (Not to Scale) BENCHMARKS .8' Palms FFE = 75.65' FFE = 76.99' FFE = 78.34' FFE = 78.73' FFE = 78.92' .8' Palms .8' Palms 1.6' Unknown? 3' Mango 3' Mango 1.8' Tamarind 1.6' Tamarind 1.4' Unknown? .8' Palm .8' Palms 3' Mahogany .8' Palm .8' Palms .8' Palm .8' Palm Wood Ramp Bathroom Trailer Conc Wood Ramp Trailer Metal Ramp Conc Conc Conc Conc Road Paved Road Conc Conc Conc Old Sign Conc Old Pond .6' Palm Paved Road Paved Road Overhead Wires Overhead Wires Overhead Wires Wire Fence Wire Fence Gate APPROXIMATE PROPERTY LINE A202 1 1 A302 1 A302 2 A302 2 A302 1 A303 1 A303 1 A304 1 A304 2 A304 2 A304 36' - 0" 34' - 8" 36"x36" CISTERN ACCESS HATCH ABOVE (SEE LEVEL ONE FLOOR PLAN) (3) 4" DIA. PVC OVERFLOW PIPES. SET BOTTOM OF PIPE 7'-6" A.F.F. CISTERN 28,600 GAL. 8" CAST-IN-PLACE CISTERN WALLS TYP. APPLY (3) COATS OF NSF/ANSI 61 & 372 CERFIFIED CEMENT BASED WATERPROOFER TO ALL CISTERN WALLS AND FLOOR TYP. APPLY PER MANUFACTURER'S WRITTEN INSTRUCTIONS. EDGE OF SLAB/FOOTING BELOW 36"x36" CISTERN ACCESS HATCH ABOVE (SEE LEVEL ONE FLOOR PLAN) 3' - 0" 8" 3' - 0" 8" WT2 WT2 WT2 WT2 WT2 WT2 WT2 62' - 8" 34' - 8" 26' - 8" 36' - 0" 60' - 4" 17' - 4" 14' - 8" 8' - 8" 2 A301 29' - 0" 10' - 4" 24' - 0" 65' - 4" 28' - 0" 98' - 8" CISTERN 1 A301 1 A301 (3) 4" DIA. PVC OVERFLOW PIPES. SET BOTTOM OF PIPE 7'-6" A.F.F. 3' - 0" 10' - 2" 3' - 0" 8" WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 WT1 CONC. COLUMN W/FTG. (SEE STRUCTURAL DWGS.) CONC. COLUMN W/FTG. (SEE STRUCTURAL DWGS.) Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A100 CISTERN LEVEL FLOOR PLAN ADMINISTRATIVE BUILDING 3/16" = 1'-0" 1 CISTERN LEVEL FLOOR PLAN N No. Description Date REF. UP DN DN UP A201 1 A201 2 A202 1 A202 2 128 SF OFFICE MANAGER 107 186 SF MEETING ROOM 108 144 SF DIRECTOR OF VETERINARY SERVICES 110 126 SF DIRECTOR OF FOOD PRODUCTION 111 126 SF DIRECTOR OF ABATTOIR 112 36' - 0" 93' - 8" ASSIST. DIRECTOR OF HORTICULTURE SCHOOL & SATTELITE FARM COORDINATOR CONTRACT SPECIALIST CONTRACT ADMINISTRATOR STATE SURVEY COORDINATOR - PESTS NACD COORDINATOR ASSISTANT PROPERTY MANAGER FORREST STEWARDSHIP COORDINATOR ADMINISTRATIVE ASSISTANT ADMINISTRATIVE ASSISTANT FISCAL OFFICER 1632 SF OPEN STAFF WORKSPACE 101 LANDING 742 SF CONFERENCE ROOM/ TRAINING ROOM 119 98' - 8" 167 SF MALE RESTROOM 115 167 SF FEMALE RESTROOM 116 158 SF BREAK ROOM 118 VACANT RAISED GARDEN BED ENTRANCE OUTDOOR CLASSROOM WAITING 83 SF COPIER 104 80 SF ELEC. / IT 103 145 SF DIRECTOR OF HORTICULTURE 113 62' - 8" RAISED GARDEN BED RAISED GARDEN BED RECEPTIONIST COURTYARD SLAB 26' - 3 3/4" 28' - 2 1/4" 1 A302 1 A302 2 A302 2 A302 2 A303 2 A303 1 A303 1 A303 1 A304 1 A304 2 A304 2 A304 A401 2 3 4 5 A402 2 5 4 3 A401 6 A403 2 3 4 5 13' - 0 1/2" 8' - 0" ELEV. 12' - 0 1/2" 10' - 6" 10' - 6" 11' - 11 1/4" 12' - 0 1/2" 8' - 3 1/2" AREA OF REFUGE 30"x52" 5' - 0 3/4" 133 SF MECHANICAL 105 132 SF PROPERTY MANAGER 106 5' - 0" 15' - 6" 16' - 8" 36"x36" CISTERN ACCESS HATCH 10' - 8" 61 SF EXIT 109 28' - 0" 8' - 9 3/4" SLAB 36' - 0" 77' - 11 1/2" 80' - 11 1/2" 79' - 5 1/2" 80' - 11 1/2" 81' - 5 1/2" 80' - 5 1/2" 79' - 5 1/2" 77' - 5 1/2" 79' - 6 1/2" 77' - 5" 8' - 6" 5' - 9 1/2" CONCRETE PATIO 2 A301 65' - 4" 2' - 8" 6' - 0" 3' - 4" 6' - 0" 3' - 4" 6' - 0" 4' - 8" 6' - 0" 27' - 4" 1 A301 1 A301 725 SF LOBBY 100 57 SF JANITOR 117 90 SF CASHIER 102 81' - 0" 80' - 11 1/2" 80' - 11 1/2" 81' - 0" 81' - 0" 80' - 11 1/2" 18' - 0" 18' - 0" 79' - 6 1/2" 77' - 11 1/2" SLOPED CONCRETE SIDEWALK 1" / 12" 1" / 12" 81' - 0" 1' - 6" A/C CONDENSING UNITS 4' - 0" 5' - 0" 5' - 4" 5' - 0" 5' - 4" 5' - 0" 6' - 0" 5' - 0" 7' - 0" 3' - 4" 5' - 0" 5' - 0" 8' - 8" 5' - 0" 10' - 0" 5' - 0" 4' - 0" 15' - 0" 6' - 0" 5' - 0" 6' - 8 1/4" 5' - 0" 4' - 0" W1 W4 W2 W2 W2 W2 W2 W2 W2 1' - 4" 9' - 0 3/4" 9' - 11 3/4" 10' - 4 1/2" 8' - 8 1/4" 7' - 10 1/2" 10' - 2" 11' - 3 3/4" 7' - 2 1/2" W4 W4 W1 6' - 0" 6' - 0" 2' - 8" 5' - 4" 4' - 0" 3' - 4" W3 W3 W3 W3 36"x36" CISTERN ACCESS HATCH 12' - 0 1/2" W3 W3 I1 14' - 2 3/4" 6' - 4" 14' - 1 1/2" 2' - 0" W5 W5 8' - 0" 4' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 1 1/2" 17' - 4 3/4" 17' - 3 1/2" WT5 WT5 WT5 WT4 WT4 WT4 WT7 WT7 WT7 WT7 WT7 WT7 4' - 8" 7' - 4" 15' - 0" WT3 WT6 WT4 WT6 WT1 319 SF VESTIBULE 114 77' - 11 1/2" 77' - 11 1/2" 83' - 2" 83' - 2" 1/4" / 12" 8" WIDE CURB 77' - 11 1/2" 77' - 11 1/2" CONCRETE RAMP CONCRETE RAMP CONCRETE RAMP LANDING 42 HIGH GUARDRAIL SIDEWALK SLAB 100A 112A 113A 110A 111A 108A 104A 106A 102A 100D 100B 118A 119B 100C 116A 115A 117A 119A 103A 105A 109B 107A 109A WT4 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT4 WT7 WT7 WT4 WT7 WT7 WT7 WT1 WT1 WT8 WT8 WT8 WT8 WT8 WT8 WT8 WT8 WT8 WT1 WT4 WT1 WT7 WT7 WT7 WT1 1/8" / 12" 1/8" / 12" WT4 Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A101 LEVEL ONE FLOOR PLAN ADMINISTRATIVE BUILDING 3/16" = 1'-0" 1 LEVEL ONE No. Description Date N DOUBLE HEIGHT SPACE (OPEN TO ABOVE) CONC. SLAB CEILING IN MECH. ROOM ELEVATOR SHAFT ACT-1: 24"x24"x3/4" LAY-IN FIBERGLASS ACOUSTICAL CEILING TILES WITH 15/16" EXPOSED TEE GRID REFLECTED CEILING PLAN LEGEND 2X2 T-GRID RECESSED LED TROFFER LUMMINAIRE GYPSUM BOARD DROP CEILING ON METAL FURRING 4" DIA. RECESSED LED CAN LIGHT FIXTURE 2X4 T-GRID RECESSED LED TROFFER LUMMINAIRE Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A101.1 LEVEL ONE REFLECTED CEILING PLAN ADMINISTRATIVE BUILDING No. Description Date 3/16" = 1'-0" 1 LEVEL ONE REFLECTED CEILING PLAN N DN DN ELEV. A201 2 A202 1 A202 2 167 SF MALE RESTROOM 221 1031 SF GREEN ROOF 224 202 SF COMMISSIONER'S OFFICE 215 34 SF RESTROOM 214 180 SF ASSISTANT COMMISSIONER 213 158 SF DEPUTY COMMISSIONER 211 144 SF EXECUTIVE ASSISTANT 216 163 SF FINANCIAL MANAGMENT SUPERVISOR 217 158 SF DIRECTOR OF ADMIN. & MANAGEMENT 210 155 SF COPIER 209 153 SF ACCOUNTANT 218 162 SF CHIEF PROCUREMENT OFFICER 219 36 SF ELEC. / IT 205 158 SF OFFICE 208 158 SF OFFICE 207 LANDING 28' - 3" 36' - 0" 93' - 8" 115 SF ADMINISTRATIVE 203 245 SF RESEARCH ROOM / MAP ROOM 206 1 A302 1 A302 2 A302 2 A302 2 A303 2 A303 1 A303 1 A303 1 A304 1 A304 2 A304 2 A304 A404 5 2 3 4 A404 6 166 SF FEMALE RESTROOM 222 200 SF VESTIBULE 201 382 SF CORRIDOR 202 14' - 4 1/2" 10' - 1 1/2" 11' - 5 1/2" 10' - 11 3/4" 5' - 4" 52 SF EXIT 212 EXTERIOR EXIT STAIRWAY COMPLYING WITH IBC 2021 SECTION 1009.3 AND 1027 EXTERIOR AREA FOR ASSISTED RESCUE COMPLYING WITH IBC 2021 SECTION 1009.7 48" CLEAR WIDTH BETWEEN HANDRAILS AREA OF REFUGE 30"x52" 1' - 3" 12' - 4 1/2" 14' - 0 1/2" 12' - 4 1/2" 5' - 9 1/2" 161 SF MECHANICAL 204 4' - 0" 8' - 6" 9' - 4" 25' - 4" 8' - 8" 2 A301 1 A301 1 A301 10' - 10 1/2" 11' - 0" 11' - 0" 11' - 0" 10' - 6" 5' - 0" 10' - 0" 5' - 0" 8' - 8" 5' - 0" 4' - 4" 5' - 0" 6' - 0" 5' - 0" 6' - 0" 5' - 0" 7' - 0" 3' - 4 3/4" 5' - 3 1/4" 5' - 0" 4' - 0" 4' - 8" 5' - 0" 5' - 0" 5' - 0" 7' - 4" 5' - 0" 5' - 0" 5' - 0" 6' - 0" 5' - 0" 6' - 8 1/4" 59' - 8 1/4" 40' - 2" 65' - 6" 62' - 8" 36' - 0" 98' - 8" 5' - 0" 14' - 2 1/2" 5' - 0" 6' - 8 1/2" 5' - 3" 5' - 0" 1' - 0" 4" 5' - 4" 4" 6 1/4" 4" 1 3/4" 4" 4" 14' - 6 1/2" 4' - 0" 5' - 0" 18' - 0" 5' - 0" 4' - 0" W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W6 I2 W7 W5 W5 9' - 8" 8' - 0" 1' - 4" 6' - 4" 4' - 10 3/4" 10' - 0" 10' - 0" 2' - 1 1/2" 734 SF LEVEL TWO LOBBY 200 212 SF VESTIBULE 220 57 SF JANITOR 223 215A 214A 213A 212A 216A 201A 217A 210A 218A 219A 208A 207A 203A 222A 221A 223A 205A 212B 211A 220A 206A 204A 224A 1' - 5 1/2" 4" 2' - 0" WT4 WT4 WT4 WT4 WT4 WT5 WT5 WT4 WT6 WT5 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT4 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT7 WT3 WT7 WT4 WT1 WT4 WT4 WT7 10' - 9 1/2" 11' - 5 1/4" 1 3/4" 4" 14' - 4 1/2" 4" 4" 4' - 0" 13' - 9 1/2" 17' - 0 1/2" 14' - 3 1/4" 4' - 11 1/4" 14' - 4 1/2" 8' - 0" 11' - 3 1/4" 1' - 4 1/2"8' - 0" 5' - 3 1/2" 14' - 8" 4" 9' - 9 1/2" 4" 4" 7' - 2 1/2" WT7 4' - 0" 6' - 4" 5' - 0" 9' - 2" 25' - 4" 6' - 6 3/4" 7' - 2 1/4" 4' - 6" 11' - 10 1/2" 18' - 9 1/2" 1' - 0" 4' - 0" 14' - 0" 4' - 6" 4' - 6" 2' - 0" 6' - 4" 9' - 4" 8' - 7 1/2" 5' - 10 3/4" 2' - 3 3/4" 7' - 8 1/4" 4" 4" A405 3 2 5 4 8' - 7 1/2" 14' - 8 1/4" 3' - 11 1/2" 4' - 1 3/4" 8' - 11 1/2" 8' - 11" 8' - 9 1/2" 6' - 7 3/4" 1/8" / 12" 1/8" / 12" Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A102 LEVEL TWO FLOOR PLAN ADMINISTRATIVE BUILDING 3/16" = 1'-0" 1 LEVEL TWO No. Description Date N ACT-1: 24"x24"x3/4" LAY-IN FIBERGLASS ACOUSTICAL CEILING TILES WITH 15/16" EXPOSED TEE GRID REFLECTED CEILING PLAN LEGEND 2X2 T-GRID RECESSED LED TROFFER LUMMINAIRE GYPSUM BOARD DROP CEILING ON METAL FURRING 4" DIA. RECESSED LED CAN LIGHT FIXTURE 2X4 T-GRID RECESSED LED TROFFER LUMMINAIRE Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A102.1 LEVEL TWO REFLECTED CEILING PLAN ADMINISTRATIVE BUILDING No. Description Date 3/16" = 1'-0" 1 LEVEL TWO VEGETATED ROOF ELEVATOR 8" PRE-FINISHED METAL GUTTER 8" PRE-FINISHED METAL GUTTER PRE-FINISHED CORRUGATED METAL ROOFING TYP. PRE-FINISHED CORRUGATED METAL ROOFING TYP. PRE-FINISHED METAL RIDGE FLASHING PRE-FINISHED METAL RIDGE FLASHING 8" PRE-FINISHED METAL GUTTER ROOF AT ENTRY BELOW PRE-FINISHED METAL VALLEY FLASHING PRE-FINISHED METAL VALLEY FLASHING CONC. SLAB ROOF AT ELEVATOR SHAFT PARAPET METAL FLASHING TYP. RAKE EDGE FLASHING TYP. RAKE EDGE FLASHING TYP. RAKE EDGE FLASHING TYP. 6" / 12" :12 6" / 12" :12 6" / 12" :12 6" / 12" :12 1" / 12" :12 6" / 12" :12 6" / 12" :12 1" / 12" :12 THRU-WALL SCUPPER THRU-WALL SCUPPER THRU-WALL SCUPPER CRICKET TO SCUPPER TYP. ROOF PARAPET TYP. PRE-FINISHED METAL GUTTER PRE-FINISHED METAL GUTTER Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A103 ROOF PLAN ADMINISTRATIVE BUILDING 3/16" = 1'-0" 1 ROOF PLAN No. Description Date N NOTE: SEE PLUMBING PLANS FOR DOWNSPOUT LOCATIONS AND SIZES. LEVEL ONE 81' - 0" TOP OF FTG. 74' - 0" ROOF 103' - 0" LEVEL TWO 93' - 0" 80' - 11 1/2" TOP OF RAMP 80' - 11 1/2" ENTRY COURTYARD 77' - 11 1/2" 6' - 8" 1' - 4" 9' - 0" 3' - 0" 3' - 0" 4' - 10" 4' - 10" W2 W2 W4 W1 9' - 0" 6" LEVEL ONE 81' - 0" LEVEL ONE 81' - 0" ROOF 103' - 0" ROOF 103' - 0" LEVEL TWO 93' - 0" LEVEL TWO 93' - 0" 8' - 0" 12' - 0" 10' - 0" 5' - 0" 3' - 0" EAST LANDING 76' - 6" 4' - 6" 75' - 0" FIN. GRADE PRE-FINISHED CORRUGATED METAL ROOF TYP. PRE-FINISHED METAL RIDGE CAP FLASHING PRE-FINISHED RAKE EDGE FLASHING 8" PRE-FINISHED METAL GUTTER PRE-FINISHED RAKE EDGE FLASHING ALUM. SUN SHADE BEYOND ALUM. SUN SHADE TYP. DOOR PER SCHEDULE WINDOW PER SCHEDULE TYP. DOOR PER SCHEDULE CISTERN OVERFLOW PIPES (SEE CISTERN PLAN) FOUNDATION WALL TYP. CONCRETE EXIT LANDING PER FLOOR PLAN CONCRETE EXIT STAIR PER PLAN PROVIDE RAILING SYSTEM PER IBC REQUIREMENTS TOP OF RAMP 80' - 11 1/2" 4' - 6" BOTT. OF FTG. 72' - 8" 8' - 0" 3' - 0" W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A201 SOUTH ELEVATION & EAST ELEVATION 1 SCHEMATIC DESIGN 7/25/2021 12/10/2021 6/06/2022 7/15/2022 DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS 50% CONSTRUCTION DOCUMENTS 100% 2 3 4 ADMINISTRATIVE BUILDING 3/16" = 1'-0" 1 SOUTH ELEVATION 3/16" = 1'-0" 2 EAST ELEVATION No. Description Date LEVEL ONE 81' - 0" ROOF 103' - 0" LEVEL TWO 93' - 0" LEVEL ONE 81' - 0" ROOF 103' - 0" LEVEL TWO 93' - 0" ENTRY COURTYARD 77' - 11 1/2" Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A202 NORTH ELEVATION & WEST ELEVATION 1 SCHEMATIC DESIGN 7/25/2021 12/10/2021 6/03/2022 7/15/2022 DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS 50% CONSTRUCTION DOCUMENTS 100% 2 3 4 ADMINISTRATIVE BUILDING 3/16" = 1'-0" 1 NORTH ELEVATION 3/16" = 1'-0" 2 WEST ELEVATION No. Description Date LEVEL ONE 81' - 0" CISTERN SLAB 72' - 6" ROOF 103' - 0" LEVEL TWO 93' - 0" TOP OF RAMP 80' - 11 1/2" 80 SF ELEC. / IT 103 133 SF MECHANICAL 105 132 SF PROPERTY MANAGER 106 245 SF RESEARCH ROOM / MAP ROOM 206 36 SF ELEC. / IT 205 161 SF MECHANICAL 204 CISTERN 10' - 0" 12' - 0" 8' - 6" FIN. GRADE CISTERN WALL 8' - 0" CONCRETE FOUNDATION WALL FRE-FINISHED METAL ROOFING COLUMN PER STRUCT. DWGS. GUARDRAIL PER IBC REQUIREMENTS CONC. STEPS PER PLAN FIN. GRADE PRE-FINISHED METAL ROOFING 6" 12" LOUVERED HVAC SCREEN LEVEL ONE 81' - 0" ROOF 103' - 0" LEVEL TWO 93' - 0" ELEVATOR PIT 77' - 0" BOTT. OF HOIST BEAM 105' - 7" CONC. ROOF PER STRUCT. DWGS. CAST IN PLACE CONC. ELEVATOR SHAFT WALLS ELEVATOR PIT SLAB 2' - 7" 10' - 0" 12' - 0" 4' - 0" 4' - 11" 6' - 0" 30' - 7" Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A301 BUILDING SECTIONS 1 SCHEMATIC DESIGN 7/25/2021 12/10/2021 1/14/2022 DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS 50% 2 3 ADMINISTRATIVE BUILDING No. Description Date 3/16" = 1'-0" 1 BUILDING SECTION THRU PATIO 3/16" = 1'-0" 2 ELEVATOR SHAFT SECTION 1 LEVEL ONE 81' - 0" ROOF 103' - 0" LEVEL TWO 93' - 0" BOTT. OF FTG. 72' - 8" 10' - 4" 8" VEGETATED ROOF FIN. GRADE FIN. GRADE CONC. RAMP 742 SF CONFERENCE ROOM/ TRAINING ROOM 119 166 SF FEMALE RESTROOM 222 167 SF FEMALE RESTROOM 116 158 SF BREAK ROOM 118 8' - 4" 12' - 0" 10' - 0" PRE-FINISHED METAL ROOFING ROOF OVER PATIO PATIO AT VEGETATED ROOF ROOF PARAPET AT VEGETATED ROOF 3' - 8" 9' - 0" 3' - 10 3/4" 1/8" / 12" 1/8" / 12" LEVEL ONE 81' - 0" ROOF 103' - 0" LEVEL TWO 93' - 0" BOTT. OF FTG. 72' - 8" FIN. GRADE PATIO 6x6 STEEL COLUMNS CONC. STEPS CONC. SEATING CONC. RAMP BEYOND 42" HIGH GUARDRAIL WINDOW PER SCHEDULE FIN. GRADE 725 SF LOBBY 100 8' - 4" 12' - 0" 10' - 0" PRE-FINISHED METAL ROOFING PRE-FINISHED METAL ROOFING 10' - 0" 77' - 5 1/2" CONC. ENTRY LANDING 81' - 0" 80' - 11 1/2" 79' - 5 1/2" 80' - 11 1/2" 6' - 6 1/2" THRU-WALL SCUPPER WITH RAINWATER LEADER TYP. Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A302 BUILDING SECTIONS 1 SCHEMATIC DESIGN 7/25/2021 12/10/2021 1/14/2022 DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS 50% 2 3 ADMINISTRATIVE BUILDING 3/16" = 1'-0" 1 BUILDING SECTION A-A No. Description Date 3/16" = 1'-0" 2 BUILDING SECTION B-B LEVEL ONE 81' - 0" ROOF 103' - 0" LEVEL TWO 93' - 0" ELEVATOR PIT 77' - 0" BOTT. OF HOIST BEAM 105' - 7" 7' - 0" ENTRY COURTYARD 77' - 11 1/2" BOTT. OF FTG. 72' - 8" 725 SF LOBBY 100 10' - 0" 12' - 0" 3' - 0 1/2" ELEVATOR SHAFT PRE-FINISHED METAL ROOFING ALUM. SUN SHADES TYP. WINDOWS PER SCHEDULE TYP. PLANTING BED PLANTING BED CONC. LANDING PRE-FINISHED METAL ROOFING GUARDRAIL PER IBC REQUIREMENTS COLUMN PER STRUCTURAL DWGS. FOUNDATION STEM WALL TYP. FIN. GRADE 77' - 11 1/2" 77' - 5 1/2" 9' - 0" 3' - 0" 5' - 0" 8' - 0" W2 W2 W2 W2 W2 W1 W4 W4 6' - 8" 1' - 4" LEVEL ONE 81' - 0" CISTERN SLAB 72' - 6" ROOF 103' - 0" LEVEL TWO 93' - 0" BOTT. OF FTG. 72' - 8" 133 SF MECHANICAL 105 83 SF COPIER 104 1632 SF OPEN STAFF WORKSPACE 101 163 SF FINANCIAL MANAGMENT SUPERVISOR 217 144 SF EXECUTIVE ASSISTANT 216 202 SF COMMISSIONER'S OFFICE 215 153 SF ACCOUNTANT 218 162 SF CHIEF PROCUREMENT OFFICER 219 200 SF VESTIBULE 201 115 SF ADMINISTRATIVE 203 161 SF MECHANICAL 204 FIN. GRADE CISTERN WALL (3) 4" DIA. OVERFLOW PIPES 8' - 0" PRE-FINISHED METAL ROOFING ALUM. SUNSHADES TYP. CONC. FOUNATION WALL FIN. GRADE Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A303 BUILDING SECTIONS 1 SCHEMATIC DESIGN 7/25/2021 12/10/2021 6/03/2022 7/15/2022 DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS 50% CONSTRUCTION DOCUMENTS 100% 2 3 4 ADMINISTRATIVE BUILDING 3/16" = 1'-0" 2 BUILDING SECTION C-C No. Description Date 3/16" = 1'-0" 1 BUILDING SECTION D-D LEVEL ONE 81' - 0" CISTERN SLAB 72' - 6" ROOF 103' - 0" LEVEL TWO 93' - 0" EAST LANDING 76' - 6" 57 SF JANITOR 117 725 SF LOBBY 100 1632 SF OPEN STAFF WORKSPACE 101 186 SF MEETING ROOM 108 200 SF VESTIBULE 201 6" 12" PRE-FINISHED METAL ROOF ALUM. SUNSHADES TYP. CONC. STAIR PER PLAN CONC. CISTERN WALL 10' - 0" 12' - 0" 8' - 6" 8' - 0" FIN. GRADE CONC. FOUNDATION WALL LEVEL ONE 81' - 0" LEVEL ONE 81' - 0" CISTERN SLAB 72' - 6" ROOF 103' - 0" LEVEL TWO 93' - 0" LEVEL TWO 93' - 0" ELEVATOR PIT 77' - 0" BOTT. OF HOIST BEAM 105' - 7" EAST LANDING 76' - 6" ENTRY COURTYARD 77' - 11 1/2" BOTT. OF FTG. 72' - 8" BOTT. OF FTG. 72' - 8" VEGETATED ROOF EGRESS STAIR BEYOND LANDING FIN. GRADE FIN. GRADE 742 SF CONFERENCE ROOM/ TRAINING ROOM 119 1632 SF OPEN STAFF WORKSPACE 101 158 SF DEPUTY COMMISSIONER 211 382 SF CORRIDOR 202 10' - 4" 15' - 8" VEGETATED ROOF PARAPET 6" 12" PRE-FINISHED METAL ROOFING ALUM. SUNSHADES TYP. WINDOW PER SCHEDULE TYP. CONC. STEPS PER PLAN PLANTER PER PLAN ALUM. SUNSHADE TYP. CONC. FOUNDATION WALL GUARDRAIL PER IBC REQUIREMENTS 10' - 0" 12' - 0" 8' - 4" 12' - 0" 9' - 0" W5 W5 W5 W6 W5 W7 104A 102A 100A 119B 119A 217A 205A 109B 224A Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A304 BUILDING SECTIONS 1 SCHEMATIC DESIGN 7/25/2021 12/10/2021 1/14/2022 DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS 50% 2 3 ADMINISTRATIVE BUILDING 3/16" = 1'-0" 1 BUILDING SECTION E-E 3/16" = 1'-0" 2 BUILDING SECTION F-F No. Description Date A401 2 3 4 5 A401 6 167 SF FEMALE RESTROOM 116 57 SF JANITOR 117 Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A401 ENLARGED PLANS ADMINISTRATIVE BUILDING 1/2" = 1'-0" 1 ENLARGED PLAN - LEVEL ONE FEMALE RESTROOM 116 1/2" = 1'-0" 2 FEMALE RESTROOM 116-2 1/2" = 1'-0" 3 FEMALE RESTROOM 116-3 1/2" = 1'-0" 4 FEMALE RESTROOM 116-4 1/2" = 1'-0" 5 FEMALE RESTROOM 116-5 1/2" = 1'-0" 6 JANITOR CLOSET 117-6 No. Description Date A402 2 5 4 3 167 SF MALE RESTROOM 115 Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A402 ENLARGED PLANS ADMINISTRATIVE BUILDING 1/2" = 1'-0" 1 ENLARGED PLAN - LEVEL ONE MALE RESTROOM 115 1/2" = 1'-0" 2 MALE RESTROOM115- 2 1/2" = 1'-0" 3 MALE RESTROOM 115-3 1/2" = 1'-0" 4 MALE RESTROOM 115-4 1/2" = 1'-0" 5 MALE RESTROOM 115-5 No. Description Date REF. A403 2 3 4 5 158 SF BREAK ROOM 118 Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A403 ENLARGED PLANS ADMINISTRATIVE BUILDING 1/2" = 1'-0" 1 ENLARGED PLAN - LEVEL ONE BREAK ROOM 118 1/2" = 1'-0" 2 BREAK ROOM 118-2 1/2" = 1'-0" 3 BREAK ROOM 118-3 1/2" = 1'-0" 4 BREAK ROOM 118-4 1/2" = 1'-0" 5 BREAK ROOM 118-5 No. Description Date A404 5 2 3 4 A404 6 A405 2 166 SF FEMALE RESTROOM 222 57 SF JANITOR 223 Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A404 ENLARGED PLANS ADMINISTRATIVE BUILDING 1/2" = 1'-0" 1 ENLARGED PLAN - LEVEL TWO FEMALE RESTROOM 222 1/2" = 1'-0" 2 LEVEL TWO FEMALE RESTROOM 222-2 1/2" = 1'-0" 3 LEVEL TWO FEMALE RESTROOM 222-3 1/2" = 1'-0" 4 LEVEL TWO FEMALE RESTROOM 222-4 1/2" = 1'-0" 5 LEVEL TWO FEMALE RESTROOM 222-5 1/2" = 1'-0" 6 LEVEL TWO JANITOR 6 No. Description Date A405 3 2 5 4 167 SF MALE RESTROOM 221 Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 41-42 Kongens Gade St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com www.instagram.com/boschulte AS SHOWN ARCHITECT REVISIONS PROGRESS SET No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A405 ENLARGED PLANS 2021.008.00 No. Description Date 1/2" = 1'-0" 1 ENLARGED PLAN - LEVEL TWO MALE RESTROOM 221 1/2" = 1'-0" 2 MALE RESTROOM ELEVATION 221-2 1/2" = 1'-0" 3 MALE RESTROOM 221-3 1/2" = 1'-0" 4 MALE RESTROOM 221-4 1/2" = 1'-0" 5 MALE RESTROOM 221-5 A406 4 2 5 3 34 SF RESTROOM 214 Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A406 ENLARGED PLANS ADMINISTRATIVE BUILDING No. Description Date 1/2" = 1'-0" 1 ENLARGED PLAN - LEVEL TWO RESTROM 73 1/2" = 1'-0" 2 LEVEL TWO RESTROOM 73 - 2 1/2" = 1'-0" 3 LEVEL TWO RESTROOM 73 - 3 1/2" = 1'-0" 4 LEVEL TWO RESTROOM 73 - 4 1/2" = 1'-0" 5 LEVEL TWO RESTROOM 73 - 5 HORIZ. REINF. (SEE STRUCTURAL DWGS.) VERT. REINF. (SEE STRUCTURAL DWGS.) 8" CAST-IN-PLACE CONCRETE FOUNDATION WALL PAINTED PORTLAND CEMENT PLASTER FINISH AT ALL EXPOSED SIDES TYP. HORIZ. REINF. (SEE STRUCTURAL DWGS.) VERT. REINF. (SEE STRUCTURAL DWGS.) 8" CAST-IN-PLACE CONCRETE FOUNDATION WALL APPLY 3 COATS OF WATERPROOFING AT CISTERN WALLS TYP. (NOTE: APPLY TO BOTH SIDES OF WALL AT SHARED CISTERN PARTION WALL) CISTERN WATERPROOFING SHALL BE NSF RATED FOR POTABLE WATER INTERIOR EXTERIOR PAINTED PORTLAND CEMENT PLASTER FINISH AT ALL EXPOSED SIDES TYP. PROVIDE HORIZ. REINF. PER STRUCTURAL DRAWINGS VERT. REINF. IN FILLED CELLS (SEE STRUCTURAL DWGS.) 8" REINF. CMU WALL EXTERIOR PAINTED PORTLAND CEMENT PLASTER FINISH AT ALL EXPOSED SIDES TYP. INTERIOR PROVIDE HORIZ. REINF. PER STRUCTURAL DRAWINGS VERT. REINF. IN FILLED CELLS (SEE STRUCTURAL DWGS.) 8" REINF. CMU WALL EXTERIOR PORTLAND CEMENT PLASTER FINISH AT ALL EXPOSED SIDES WITH PAINTED FINISH INTERIOR 1" CONTINOUS FOIL-FACED POLYISOCYANURATE INSULATION BOARD WITH TAPED JOINTS AT INTERIOR 5/8" TYPE X MOLD RESISTANT GYPSUM WALL BOARD WITH PAINTED FINISH PROVIDE HORIZ. REINF. PER STRUCTURAL DRAWINGS VERT. REINF. IN FILLED CELLS (SEE STRUCTURAL DWGS.) 8" REINF. CMU WALL EXTERIOR PORTLAND CEMENT PLASTER FINISH WITH FLUID-APPLIED WATERPROOFING INTERIOR 1" CONTINOUS FOIL-FACED POLYISOCYANURATE INSULATION BOARD WITH TAPED JOINTS AT INTERIOR 5/8" TYPE X MOLD RESISTANT GYPSUM WALL BOARD WITH PAINTED FINISH THERMORY 1x5 HORIZ. CLADDING (COLORS AS SELECTED BY ARCHITECT FROM SAMPLE) 3/4" METAL HAT CHANNEL FURRING @ 16" O.C. TYP. PROVIDE HORIZ. REINF. PER STRUCTURAL DRAWINGS VERT. REINF. IN FILLED CELLS (SEE STRUCTURAL DWGS.) 8" REINF. CMU WALL INTERIOR 5/8" TYPE X MOLD RESISTANT GYPSUM WALL BOARD WITH PAINTED FINISH INTERIOR 5/8" TYPE X MOLD RESISTANT GYPSUM WALL BOARD WITH PAINTED FINISH 3/4" METAL HAT CHANNEL FURRING @ 16" O.C. TYP. 3/4" METAL HAT CHANNEL FURRING @ 16" O.C. TYP. INTERIOR 5/8" TYPE X MOLD RESISTANT GYPSUM WALL BOARD WITH PAINTED FINISH INTERIOR 5/8" TYPE X MOLD RESISTANT GYPSUM WALL BOARD WITH PAINTED FINISH 3-5/8" METAL STUDS @ 16" O.C. TYP. HORIZ. REINF. (SEE STRUCTURAL DWGS.) VERT. REINF. (SEE STRUCTURAL DWGS.) 6" CAST-IN-PLACE CONCRETE FOUNDATION WALL PAINTED PORTLAND CEMENT PLASTER FINISH AT ALL EXPOSED SIDES TYP. Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A501 ARCHITECTURAL DETAILS ADMINISTRATIVE BUILDING No. Description Date 1 1/2" = 1'-0" 1 WALL TYPE WT1 1 1/2" = 1'-0" 2 WALL TYPE WT2 1 1/2" = 1'-0" 3 WALL TYPE WT3 1 1/2" = 1'-0" 4 WALL TYPE WT4 1 1/2" = 1'-0" 5 WALL TYPE WT5 1 1/2" = 1'-0" 6 WALL TYPE WT6 1 1/2" = 1'-0" 7 WALL TYPE WT7 1 1/2" = 1'-0" 8 WALL TYPE WT8 DOOR ELEVATION D1 IMPACT GAZING DOUBLE ALUM. ENTRANCE DOOR METAL FRAME 7' - 4" 7' - 0" 3' - 0" 3' - 0" 6' - 0" DOOR ELEVATION D2 GAZING DOUBLE ALUM. DOOR METAL FRAME 7' - 4" 7' - 0" 3' - 0" 3' - 0" 6' - 0" EXTERIOR DOOR INTERIOR DOOR DOOR ELEVATION D3 7' - 0" 7' - 4" 3' - 0" GAZING SINGLE ALUM. DOOR METAL FRAME DOOR ELEVATION D4 FLUSH PANEL WOOD DOOR METAL FRAME 7' - 0" 3' - 0" DOOR ELEVATION D5 DOUBLE METAL DOOR METAL FRAME EXTERIOR DOOR INTERIOR DOOR INTERIOR DOOR 7' - 0" 6' - 0" 3' - 0" 3' - 0" DOOR ELEVATION D6 4-PANEL SLIDING METAL DOOR METAL FRAME 7' - 0" INTERIOR DOOR 5' - 0" 5' - 0" 10' - 0" GAZING Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A601 DOOR SCHEDULE ADMINISTRATIVE BUILDING DOOR SCHEDULE DOOR MARK FAMILY AND TYPE DESCRIPTION DOOR ELEVATION WIDTH HEIGHT THICKNESS FUNCTION DOOR MATERIAL FRAME MATERIAL DOOR FINISH GLAZING FIRE RATING COMMENTS 100A Door-Exterior-Double-Two_Lite: 72" x 84" DOUBLE TWO-LITE EXTERIOR D1 6' - 0" 7' - 0" 1 3/4" Exterior ALUMINUM ALUMINUM CLEAR ALUM IMPACT GLAZING 3/4 HR 100B Door-Exterior-Double-Two_Lite: 72" x 84" INT DOUBLE TWO-LITE INTERIOR D2 6' - 0" 7' - 0" 1 3/4" Interior ALUMINUM ALUMINUM CLEAR ALUM TEMPERED 3/4 HR 100C Door-Exterior-Double-Two_Lite: 72" x 84" INT DOUBLE TWO-LITE INTERIOR D2 6' - 0" 7' - 0" 1 3/4" Interior ALUMINUM ALUMINUM CLEAR ALUM TEMPERED 3/4 HR 100D Door-Exterior-Single-Two_Lite: 36" x 84" SINGLE TWO-LITE EXTERIOR D3 3' - 0" 7' - 0" 1 3/4" Exterior ALUMINUM ALUMINUM CLEAR ALUM IMPACT GLAZING 3/4 HR 102A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 103A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 104A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 105A Door-Exterior-Double: 72" x 84" D5 6' - 0" 7' - 0" 1 3/4" Exterior STEEL STEEL PAINTED NONE 3/4 HR 106A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 107A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 108A Sliding-4 Panel 1: 120" x 84" FOUR-PANEL SLIDING DOOR D6 10' - 0" 7' - 0" 2" Interior ALUMINUM ALUMINUM CLEAR ALUM TEMPERED NONE 109A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 109B Door-Exterior-Single-Two_Lite: 36" x 84" SINGLE TWO-LITE EXTERIOR D3 3' - 0" 7' - 0" 1 3/4" Exterior ALUMINUM ALUMINUM CLEAR ALUM IMPACT GLAZING 3/4 HR 110A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 111A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 112A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 113A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 115A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 116A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 117A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 118A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 119A Door-Exterior-Single-Two_Lite: 36" x 84" SINGLE TWO-LITE EXTERIOR D3 3' - 0" 7' - 0" 1 3/4" Exterior ALUMINUM ALUMINUM CLEAR ALUM IMPACT GLAZING 3/4 HR 119B Door-Exterior-Double-Two_Lite: 72" x 84" INT DOUBLE TWO-LITE INTERIOR D2 6' - 0" 7' - 0" 1 3/4" Interior ALUMINUM ALUMINUM CLEAR ALUM TEMPERED 3/4 HR 201A Door-Exterior-Double-Two_Lite: 72" x 84" INT DOUBLE TWO-LITE INTERIOR D2 6' - 0" 7' - 0" 1 3/4" Interior ALUMINUM ALUMINUM CLEAR ALUM TEMPERED 3/4 HR 203A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 204A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 205A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 206A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 207A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 208A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 210A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 211A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 212A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 212B Door-Exterior-Single-Two_Lite: 36" x 84" SINGLE TWO-LITE EXTERIOR D3 3' - 0" 7' - 0" 1 3/4" Exterior ALUMINUM ALUMINUM CLEAR ALUM IMPACT GLAZING 3/4 HR 213A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 214A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 215A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 216A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 217A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 218A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 219A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 220A Door-Exterior-Double-Two_Lite: 72" x 84" INT DOUBLE TWO-LITE INTERIOR D2 6' - 0" 7' - 0" 1 3/4" Interior ALUMINUM ALUMINUM CLEAR ALUM TEMPERED 3/4 HR 221A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 222A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 223A Single-Flush_Swing: 36" x 84" INT SINGLE FLUSH SWING D4 3' - 0" 7' - 0" 1 3/8" Interior WOOD STEEL STAINED NONE NONE 224A Door-Exterior-Double-Two_Lite: 72" x 84" DOUBLE TWO-LITE EXTERIOR D1 6' - 0" 7' - 0" 1 3/4" Exterior ALUMINUM ALUMINUM CLEAR ALUM IMPACT GLAZING 3/4 HR Grand total: 46 No. Description Date 1/2" = 1'-0" DOOR ELEVATIONS FIXED PROJECT OUT INTEGRAL MOTORIZED ROLL DOWN SHUTTER W1 6' - 8" 1' - 9" W2 1' - 3" 5' - 0" VERIFY R.O. DIM. WITH MANUFACTURER 5' - 8" VERIFY R.O. DIM. WITH MANUFACTURER 7' - 4" 5' - 0" 5' - 0" FIXED PROJECT OUT INTEGRAL MOTORIZED ROLL DOWN SHUTTER W3 FIXED PROJECT OUT INTEGRAL MOTORIZED ROLL DOWN SHUTTER 6' - 0" 6' - 8" VERIFY R.O. DIM. WITH MANUFACTURER 7' - 4" 1' - 8 1/2" W7 6' - 4" 7' - 4" VERIFY R.O. DIM. WITH MANUFACTURER 8' - 0" FIXED INTEGRAL MOTORIZED ROLL DOWN SHUTTER VERIFY R.O. DIM. WITH MANUFACTURER 8' - 0" 7' - 4" FIXED INTEGRAL MOTORIZED ROLL DOWN SHUTTER W5 10' - 0" 5' - 0" 5' - 0" 4' - 0" 4' - 0" 8' - 0" 7' - 4" VERIFY R.O. DIM. WITH MANUFACTURER 8' - 0" INTEGRAL MOTORIZED ROLL DOWN SHUTTER FIXED W6 I1 I2 3' - 0" 4' - 0" FIXED TELLER PASS- THRU OPENING 8' - 0" 4' - 0" FIXED TELLER PASS- THRU OPENING W4 EQ. EQ. EQ. 15' - 0" 6' - 8" VERIFY R.O. DIM. WITH MANUFACTURER 7' - 4" 1' - 9" INTEGRAL MOTORIZED ROLL DOWN SHUTTER FIXED PROJECT OUT ALUM. FRAME TYP. ALUM. FRAME TYP. Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A602 WINDOW SCHEDULE ADMINISTRATIVE BUILDING No. Description Date WINDOW SCHEDULE MARK DESCRIPTION ELEVATION NOMINAL DIMENSIONS COUNT MATERIAL FINISH WIND. PRESS. REQ. (+) WIND. PRESS. REQ. (-) COMMENTS WIDTH HEIGHT I1 36" x 48" TELLER WINDOW 7 3' - 0" 4' - 0" 1 ALUM CLEAR ANODIZED N/A N/A INTERIOR TELLER WINDOW WITH PASS THRU I2 96" x 48" TELLER WINDOW 8 8' - 0" 4' - 0" 1 ALUM CLEAR ANODIZED N/A N/A INTERIOR TELLER WINDOW WITH PASS THRU W1 60"x80" SINGLE FIXED-AWNING WINDOW 1 5' - 0" 6' - 8" 2 ALUM CLEAR ANODIZED PROVIDE INTEGRAL ROLL-DOWN HURRICANE SHUTTER W2 60"x60" SINGLE FIXED-AWNING WINDOW 2 5' - 0" 5' - 0" 21 ALUM CLEAR ANODIZED PROVIDE INTEGRAL ROLL-DOWN HURRICANE SHUTTER W3 72"x80" SINGLE FIXED-AWNING WINDOW 3 6' - 0" 6' - 8" 6 ALUM CLEAR ANODIZED PROVIDE INTEGRAL ROLL-DOWN HURRICANE SHUTTER W4 180"x80" TRIPLE FIXED-AWNING WINDOW 1 15' - 0" 6' - 8" 3 ALUM CLEAR ANODIZED PROVIDE INTEGRAL ROLL-DOWN HURRICANE SHUTTER W5 120"x88" DOUBLE FIXED WINDOW 6 10' - 0" 7' - 4" 4 ALUM CLEAR ANODIZED PROVIDE INTEGRAL ROLL-DOWN HURRICANE SHUTTER W6 76"x88" SINGLE FIXED WINDOW 5 6' - 4" 7' - 4" 1 ALUM CLEAR ANODIZED PROVIDE INTEGRAL ROLL-DOWN HURRICANE SHUTTER W7 96"x88" DOUBLE FIXED WINDOW 4 8' - 0" 7' - 4" 1 ALUM CLEAR ANODIZED PROVIDE INTEGRAL ROLL-DOWN HURRICANE SHUTTER 1/2" = 1'-0" WINDOW ELEVATIONS WINDOW SCHEDULE NOTES 1. CONTRACTOR SHALL VERIFY ROUGH OPENING REQUIRMENTES WITH MANUFACTURER. VERIFY HEIGHT REQUIREMENTS FOR INTEGRAL ROLL DOWN SHUTTERS ABOVE WINDOWS. 2. PROVIDE ALL WINDOW OPERABLE PORTIONS OF WINDOW OPENINGS SHALL WITH INSECT SCREENS. Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 2021.008.00 FOR 11/06/2022 JTB JTB V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 A603 ROOM FINISH SCHEDULE ADMINISTRATIVE BUILDING ROOM FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR BASE CEILING CEILING HEIGHT WALL FINISH COMMENTS NORTH EAST SOUTH WEST 100 LOBBY T-1 B-1 GYP BOARD P-1 P-1 P-1 P-1 101 OPEN STAFF WORKSPACE T-1 B-1 ACT P-1 P-1 P-1 P-1 102 CASHIER T-1 B-1 N/A P-1 P-1 P-1 P-1 103 ELEC. / IT T-1 B-1 ACT P-1 P-1 P-1 P-1 104 COPIER T-1 B-1 ACT P-1 P-1 P-1 P-1 105 MECHANICAL CONCRETE B-0 OPEN STRUCTURE P-1 P-1 P-1 P-1 106 PROPERTY MANAGER T-1 B-1 ACT P-1 P-1 P-1 P-1 107 OFFICE MANAGER T-1 B-1 ACT P-1 P-1 P-1 P-1 108 MEETING ROOM T-1 B-1 ACT P-1 P-1 P-1 P-1 109 EXIT T-1 B-1 ACT P-1 P-1 P-1 P-1 110 DIRECTOR OF VETERINARY SERVICES T-1 B-1 ACT P-1 P-1 P-1 P-1 111 DIRECTOR OF FOOD PRODUCTION T-1 B-1 ACT P-1 P-1 P-1 P-1 112 DIRECTOR OF ABATTOIR T-1 B-1 ACT P-1 P-1 P-1 P-1 113 DIRECTOR OF HORTICULTURE T-1 B-1 ACT P-1 P-1 P-1 P-1 114 VESTIBULE T-1 B-1 ACT P-1 P-1 P-1 P-1 115 MALE RESTROOM T-2 T-3 ACT T-3 T-3 T-3 T-3 TILE WAINSCOT ON WALLS 116 FEMALE RESTROOM T-2 T-3 ACT T-3 T-3 T-3 T-3 TILE WAINSCOT ON WALLS 117 JANITOR T-1 B-1 ACT P-1 P-1 P-1 P-1 118 BREAK ROOM T-1 B-1 ACT P-1 P-1 P-1 P-1 119 CONFERENCE ROOM/ TRAINING ROOM T-1 B-1 ACT P-1 P-1 P-1 P-1 200 LEVEL TWO LOBBY T-1 B-1 ACT P-1 P-1 P-1 P-1 201 VESTIBULE T-1 B-1 ACT P-1 P-1 P-1 P-1 202 CORRIDOR T-1 B-1 ACT P-1 P-1 P-1 P-1 203 ADMINISTRATIVE T-1 B-1 ACT P-1 P-1 P-1 P-1 204 MECHANICAL CONCRETE B-0 GYP BOARD P-1 P-1 P-1 P-1 205 ELEC. / IT T-1 B-1 ACT P-1 P-1 P-1 P-1 206 RESEARCH ROOM / MAP ROOM T-1 B-1 ACT P-1 P-1 P-1 P-1 207 OFFICE T-1 B-1 ACT P-1 P-1 P-1 P-1 208 OFFICE T-1 B-1 ACT P-1 P-1 P-1 P-1 209 COPIER T-1 B-1 ACT P-1 P-1 P-1 P-1 210 DIRECTOR OF ADMIN. & MANAGEMENT T-1 B-1 ACT P-1 P-1 P-1 P-1 211 DEPUTY COMMISSIONER T-1 B-1 ACT P-1 P-1 P-1 P-1 212 EXIT T-1 B-1 ACT P-1 P-1 P-1 P-1 213 ASSISTANT COMMISSIONER T-1 B-1 ACT P-1 P-1 P-1 P-1 214 RESTROOM T-2 T-2 ACT P-1 P-1 P-1 P-1 215 COMMISSIONER'S OFFICE T-1 B-1 ACT P-1 P-1 P-1 P-1 216 EXECUTIVE ASSISTANT T-1 B-1 ACT P-1 P-1 P-1 P-1 217 FINANCIAL MANAGMENT SUPERVISOR T-1 B-1 ACT P-1 P-1 P-1 P-1 218 ACCOUNTANT T-1 B-1 ACT P-1 P-1 P-1 P-1 219 CHIEF PROCUREMENT OFFICER T-1 B-1 ACT P-1 P-1 P-1 P-1 220 VESTIBULE T-1 B-1 ACT P-1 P-1 P-1 P-1 221 MALE RESTROOM T-1 B-2 ACT T-3 T-3 T-3 T-3 TILE WAINSCOT ON WALLS 222 FEMALE RESTROOM T-1 B-2 ACT T-3 T-3 T-3 T-3 TILE WAINSCOT ON WALLS 223 JANITOR T-1 B-1 ACT P-1 P-1 P-1 P-1 224 GREEN ROOF VEGETATION B-0 N/A N/A N/A N/A N/A Grand total: 45 No. Description Date ROOM FINISH SCHEDULE KEY ITEM DESCRIPTION FLOOR CONCRETE SMOOTH CONCRETE SLAB FLOOR FINISH WITH CLEAR SEALER VEGETATION VEGETATED ROOOF T-1 12x12 PORCELAIN TILE AS SELECTED BY ARCHITECT T-2 12x12 PORCELAIN TILE AS SELECTED BY ARCHITECT BASE B-0 NO BASE B-1 4" HIGH PRESSURE TREATED WOOD BASEBOARD WITH PAINTED FINISH T-2 4" HIGH PORCELAIN TILE AS SELECTED BY ARCHITECT T-3 PORCELAIN TILE WAINSCOT AS SELECTED BY ARCHITECT CEILING GYP BOARD 1/2" GYPSUM WALLBOARD CEILNG, PAINTED ACT 24x24 ACOUSTICAL CEILNG TILE WITH GRID OPEN STRUCTURE SPACE OPEN TO STRUCTURE ABOVE N/A NOT APPLICABLE WALL FINISH P-1 INTERIOR WALL PAINT AS SELECTED BY ARCHITECT T-3 TILE WAINSCOT AS SELECTED BY ARCHITECT N/A NOT APPLICABLE 033000 - CAST-IN-PLACE CONCRETE 1. CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): A. ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE." B. ACI 117 "STANDARD TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS". C. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". D. ACI 304 "RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE". E. ACI 305 "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING". F. ACI 311 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION". G. ACI 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". H. ACI 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" I. ACI MANUAL OF CONCRETE PRACTICE-PARTS 1 THRU 5 AS APPROPRIATE TO TYPE OF CONSTRUCTION. J. CRSI "MANUAL OF STANDARD PRACTICE". 2. CONCRETE SHALL BE NORMAL WEIGHT UNO AND SHALL CONFORM TO ASTM C-94 IN ADDITION TO THE FOLLOWING: A. PORTLAND CEMENT SHALL MEET ASTM C-150 TYPEI/II. B1. AGGREGATES FOR SLAB ON GRADE SHALL MEET ASTM C-33 (1" MAX). B2. AGGREGATES ELSEWHERE SHALL MEET ASTM C-33 (3/4" MAX). C. AIR ENTRAINING AGENT SHALL MEET ASTM C-260. D. WATER REDUCING AGENT SHALL MEET ASTM C-494. E. CALCIUM CHLORIDE SHALL NOT BE USED IN THE MIX. G. CURING COMPOUND SHALL MEET ASTM C309 TYPE 1 UNO. 3. CONCRETE SHALL HAVE THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS AS INDICATED BELOW. MIX DESIGNS SHALL BE APPROVED BY THE ENGINEER BEFORE USE. CONCRETE MIX REQUIREMENTS COMPONENT 28-DAY STRENGTH W/C RATIO SLUMP SLAB-ON-GRADE 4,000 PSI 0.50 4 TO 6 IN FOOTINGS 3,000 PSI 0.50 4 TO 6 IN CONCRETE CAST ABOVE GRADE 4,000 PSI 0.45 4 TO 6 IN 4. FLY ASH, SUBSTITUTING FOR CEMENT, SHALL NOT EXCEED 25% BY WEIGHT. 5. FOR MASS CONCRETE PLACEMENT AS DEFINED BY ACI 207 FLY ASH, SUBSTITUTING FOR CEMENT, SHALL NOT EXCEED 30% BY WEIGHT. 6. REINF BARS USED IN CONCRETE SHALL BE GRADE 60 KSI DEFORMED BAR CONFORMING TO ASTM SPECIFICATION A-615. REINFORCEMENT SHALL BE RUST,OIL, AND SCALE FREE AND SHALL BE PLACED AND BENT IN ACCORDANCE WITH THE REFERENCED STANDARDS INDICATED IN NOTE 1 OF THIS SECTION. SHOP DWGS FOR REINFORCEMENT LAYOUT, DETAILING, AND PLACING SHALL BE APPROVED BY THE STRUCT ENGINEER PRIOR TO FABRICATION, SITE DELIVERY, AND INSTALLATION. 7. WELDED WIRE FABRIC TO BE USED FOR CONCRETE REINFORCEMENT WHERE INDICATED SHALL CONFORM TO ASTM A-185 AND SHALL BE FURNISHED IN FLAT SHEETS (RATHER THAN ROLLS). FABRIC SHALL BE SUPPORTED ON CHAIRS TO MAINTAIN THE PROPER LOCATION WITHIN THE CONCRETE AND SHALL BE PLACED IN ACCORDANCE WITH THE REFERENCED STANDARDS INDICATED IN NOTE 1 OF THIS SECTION. MINIMUM LAP SHALL BE TWO PANELS. 8. CONCRETE SHALL BE CURED IN ACCORDANCE WITH ACI STANDARDS AND SPECIFICATIONS UTILIZING A CURING COMPOUND WITH FUGITIVE DYE. THE CONTRACTOR SHALL BEGIN CONCRETE CURING IMMEDIATELY AFTER FINISHING OPERATIONS ARE COMPLETED. 9. CONCRETE ADMIXTURES SHALL BE UTILIZED ONLY WITH PRIOR APPROVAL FROM THE STRUCT ENGINEER. 10. CONCRETE ADDITIVES SHALL BE COORDINATED BY THE CONTRACTOR TO INSURE COMPATIBILITY WITH FLOOR COVERINGS, EXPOSED, POLISHED, AND STAINED FINISHES AS SPECIFIED BY THE ARCH. 11. CONCRETE TESTING SHALL BE REQUIRED FOR CIP CONCRETE ELEMENTS AND SHALL BE PERFORMED BY A QUALIFIED, INDEPENDENT TESTING LAB. MINIMUM TESTING SHALL BE FOR SLUMP IN ACCORDANCE WITH ASTM C143 AND FOR COMPRESSIVE STRENGTH IN ACCORDANCE WITH ASTM C39. 12. COMPRESSIVE STRENGTH TESTING SHALL BE CONDUCTED FOR EACH CLASS, FOR EVERY FIFTY CUBIC YARDS OF CONCRETE PLACED PER DAY. PLACEMENTS LESS THAN FIFTY CUBIC YARDS SHALL ALSO BE TESTED PER DAY FOR EACH CLASS. A MINIMUM OF FOUR LAB-CURED AND SIX FIELD-CURED CYLINDERS SHALL BE COLLECTED. TWO CYLINDERS SHALL BE KEPT IN RESERVE AND TESTED, IF NECESSARY, WITH PRIOR APPROVAL FROM THE STRUCT ENGINEER. 13. MIX DESIGN SUBMITTALS SHALL BE SENT TO THE STRUCT ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONCRETE PLACEMENT AND SHALL BE UNIQUELY IDENTIFIED WITH MIX NUMBER AND EXACT LOCATION WHERE MIX WILL BE PLACED ON THE STRUCTURE. SUBMITTALS SHALL INCLUDE DATA FROM RECENT FIELD AND LAB CYLINDER TESTS AND STATISTICAL, TESTED BACK-UP DATA PER ACI 318. 14. CONCRETE TICKETS FOR CONCRETE MIXES DELIVERED TO THE SITE SHALL IDENTIFY THE EXACT TIME THAT THE MIX IS BATCHED. CONCRETE PLACEMENT SHALL OCCUR WITHIN ONE AND A HALF HOURS FROM THE TIME THE PROPORTIONED MIXING WATER IS ADDED TO THE MIX FOR PLACEMENT. MIXES SHALL BE DISCARDED IF THIS TIMEFRAME IS EXCEED. IT SHALL BE THE RESPONSIBILITY OF T HE INDEPENDENT TESTING LAB TO ASSURE COMPLIANCE WITH PLACING TIME AND TO NOTIFY THE CONTRACTOR AND OWNER OF NON-COMPLIANCE. 15. CONCRETE FORMS SHALL NOT BE STRIPPED UNTIL CONCRETE HAS ATTAINED A MINIMUM 70% OF THE SPECIFIED 28-DAY COMPRESSIVE STRENGTH AS INDICATED BY TESTING SAMPLES. 16. LAP SPLICE LENGTHS SHALL BE A MINIMUM OF 48 BAR DIA UNO. 17. CONCRETE CLEAR COVER OVER REINF SHALL BE IN ACCORDANCE WITH ACI 318 AS LISTED BELOW, UNLESS NOTED OTHERWISE. LOCATION CLEAR COVER CAST AGAINST EARTH 3" EXPOSED TO EARTH OR WEATHER #6 AND LARGER 2" EXPOSED TO EARTH OR WEATHER #5 AND SMALLER 1 1/2" SLABS AND WALLS NOT EXPOSED TO WEATHER 3/4" BEAMS AND COLUMNS NOT EXPOSED TO WEATHER 1 1/2" SLABS ON GRADE (COVER FROM TOP OF SLAB) 1 1/2" 18. VERT AND HORIZ REINF INDICATED ON THE DWGS SHALL BE DOWELED OUT OF THE FOUNDATION OR THE ELEMENT WHERE THE REINF ORIGINATES, (SLAB BEAM, THE BEAM, WALL, ETC.) UTILIZING AN ACI STANDARD HOOK EMBEDDED TO DEVELOP THE FULL ULTIMATE TENSILE STRENGTH OF THE BAR. 19. FORMWORK REMOVAL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REMOVE FORMS IN SUCH A MANNER AS TO INSURE JOB SAFETY AND TO PREVENT DAMAGE TO, AND CREEP DEFLECTION OF THE STRUCTURE. 20. IMMEDIATELY AFTER REMOVAL OF FORMS, REPAIR HONEYCOMBED OR DEFECTIVE AREAS WITH HIGH STRENGTH CEMENT GROUT. GROUT SHALL BE APPROVED BY THE STRUCT ENGINEER. WHEN REINF IS VISIBLE IN DEFECTIVE AREA, CONTACT THE STRUCT ENGINEER IMMEDIATELY. 042200 - MASONRY 1. CONFORM TO ACI BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530/ASCE 5 AND TO ACI SPECIFICATIONS FOR MASONRY ACI 530.1/ ASCE 6. LATEST EDITION REFERENCED IN BUILDING CODE. 2. CONCRETE MASONRY UNITS (CMU) MATERIALS SHALL BE: A. ALL CONCRETE MASONRY UNITS (CMU) SHALL BE TWO CELL LIGHTWEIGHT AGGREGATE UNITS WITH A SPECIFIED MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA AT 28 DAYS CONFORMING TO ASTM C90. CMU LOCATED BELOW GRADE, SHALL BE NORMAL WEIGHT AGGREGATE UNITS. B. ALL MORTAR SHALL BE TYPE "S" OR "M" WITH A MINIMUM MORTAR COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS CONFORMING TO ASTM C270. THE MINIMUM COMPRESSIVE STRENGTH (f'M) OF A PRISM ASSEMBLED OF CMU AND MORTAR SHALL BE 1500 PSI AT 28 DAYS ON THE NET AREA. C. CMU GROUT SHALL CONFORM TO ASTM C476 WITH 3/8" AGGREGATE WITH THE FOLLOWING REQUIREMENTS: MIN F'C=3000 PSI, MIN CEMENT=611 PCY, MAX W/C RATIO=0.65 AND SHALL HAVE A SLUMP OF BETWEEN 8" AND 10". PROVIDE CLEAN OUTS AS SHOWN ON DWGS. PUMP 4'-0" MAXIMUM GROUT LIFTS WITH 60 MINUTE DELAY BETWEEN LIFTS. D. REINF STEEL SHALL MEET THE REQUIREMENTS OF ASTM A615, GR 60. E. JOINT REINF STEEL SHALL MEET THE REQUIREMENTS OF ASTM A82 WIRE WITH A MINIMUM YIELD GREATER THAN 70 KSI. LONGITUDINAL WIRES SHALL BE 9 GA (0.1483" DIA) WITH LADDER TYPE WIRES CONNECTED AT 16" CENTERS. REINF SHALL BE MILL GALVANIZED PER ASTM A641, CLASS 3. F. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL, SUPPORT CONCRETE WITH 6" WIDE CONTINUOUS STRIPS OF 1/8 SQUARE MESH SOFFIT SCREENING OF PUR-O- STOP OR EQUAL CENTERED OVER BLOCK WORK. USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED. 3. HORIZ WALL REINF A. PROVIDE BOND BEAM COURSES IN ALL WALLS AT THE TOP OF WALL OR PARAPET, AT FLOOR LEVELS (ABOVE GRADE) AND AT BEARING LOCATIONS. BOND BEAMS SHALL BE REINFORCED AS SHOWN IN PLANS AND DETAILS. ALL INTERIOR STRUCT WALLS (SHEAR AND/OR BEARING) SHALL HAVE INTERMEDIATE BOND BEAMS LOCATED AT THE SAME LEVELS AS EXTERIOR BOND BEAMS. B. PROVIDE BOND BEAMS AT INTERMEDIATE LOCATIONS IN EVERY SIXTH COURSE (IE: 4'-0"OC). 4. VERT REINF A. PROVIDE VERT REINF (NORMAL REINF) IN GROUT FILLED CELLS IN ALL WALLS AS SHOWN ON PLANS AND SCHEDULES. B. PROVIDE AN ADDITIONAL VERT REINF BAR WITH DOWELS INTO SUPPORTING MEMBERS, WITH SAME SIZE AND LENGTH AS THE NORMAL REINF BAR, AT THE FOLLOWING LOCATIONS UNO: 1. ON EACH SIDE OF A CONTROL OR ISOLATION JOINT 2. AT INTERSECTION OF WALLS 3. EACH SIDE OF A WALL OPNGS PER MASONRY DETAILS 4. AT EACH END OF WALL 5. AT EACH BEAM BEARING C. VERT REINF SHALL EXTEND CONTINUOUSLY FROM THE TOP OF THE SUPPORTING MEMBER TO EMBED AT LEAST 6" INTO THE TOP BOND BEAM. THERE SHALL BE A DOWEL, CAST INTEGRAL WITH THE SUPPORTING MEMBER, FOR EACH VERT REINF BAR EXCEPT AS NOTED. 5. REINF SHALL MEET THE FOLLOWING LAP, SPLICE AND EMBEDMENT REQUIREMENTS: LAP OR FOUNDATION DOWELS REINF SPLICE EMBEDMENT STRAIGHT BAR LENGTH WITH HOOK EMBEDMENT SIZE IN WALL INTO FOUND. INTO FOUND. JOINT 16" N/A N/A 4 24" 8" 15" 5 30" 10" 19" 6 36" 12" 23" 7 42" 14" 27" 8 48" 16" 30" HOOKS IF USED SHALL BE ACI STANDARD HOOKS. 6. CELLS WHICH CONTAIN REINF STEEL (VERT CELLS, BOND BEAMS, LINTELS AND PILASTERS) SHALL BE FILLED SOLIDLY WITH GROUT AND UNITS SHALL BE LAID WITH FULL BED JOINTS AROUND CELLS. 7. VERT CELLS TO BE FILLED SHALL HAVE VERT ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTED CONTINUOUS VERT CELL. 8. BOND BEAM AND JOINT REINF FOR INTERIOR AND EXTERIOR WALLS SHALL BE CONTINUOUS THROUGHOUT, EXCEPT AT CONTROL AND ISOLATION JOINTS, IT SHALL BE AS FOLLOWS: A. INTERMEDIATE (LADDER) REINF SHALL BE DISCONTINUOUS AT CONTROL JOINTS. REINFORCEMENT IN BOND BEAMS AT FLOOR AND ROOF DIAPHRAGM LEVELS SHALL BE CONTINUOUS. B. AT ISOLATION JOINTS, ALL REINF SHALL BE DISCONTINUOUS. 9. BARS AROUND PERIMETER OF OPNGS SHALL EXTEND NOT LESS THAN 40 BAR DIA OR 24", WHICHEVER IS LARGER, BEYOND THE CORNER OF THE OPNG VERT JAMB BARS SHALL BE THE SAME SIZE AND NUMBER AS THE NORMAL VERT REINF. 10. SEE PLANS AND SCHED FOR LINTELS OVER OPNGS. 11. LOCATION AND DETAILS OF CONTROL JOINTS AND ISOLATION JOINTS IN REINFORCED MASONRY SHALL BE AS SHOWN ON THE ARCH DWGS. THE MAXIMUM SPACING OF CONTROL JOINTS SHALL BE 25'-4" AND ISOLATION JOINTS SHALL BE AT A LENGTH TO HEIGHT RATIO OF 4:1 OR 100'-0" OC, WHICHEVER IS LESS. CONTRACTOR SHALL SUBMIT A JOINT LAYOUT PLAN FOR APPROVAL PRIOR TO CONSTRUCTION. 12. ALL MASONRY IN CONTACT WITH SOIL SHALL BE NORMAL WEIGHT UNITS AND HAVE ALL VOIDS FILLED WITH GROUT. 13. MASONRY WALL TO INTERLOCK (50% MASONRY BOND) AT ALL INTERSECTING WALLS. 14. SPECIAL INSPECTION IN ALL CMU WORK IS REQUIRED BY A QUALIFIED INSPECTOR AT CONTRACTOR'S EXPENSE. 051200 - STRUCTURAL STEEL FRAMING 1. STRUCT STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND AISC SPECIFICATIONS FOURTEENTH EDITION. 2. STRUCT STEEL SHALL MEET THE FOLLOWING REQUIREMENTS UNO THE DWGS: TYPE ASTM GRADE WIDE-FLANGE TYPE SHAPES (W, S & M) A992 50 ANGLES, CHANNELS AND PLATES A36 ----- PIPE A53 B TYPE E STRUCT TUBING A500 B ANCHOR BOLTS A1554 W/S1 ----- STRUCT BOLTS A325N ----- ERECTION BOLTS A307 ----- 3. ALL CONNECTIONS NOT DETAILED OR OTHERWISE NOTED SHALL BE DESIGNED BY THE FABRICATOR. SHOP DWGS AND CONNECTION CALCULATIONS SHALL BE SUBMITTED BEARING THE SEAL OF AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. A. BEAM SHEAR CONNECTIONS SHALL BE STANDARD AISC CONNECTIONS, AND SHALL BE DESIGNED PER SCHED. DESIGN SHALL BE BASED ON BEARING TYPE BOLTED CONNECTIONS WITH BOLTS "SNUG TIGHT" PER AISC. WELDED TYPE CONNECTIONS SHALL BE APPROVED FOR USE PRIOR TO SUBMITTAL OF SHOP DWGS. B. ALL MOMENT CONNECTIONS ON THE DWGS SHALL DEVELOP THE FULL MOMENT CAPACITY OF THE CONNECTED MEMBERS. MOMENT CONNECTIONS SHALL BE WELDED TYPE. BOLTED MOMENT CONNECTIONS USING FRICTION TYPE PRETENSIONED BOLTS SHALL BE APPROVED FOR USE PRIOR TO SUBMITTAL OF SHOP DWGS. DIRECT TENSION INDICATOR (DTI) WASHERS SHALL BE USED TO INSURE PROPER TENSIONING. C. ALL BOLTED CONNECTIONS, REQUIRING PRETENSIONED BOLTS, WILL BE INDICATED AS USING DIRECT TENSION INDICATOR (DTI) WASHERS TO INSURE PROPER TENSIONING. D. ALL WELDING SHALL BE IN ACCORDANCE WITH LATEST AWS D1.1. AND USE E70XX ELECTRODES. ALL WELD SHALL BE TOUCHED UP WITH ZINC-RICH PROTECTIVE PAINT FOR CORROSION RESISTANCE. 053100 - STEEL DECKING 1. METAL DECK SHALL CONFORM TO STEEL DECK INSTITUTE (SDI) SPECIFICATIONS, PER EDITION REFERENCED IN BUILDING CODE, AND BE DETAILED, FABRICATED AND ERECTED ACCORDING TO THE SAME. SUBMIT SHOP DWGS AND SIGNED AND SEALED CALCULATIONS BY A REGISTERED STRUCT ENGINEER WHERE THE PROJECT IS LOCATED FOR APPROVAL BY THE ENGINEER OF RECORD SHOWING COMPLIANCE WITH DIAPHRAGM AND NET UPLIFT LOADS REQUIREMENTS AS INDICATED ON THE DWGS. 2. STEEL ROOF DECK SHALL BE VULCRAFT 1.5B22 OR APPROVED EQUAL, 1 1/2" DEEP, 22 GA., WIDE RIB METAL DECKING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33,000 PSI, A MINIMUM I OF 0.169 IN 4, A MINIMUM Sp OF 0.186 IN 3, AND A MINIMUM Sn OF 0.192 IN 3. DECKING SHALL RECEIVE GALVANIZED FINISH PER SPECIFICATIONS, DECKING SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SUPPORTS. EACH DECK UNIT SHALL BE ATTACHED TO SUPPORTING MEMBERS AND ADJACENT PANELS PER DIAPHRAGM ATTACHMENT NOTES SPECIFIED ON PLANS. 3. STEEL FLOOR COMPOSITE SHALL BE VULCRAFT 1.5VL22 OR APPROVED EQUAL, 1 1/2" DEEP, 22 GA., WIDE RIB METAL DECKING SHALL HAVE A MINIMUM YIELD STRENGTH OF 40,000 PSI, A MINIMUM I OF 0.166 IN 4, A MINIMUM SP OF 0.178 IN 3, AND A MINIMUM SN OF 0.186 IN 3. DECKING SHALL RECEIVE GALVANIZED FINISH PER SPECIFICATIONS, DECKING SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SUPPORTS. EACH DECK UNIT SHALL BE ATTACHED TO SUPPORTING MEMBERS AND ADJACENT PANELS PER DIAPHRAGM ATTACHMENT NOTES SPECIFIED ON PLANS. 052100 - STEEL JOIST FRAMING 1. ROOF JOISTS SHALL BE DESIGNED TO SUPPORT THE FOLLOWING LOADS: DEAD LOAD: LIVE LOAD: 2. IN ADDITION TO THE UNIFORM LOADING SPECIFIED FOR JOISTS DESIGN, THE JOISTS SUPPLIER SHALL INCLUDE ANY CONCENTRATED LOADS CAUSED BY ARCH FEATURES OR MECH EQUIPMENT IN THE JOISTS DESIGN. 3. SEE ARCH DWGS FOR BEARING CONDITIONS AND DIMENSIONS OF JOISTS. 4. CATALOG JOIST SHOP DWGS INCLUDING CONNECTIONS AND LAYOUT SHALL BE SUBMITTED FOR REVIEW. 5. JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH APPLICABLE STANDARDS. 6. UNLESS NOTED OTHERWISE ON DWGS, JOISTS SUPPLIER SHALL BE RESPONSIBLE FOR DESIGNING AND SUPPLYING ALL TEMPORARY AND PERMANENT BRACING REQUIRED BY DESIGN, ALL JOIST-TO-JOIST CONNECTIONS AND ALL UPLIFT CONNECTIONS AT BEARING LOCATIONS. 054400 - COLD-FORMED METAL TRUSSES 1. DESIGN, FABRICATE AND ERECT LIGHT GAGE TRUSSES IN ACCORDANCE WITH AISI SG-971 - SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL STRUCT MEMBERS; 1996, WITH 2000 SUPPLEMENT. ERECTION PLANS, TRUSS AND CONNECTION CALCULATIONS, DESIGNED BY THE CONTRACTOR, SHALL BE SUBMITTED FOR THE FILES OF THE STRUCT ENGINEER. CALCULATIONS SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 2. TRUSS MANUFACTURER SHALL DESIGN FOR THE FOLLOWING SUPERIMPOSED LOADS: ROOF TOP CHORD DEAD LOAD---------------XX PSF CHORD DEAD LOAD--------------------------------10 PSF ROOF TOP CHORD LIVE LOAD-----------------XX PSF 3. DESIGN ROOF TRUSSES TO RESIST A WIND UPLIFT PRESSURE APPLIED NORMAL TO THE ROOF PLANE - SEE NET UPLIFT PLAN. 4. IN ADDITION TO THE ABOVE LOADS, LIGHT GAGE TRUSSES SHALL BE DESIGNED FOR CONCENTRATED LOADS HUNG FROM OR SUPPORTED ON TRUSSES. SEE STRUCT ROOF FRAMING PLAN AS WELL AS MECH, ELEC AND PLUMB DWGS AND SPECIFICATIONS FOR LOADING INFORMATION AND LOCATION. LOADING AS REQUIRED BY OTHER SUBCONTRACTORS, SUCH AS FIRE PROTECTION, SHALL BE COORDINATED BY THE GC. 5. INDICATE ALL LIGHT GAGE TRUSS CONNECTIONS AND BRACING, TEMPORARY AND PERMANENT, ON THE SHOP DWGS. CONNECTORS AND BRACING MEMBERS SHALL BE FURNISHED BY THE TRUSS MANUFACTURER AND INSTALLED BY THE CONTRACTOR. SHOP DWGS THAT DO NOT INCLUDE THESE DETAILS WILL RESULT IN SHOP DWGS BEING RETURNED UNCHECKED AS AN INCOMPLETE SUBMITTAL. 6. TEMPORARY BRACING SHALL NOT IMPOSE ANY FORCE ON THE SUPPORTING STRUCTURE. PERMANENT BRACING FORCES SHALL BE TRANSFERRED TO THE ROOF DIAPHRAGM BY THE BRACING DESIGN PROVIDED BY THE TRUSS MANUFACTURER. 7. COMPLY WITH AWS D1.1 AND AWS D1.3, AS APPLICABLE, FOR WELDING BASE METALS LESS THAN 1/8 INCH THICK. QUALIFY WELDING PROCESSES AND WELDING OPERATORS IN ACCORDANCE WITH AWS B2.1. 8. VERT LIVE LOAD DEFLECTION ON ROOF TRUSSES SHALL BE LESS THAN OR EQUAL TO 1/240 OF SPAN. 9. DESIGN FRAMING SYSTEMS TO PROVIDE FOR MOVEMENT OF FRAMING MEMBERS WITHOUT DAMAGE OR OVER STRESSING, SHEATHING FAILURE, CONNECTION FAILURE, UNDUE STRAIN ON FASTENERS AND ANCHORS, OR OTHER DETRIMENTAL EFFECTS WHEN SUBJECT TO MAXIMUM AMBIENT TEMPERATURE RANGE OF 120 DEGREES F (67 DEGREES C). 10. STORE TRUSSES ON BLOCKING, PALLETS PLATFORMS OR OTHER SUPPORTS OFF THE GROUND AND IN AN UPRIGHT POSITION SUFFICIENTLY BRACED TO AVOID DAMAGE FROM EXCESSIVE BENDING. 11. PROTECT TRUSSES AND ACCESSORIES FROM CORROSION, DEFORMATION, DAMAGE AND DETERIORATION WHEN STORED AT JOB SITE. KEEP TRUSSES FREE OF DIRT AND OTHER FOREIGN MATTER. 12. DURING CONSTRUCTION, ADEQUATELY DISTRIBUTE ALL LOADS APPLIED TO TRUSSES SO AS NOT TO EXCEED THE CARRYING CAPACITY OF ANY ONE JOIST, TRUSS OR OTHER COMPONENT. 13. PROVIDE MANUFACTURER'S STANDARD STEEL TRUSS MEMBERS, BRACING, BRIDGING, BLOCKING, REINFORCEMENTS, FASTENERS AND ACCESSORIES WITH EACH TYPE OF STEEL FRAMING REQUIRED, AS RECOMMENDED BY TYPE OF STEEL FRAMING REQUIRED, AS RECOMMENDED BY THE MANUFACTURER FOR THE APPLICATION INDICATED AND AS NEEDED TO PROVIDE A COMPLETE LIGHT GAUGE NEEDED TO PROVIDE A COMPLETE LIGHT GAUGE COLD-FORMED STEEL TRUSS SYSTEM. 14. PROVIDE HOT-DIPPED GALVANIZED COATING FINISH, MINIMUM G90/Z275. 15. BRACING, BRIDGING AND BLOCKING MEMBERS: FABRICATE COMPONENTS OF ASTM A 653/A 653M CS TYPE B STEEL SHEET WITH A MINIMUM YIELD STRENGTH OF 33 KSI. 16. FASTENERS: MANUFACTURER RECOMMENDED SELF-DRILLING, SELF TAPPING SCREWS WITH CORROSION-RESISTANT PLATED FINISH OF SUFFICIENT SIZE AND NUMBER TO ENSURE THE STRENGTH OF THE CONNECTION. 133419 - PRE-ENGINEERED METAL BUILDING SYSTEMS 1. FOUNDATION DESIGN IS FOR A PRE-ENGINEERED BUILDING BY OTHERS. SUBMIT BUILDING REACTIONS TO FOUNDATION ENGINEER FOR REVIEW PRIOR TO FOUNDATION POUR. 2. STRUCT STEEL SHALL BE IN ACCORDANCE WITH THE AISI SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCT STEEL FOR BUILDINGS, DATED NOV. 1, 1978. ROLLED SHAPES SHALL BE IN ACCORDANCE WITH ASTM A992 GRADE 50, UNLESS DESIGNED DIFFERENTLY BY PRE-ENGINEERED METAL BUILDING MANUFACTURERS ENGINEER. 3. PRE-ENGINEERED METAL BUILDING SHALL BE DESIGNED FOR ALL LOADS PRESCRIBED HEREIN. SUBMIT SHOP DWGS SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED TO THE FOUNDATION ENGINEER PRIOR TO FABRICATION OR CONSTRUCTION. 4. ANCHOR BOLTS SHALL BE DESIGNED BY METAL BUILDING MANUFACTURER'S REGISTERED ENGINEER. SUBMIT SHOP DWGS AND ANCHOR BOLT LAYOUTS TO FOUNDATION ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 5. THE ENGINEER OF RECORD RESERVES THE CHOICE TO INCREASE CERTAIN FOUNDATION SIZES UNDER THE METAL BUILDING COLUMNS IF THE REACTIONS REPORTED BY THE METAL BUILDING MANUFACTURER ARE SUBSTANTIALLY HIGHER THAN THOSE PRELIMINARY CALCULATED. 050519 - CHEMICAL ADHESIVE ANCHORAGE 1. ADHESIVE ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.4 AND ICC-ES AC308 FOR CRACKED AND UNCRACKED CONCRETE RECOGNITION. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS (ACI 318-11 D.2.2). HOLES SHALL BE DRY AT THE TIME OF INSTALLATION (ACI 318-11 D.9.2.1). ADHESIVES SHALL HAVE MAX IN-SERVICE SHORT- TERM TEMPERATURE OF 150°F, AND MAX IN-SERVICE LONG-TERM TEMPERATURE OF 110°F (ACI 318-11 D.9.2.1). PRIOR TO INSTALLATION OF ADHESIVE ANCHORS IN HORIZ OR UPWARDLY INCLINED ORIENTATIONS RESISTING SUSTAINED TENSION LOADS, INSTALLERS ARE REQUIRED TO BE CERTIFIED IN ACCORDANCE WITH THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM (ACI 318-11 D.9.2.2) AND MUST BE CONTINUOUSLY INSPECTED (ACI 318-11 D.9.2.4). PRE-APPROVED ADHESIVE ANCHORS INCLUDE: 2. SPECIFIED POST-INSTALLED ANCHORS SHALL BE AS MANUFACTURED BY HILTI AND SHALL BE ASTM F593 CW2 HAS-R 316 STAINLESS STEEL RODS OF DIA AND EMBEDMENT SPECIFIED ON DWGS AND WITH A MINIMUM YIELD STRENGTH OF 45 KSI. ANCHOR ASSEMBLIES SHALL BE SET IN HY-200 ADHESIVE. 3. ANCHORS SHALL BE SUBJECT TO CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH THE MPII, RELEVANT ICC-ES ESR EVALUATION REPORTS, AND SECTION 018100. 4. INSTALLATION OF ANCHORS SHALL ONLY BE PERFORMED BY CERTIFIED ADHESIVE ANCHOR INSTALLERS QUALIFIED BY ACI IN THE INSTALLATION OF THE ADHESIVE ANCHOR SYSTEM SPECIFIED ON THESE DWGS. 6. CONFIRM THE ABSENCE OF REINF STEEL BY DRILLING A 1/4" DIA PILOT HOLE FOR EACH ANCHOR. DO NOT CUT REINF STEEL WITHOUT APPROVAL OF THE STRUCT ENGINEER. 7. BLOW OUT HOLES WITH COMPRESSED AIR AND USE NYLON BRUSH PER MANUFACTURER'S RECOMMENDATIONS TO REMOVE COMPLETELY ALL DUST AND CHIPS BEFORE APPLYING EPOXY. ALL EPOXY WORK MUST BE INSPECTED FOR VERIFICATION. 8. ALL INSTANCES OF DRILLING & EPOXYING MUST BE BROUGHT TO THE ATTENTION OF THE STRCUTURAL ENGINEER TO REVIEW FOR CAPACITY AND APPLICATION. 034200 - HOLLOW-CORE SLABS 1. FLOORS SHALL BE PRESTRESSED CONCRETE HOLLOW-CORE SLABS DESIGNED IN ACCORDANCE WITH ACI 318 FOR THE SUPERIMPOSED LOAD LISTED ABOVE. BASIS OF DESIGN UTILIZED IS CORESLAB PERMASLAB. 2. SUBMIT SHOP DWGS AND CALCULATIONS FOR REVIEW PRIOR TO FABRICATION. 3. SHOP DWGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. 4. FABRICATOR AND ERECTOR SHALL EACH HAVE FIVE YEARS CONSECUTIVE EXPERIENCE IN PROJECTS OF THIS SIZE AND NATURE. 5. CAMBER UNDER FULL DEAD LOAD SHALL NOT EXCEED L/360. SYSTEMS SHALL BE DESIGNED TO BE LEVEL, NO CAMBER OR DEFLECTION, AT FULL SUPERIMPOSED DEAD LOAD AND 25% LIVE LOAD. 6. PRECAST HOLLOW CORE SLABS: F’c=5000 PSI (28 DAYS) F’ci=3500 PSI, WITH 2” COMPOSITE NORMAL WEIGHT TOPPING 7. PRECAST MANUFACTURER TO INCORPORATE UTILITY OPNG REQUIREMENTS AS SPECIFIED BY MECH AND ELEC SUBCONTRACTORS IN PRECAST LAYOUT AND STRUCT DESIGN. 8. PRECAST HOLLOW CORE SLABS SHALL HAVE A MINIMUM OF 3" OF BEARING ON MASONRY WALLS PER FBC 2122.9. 9. CAMBER MAY REQUIRE ADJUSTMENT TO ACTUAL CORRECT ELEVATION. 024116 - DEMOLITION NOTES 1. THE CONTRACTOR IS REQUIRED TO PROVIDE ALL TEMPORARY SCAFFOLDING, PLATFORMS, BARRICADES, RAILINGS, SCREENING, ETC. NECESSARY TO PROTECT EXISTING FACILITIES, STRUCTURES AND THE PUBLIC DURING DEMOLITION AND ERECTION OF THE NEW CONSTRUCTION, AS WELL AS FOR JOB SAFETY. JOB SAFETY, CONSTRUCTION AND DEMOLITION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONS TO MINIMIZE VIBRATION, NOISE, DUST AND DEBRIS IN ALL AREAS ADJACENT TO AREAS OF DEMOLITION. 2. THE CONTRACTOR IS REQUIRED TO COOR WITH THE OWNER FOR THE TEMPORARY SUSPENSION OF USE OF ANY FACILITY OR PORTION THEREOF, AND THE ASSOCIATED BARRICADING REQUIREMENTS WITHIN A MINIMUM OF 7 DAYS PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR IS REQUIRED TO PERFORM HIS WORK IN A MANNER, WHICH WILL NOT CONFLICT WITH ANY OPERATION, WHICH IS TO REMAIN FUNCTIONAL DURING THE COURSE OF THE PROJECT, UNTIL SUCH OPERATION IS SCHEDULED TO BE SHUT DOWN. 4. THE CONTRACTOR IS REQUIRED TO COOR WITH OWNER FOR THE TEMPORARY SUSPENSION OF USE OF ANY UTILITY SYSTEM, A MINIMUM OF 3 DAYS PRIOR TO COMMENCING WORK. 5. AT ALL LOCATIONS WHERE NEW CONSTRUCTION WILL INTERFACE WITH EXISTING ELEMENTS, CUT THROUGH EXISTING STRUCTURE IN STRAIGHT AND TRUE LINES TO INSURE A NEAT INTERFACE. 6. AT ALL LOCATIONS WHERE THE DEMOLITION OF A CONCRETE MEMBER LEAVES THE ENDS OF REINF STEEL EXPOSED, PROVIDE THE FOLLOWING: A. CHIP CONCRETE FROM AROUND THE STEEL TO A DEPTH OF 1”. B. CUT OFF REINF STEEL NOT LESS THAN 3/4” BELOW THE CONCRETE SURFACE. C. FILL THE CAVITY FLUSH WITH A HIGH MODULUS GEL EPOXY. SEE SPECIFICATIONS FOR ACCEPTED MANUFACTURERS. 7. BEFORE DEMOLISHING ANY STRUCT ELEMENT, INSTALL ALL REQUIRED TEMPORARY AND/OR PERMANENT BRACING AND SUPPORTS. 8. PROVIDE TEMPORARY CLOSURE OF ALL ROOF FASCIA, WALL AND OTHER OPNGS TO PROTECT BUILDING FROM EXPOSURE TO UNDESIRABLE ELEMENTS UNTIL NEW CONSTRUCTION IS WEATHERPROOFED, AT WHICH TIME SUCH TEMPORARY CONSTRUCTION SHALL BE REMOVED. ALL TEMPORARY EXTERIOR WALLS THAT ARE SUBJECT TO WIND LOADS ARE TO BE DESIGNED BY A DELEGATED ENGINEER. 9. UPON COMPLETION OF NEW CONSTRUCTION UNDER EACH PHASE, ALL DEMOLISHED AREAS SHALL BE RESTORED TO ACCEPTABLE USAGE ACCORDING TO THE CONTRACT DOCUMENTS AS DETERMINED BY THE A/E. 10. REMOVE COMPLETELY FROM THE SITE AND LEGALLY DISPOSE ALL DEBRIS GENERATED BY THE DEMOLITION WORK AS THE WORK PROGRESSES. STOCKPILING OF DEBRIS AND BURNING OF DEBRIS ON THE PREMISES IS STRICTLY PROHIBITED. 050529 - MECHANICAL ANCHORAGE 1. MECH ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR CRACKED AND UNCRACKED CONCRETE RECOGNITION. PRE-APPROVED MECH ANCHORS INCLUDE: A. SIMPSON STRONG-TIE “TITEN HD” & “TITEN HD-RH”, HILTI “KWIK HUS-EZ” OR POWERS “WEDGE-BOLT+” B. SIMPSON STRONG-TIE “STRONG-BOLT 2”, HILTI “KWIK BOLT TZ” OR POWERS “POWER-STUD+ SD2” C. SIMPSON STRONG-TIE “TORQ-CUT”, HILTI “HDA” OR POWERS “ATOMIC+” 2. DIRECT FASTENERS SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC70 PRE-APPROVED POWDER- ACTUATED FASTENERS INCLUDE: SIMPSON STRONG-TIE “POWDER ACTUATED FASTENERS, THREADED STUDS & ASSEMBLIES”, HILTI “LOW VELOCITY X-U AND X-U 15 UNIVERSAL POWDER DRIVEN FASTENERS” OR POWERS “POWER DRIVEN FASTENERS” 3. MASONRY ANCHORS ANCHORAGE TO SOLID-GROUTED CONCRETE MASONRY MECH ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC01 OR AC106. PRE-APPROVED MECH ANCHORS INCLUDE: A. SIMPSON STRONG-TIE “TITEN-HD”, HILTI “KWIK HUS-EZ” OR POWERS “WEDGE-BOLT+” B. SIMPSON STRONG-TIE “STRONG-BOLT 2” OR “WEDGE-ALL”, HILTI “KWIK BOLT 3”, OR POWERS “POWER-STUD+ SD1” ADHESIVE ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58. PRE-APPROVED ADHESIVE ANCHORS INCLUDE: C. SIMPSON STRONG-TIE “SET-XP”, “ET-HP”, “AT-XP”, HILTI “HIT-HY 70” OR POWERS “AC100+ GOLD” 4. ANCHORAGE TO UNREINFORCED CLAY BRICK MASONRY A. ADHESIVE ANCHORS WITH SCREEN TUBES SHALL HAVE BEEN QUALIFIED IN ACCORDANCE WITH ICC-ES AC58 OR AC60, AS APPROPRIATE. THE APPROPRIATE SCREEN TUBE SHALL BE USED AS RECOMMENDED BY THE ADHESIVE MANUFACTURER. PRE- APPROVED ADHESIVE ANCHORS WITH SCREEN TUBES INCLUDE: B. SIMPSON STRONG-TIE “SET”, “AT” OR HILTI “HIT-HY 70” Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 41-42 Kongens Gade St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: boschulte@outlook.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 22091001 Owner Issue Date CAS JFV 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 S000 GENERAL NOTES USVI Agricultural Building No. Description Date 1 Revision 1 Date 1 034100 - PRECAST STRUCTURAL CONCRETE 1. ALL PRECAST/PRE STRESSED CONCRETE PRODUCTS SHALL BE DESIGNED IN ACCORDANCE WITH THE BUILDING CODE, ACI 318 LATEST EDITION REFERENCED IN BUILDING CODE AND PCI DESIGN HANDBOOK. SHOP DWGS AND CALCULATIONS OF PRECAST/PRE STRESSED PRODUCTS AND CONNECTIONS SHALL BE SUBMITTED BEARING THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. PRECAST/PRE STRESSED SUPPLIER SHALL BE CERTIFIED BY PCI. 2. ADDITIONAL DESIGN REQUIREMENTS ARE: A. BEARING PADS SHALL BE DESIGNED AND SUPPLIED BY THE PRECAST MANUFACTURER TO ABSORB ALL REQUIRED MOVEMENT WITHOUT SLIPPAGE. THE MINIMUM THICKNESS OF BEARING PADS SHALL BE 1/4" UNO. BEARING PADS SHALL BE LOCATED A MINIMUM OF 1/2" AWAY FROM THE FACE OF THE SUPPORT. B. MEMBERS SHALL NOT BE REMOVED FROM THE FORMS UNTIL THE CONCRETE HAS REACHED SUFFICIENT STRENGTH TO RESIST REMOVAL WITHOUT DAMAGE. IN NO CASE, SHALL PRECAST MEMBERS BE REMOVED PRIOR TO ATTAINING A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI. PRE STRESSED MEMBERS SHALL NOT BE REMOVED PRIOR TO ATTAINING A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI. C. PRECAST MEMBERS AND THEIR CONNECTIONS SHALL BE DESIGNED FOR THE LOADS SHOWN ON THE DWGS, IN ADDITION TO THE SELF WEIGHT OF THE MEMBER AND FOR ALL THE CONDITIONS NOTED IN ACI 318. CONNECTIONS SHALL BE DESIGNED FOR FORCES AND MOVEMENTS DUE TO VOLUMETRIC CHANGES RESULTING FROM TEMPERATURE CHANGE, ELASTIC DEFORMATIONS, CREEP AND SHRINKAGE. BEAM TO BEAM AND BEAM TO COLUMN CONNECTIONS SHALL BE DESIGNED FOR A MINIMUM ULTIMATE FORCE (HORIZONTALSHEAR OR TENSION) OF 6 KIPS. D. ALL COLUMNS AND WALL PANELS, SUPPORTED ON FOUNDATIONS, SHALL HAVE THE HORIZ JOINT GROUTED WITH A NON-SHRINK GROUT WHICH HAS A COMPRESSIVE STRENGTH AT 28 DAYS EQUAL TO OR GREATER THAN THAT OF THE SUPPORTED MEMBER. E. FLOOR AND ROOF MEMBERS SHALL BE CONNECTED TO ADJACENT MEMBERS WITH WELDED SIDE ANCHORS SPACED AT 10'-0" OC MAXIMUM, AND A MINIMUM OF TWO ANCHORS PER MEMBER ON EACH SIDE UNO. 3. MATERIALS SHALL MEET THE FOLLOWING REQUIREMENTS: CONCRETE MIN. F'C PSI HOLLOW CORE SLAB 5000 REINF ASTM GRADE REINF BARS A615 60 WELDABLE REINF BARS(DBA) A706 60 WELDED WIRE FABRIC A185 60 PRE STRESSING STRAND (LOW RELAX) A416 270 4. CONTRACTOR TO COOR ALL OPNG SIZES, LOCATIONS AND INSERTS PRIOR TO POURING THE PANELS. CONTRACTOR SHALL ENSURE THAT ALL BOND BREAKERS, FORMS, AND PANEL TEXTURE AS REQUIRED HAVE BEEN PROPERLY APPLIED AND PLACED. 5. PANEL ERECTION AND REINF SHOP DWGS, SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE STATE OF THE PROJECT SHALL BE SUBMITTED FOR REVIEW AND APPROVAL. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF ALL LIFTING AND BRACING INSERTS AND ANY ADDITIONAL PANEL AND INSERT REINF THAT MAY BE REQUIRED FOR STRESSES DUE TO TRANSPORTATION, HANDLING AND ERECTION. PANELS SHALL BE DESIGNED AND DETAILED FOR LIFTING AND HANDLING CONDITIONS FOR AN EXPERIENCED PANEL LIFTING ENGINEER. 6. TEMPORARY BRACING FOR PANELS SHALL NOT BE REMOVED UNTIL ALL FLOOR DIAPHRAGMS AND LATERAL LOAD CONNECTIONS ARE FULLY CONNECTED, WELDED AND INSTALLED. 7. ALL LIFTING EMBEDS AND HARDWARE SHALL BE RECESSED AND THE RESULTING HOLES FILLED AS REQUIRED AFTER ERECTION IS COMPLETED. 8. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF TOP BAR METAL BUILDINGS 1. FOUNDATION DESIGN IS FOR A PRE-ENGINEERED BUILDING BY OTHERS. SUBMIT BUILDING REACTIONS TO FOUNDATION ENGINEER FOR REVIEW PRIOR TO FOUNDATION POUR. 2. STRUCT STEEL SHALL BE IN ACCORDANCE WITH THE AISI SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCT STEEL FOR BUILDINGS, DATED NOV. 1, 1978. ROLLED SHAPES SHALL BE IN ACCORDANCE WITH ASTM A992 GRADE 50, UNLESS DESIGNED DIFFERENTLY BY PRE-ENGINEERED METAL BUILDING MANUFACTURERS ENGINEER. 3. PRE-ENGINEERED METAL BUILDING SHALL BE DESIGNED FOR ALL LOADS PRESCRIBED HEREIN. SUBMIT SHOP DWGS SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED TO THE FOUNDATION ENGINEER PRIOR TO FABRICATION OR CONSTRUCTION. 4. ANCHOR BOLTS SHALL BE DESIGNED BY METAL BUILDING MANUFACTURER'S REGISTERED ENGINEER. SUBMIT SHOP DWGS AND ANCHOR BOLT LAYOUTS TO FOUNDATION ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 5. THE ENGINEER OF RECORD RESERVES THE CHOICE TO INCREASE CERTAIN FOUNDATION SIZES UNDER THE METAL BUILDING COLUMNS IF THE REACTIONS REPORTED BY THE METAL BUILDING MANUFACTURER ARE SUBSTANTIALLY HIGHER THAN THOSE PRELIMINARY CALCULATED. ELEVATED FLOOR FRAMING NOTES 1. TOP OF CONCRETE SLAB ELEVATION XX'-XX", TYP, UNLESS NOTED OTHERWISE. TOP OF SECOND FLOOR STEEL BEAMS ELEVATION = XX'-XX", TYP, UNO 2. SEE ARCH DWGS FOR LOCATION/LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON-BEARING PARTITION WALLS NOT SHOWN ON PLAN. 3. XX" COMPOSITE SLAB (XX" METAL DECK + XX" TOPPING) SEE SHEET SXXX FOR DECK ATTACHMENT AND REINFORCEMENT DETAILS. 4. SEE GENERAL NOTES FOR DECK GEOMETRICAL PROPERTIES. 5. FOR DIMENSIONS BETWEEN COLUMNS, SEE COLUMN DIMENSION LINES. 6. SEE ARCH AND PLUMB DWGS FOR DRAIN LOCATION AND SLOPES. COPY AND PASTE CONTENTS INTO A LEGEND VIEW. DELETE THIS VIEW AFTERWARDS. DELETE THIS NOTE ALSO. LUMBER FRAMING 1. ALL NON-PREFABRICATED LOAD BEARING FRAMING MEMBERS SHALL BE #1 SOUTHERN YELLOW PINE 19% MOISTURE CONTENT UNLESS NOTED OTHERWISE. 2. STUDS IN LOAD BEARING WALLS MAY BE DOUGLAS FIR, SOUTHERN YELLOW PINE OR SPRUCE (#1 OR BETTER), UNLESS NOTED OTHERWISE. 3. ALL PLYWOOD SHEATHING SHALL BE APA RATED, SEE PLAN. 4. LVL AND PSL LUMBER SHALL BE MICROLAM OR PARALLAM LUMBER AS MANUFACTURED BY TRUSS JOIST. 5. WOOD JOIST TRUSSES SHALL BE MANUFACTURED BY TRUSS JOIST MCMILLAN. 6. WOOD CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS, INC. Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 41-42 Kongens Gade St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: boschulte@outlook.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 22091001 Owner Issue Date Author Checker 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 S001 GENERAL NOTES USVI Agricultural Building PRE-DRILLED/DRIVEN PILES 1. ALLOWABLE DESIGN CAPACITY FOR PILES IS EACH. THE AS- DRIVEN CAPACITY OF PILES SHALL BE VERIFIED BY A LICENSED SOIL ENGINEER. 2. DEPTH FOR BOTTOM OF DRIVEN PILES SHALL BE AT ELEVATION SEE SPECIFICATION FOR UNIT PRICE ADD/DEDUCT FORMS. BOTTOM OF PILE ELEVATION IS APPROXIMATE AND SHALL BE VERIFIED BY THE OWNER'S REPRESENTATIVE AT THE TIME OF CONSTRUCTION. 3. THE DRIVEN END OF THE PILE SHALL BE CUT OFF TO SOUND MATERIAL. PILES SHALL PENETRATE A MINIMUM OF 6" INTO PILE CAP. 4. REINFORCING FOR ALL PILE CAPS SHALL BE SUPPORTED FROM ABOVE OR WITH 3" SBP (WITH BOTTOM PLATE) AT 4'-0" O.C. MAXIMUM WHILE DEPOSITING CONCRETE IN FORMS. 5. ALL PILE CAPS AND GRADE BEAMS ARE DESIGNED WITH FORMED SIDES. IF EARTH FORMED SIDES ARE APPROVED BY THE ENGINEER, THE TOP 7 1/4" SHALL BE FORMED TO THE DESIGN DIMENSION AND ONE INCH SHALL BE ADDED TO EACH SIDE FOR THE EARTH FORMED AREA TO PROVIDE ADEQUATE COVER OVER THE REINFORCING AT THE CONTRACTOR'S EXPENSE. 00 PSI 0'-00" TILT-UP WALL PANEL CONSTRUCTION 1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING OPENINGS, EMBEDDED ITEMS, DEPRESSIONS, FINISHES, LIFTING POINTS, BRACING, ADDITIONAL REINFORCING, ETC IN TILT-UP PANELS, AND FOR CONSTRUCTION SEQUENCE FOR POURING AND ERECTING THE PANELS. 2. LIFTING POINT INSERTS AND BRACING FOR TILT-UP PANELS SHALL BE DESIGNED BY THE SUPPLIER, INCLUDING ANY ADDITIONAL REINFORCING REQUIRED, AND SHALL BE LOCATED SO AS NOT TO IMPAIR THE STRENGTH OR APPEARANCE OF THE FINISHED STRUCTURE. SHOP DRAWINGS SHALL BE SUBMITTED PRIOR TO CONSTRUCTION INCLUDING CALCULATIONS SIGNED AND SEALED BY A REGISTERED STRUCTURAL ENGINEER OF THE STATE WHERE THE PROJECT IS LOCATED. 3. TILT-UP PANELS SHALL NOT BE ERECTED UNTIL THEY HAVE REACHED A MINIMUM MODULUS OF RUPTURE OF 500 PSI AND MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI, CONFIRMED BY TESTING LABORATORY. 4. BRACES SHALL BE DESIGNED FOR 20 PSF LIVE LOAD AND WIND LOAD AS PER BUILDING CODE. 5. SEE ARCHITECTURAL DRAWINGS FOR DETAILS OF FINISHES (INTERIOR AND EXTERIOR). 6. TYPICAL PANEL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS BUT IN NO CASE LESS THAN #5 @ 12" O.C. VERTICAL & #4 @ 12" O.C. HORIZONTAL CENTERED IN PANELS. 7. SEE PANEL LIFTING DRAWINGS FOR ADDITIONAL REINFORCING REQUIRED, FOR LIFTING AND HANDLING OF PANELS. (PER OTHERS) 8. ALL PANEL THICKNESS' SHALL BE AS INDICATED ON PLANS. 9. USE PSI COMPRESSIVE STRENGTH @ 28 DAYS TYP, MIN, UNLESS NOTED OTHERWISE. 0000 LIGHT GAGE METAL 1. EXTERIOR WALLS TO UTILIZE A MINIMUM OF 16 GAGE @ 12" O.C. OR HEAVIER COLD FORMED FRAMING, PER PLANS. 2. ALL MEMBERS SHALL BE COLD FORMED FROM GALVANIZED STRUCTURAL QUALITY SHEET STEEL MEETING. 16 GAGE AND HEAVIER FY = 50 KSI (MIN) AND 18 GA. AND LIGHTER, FY=33KSI: MATERIAL SHALL MEET THE REQUIREMENTS OF ASTM A446 GRADE A. OR ASTM A653. 3. ALL MEMBERS SHALL HAVE A GALVANIZED FINISH COMPLYING WITH ASTM A525 G90 COATING. 4. STRUCTURAL PROPERTIES OF STUDS SHALL BE COMPUTED IN ACCORDANCE WITH AISI "SPECIFICATION FOR DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS (AISI)". 5. EXTERIOR METAL STUDS SHALL BE SPACED PER PLANS. AT EXTERIOR WALLS PROVIDE (1) ROW OF LATERAL BRACING AT PANEL EDGES. ELSEWHERE PROVIDE HORIZONTAL BRIDGING PER MANUFACTURER'S RECOMMENDATIONS. STUD TRACKS SHALL BE EQUAL 14 GA. TRACK SPLICE SHALL OVERLAP MIN. OF 6" WITH 4 FASTENERS PER SPLICE. 6. PROVIDE WALL BRACING AND CONNECTION DETAILS AS RECOMMENDED BY THE STUD MANUFACTURER IN COORDINATION WITH DETAILS ON SHEET 7. PROVIDE MANUFACTURER'S STANDARD STEEL RUNNERS, BLOCKING, LINTELS, CLIP ANGLES, BRACING, REINFORCEMENTS, FASTENERS AND ACCESSORIES FOR APPLICATIONS INDICATED AS NEEDED TO PROVIDE A COMPLETE STEEL FRAMING SYSTEM AS RECOMMENDED BY MANUFACTURER OR AS SHOWN ON SHEET 8. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3 USING E70XX ELECTRODES. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC-RICH PROTECTIVE PAINT FOR CORROSION RESISTANCE. 9. ALL STUDS SHALL BE FULL LENGTH. NO SPLICING PERMITTED UNLESS SPECIFICALLY DETAILED. 10. ALL METAL TO METAL CONNECTIONS TO BE WELD OR SCREW ATTACHMENTS AS REQUIRED BY MANUFACTURER OR AS SHOWN ON SHEET 11. SCREWS: SELF DRILLING AND SELF TAPPING, CADMIUM PLATED FOR ALL EXTERIOR USES. 12. WIRE TIED CONNECTIONS, POP RIVETS AND CRIMPING ARE NOT PERMITTED. 13. DEFLECTION CRITERIA A. EXTERIOR WALLS L/240 FOR BRITTLE FINISHES (LATERAL) 14. MATERIAL DESCRIPTIONS A. LIGHT GAGE STEEL SECTIONS: C-STUDS 6"x1 5/8"x16 GA. Fy=50 KSI Fu=65 KSI Ix=2.85 IN^4 Sx=0.961 IN^3 TRACK 6"x15/8"x14 GA. Fy=33 KSI Fu=35.64 KSI Ix=2.88 IN^4 Sx=0.933 IN^3 B. TYPICAL FASTENERS FOR LIGHT GAGE C-STUDS, TRACKS AND FLAT STRAP BRACING: #12-14 SELF-DRILLING, SELF- TAPPING SHEET METAL SCREWS. C. TYPICAL FASTENERS FOR LIGHT GAGE C-STUDS AND TRACKS TO STRUCTURAL BUILDING ELEMENT. D. OTHER LIGHT GAUGE SECTIONS PER MANUFACTURER. S000 S000 S000 STEEL JOIST OPEN-WEB MEMBERS 1. ROOF JOISTS SHALL BE DESIGNED TO SUPPORT THE FOLLOWING LOADS: DEAD LOAD: LIVE LOAD: 2. IN ADDITION TO THE UNIFORM LOADING SPECIFIED FOR JOISTS DESIGN, THE JOISTS SUPPLIER SHALL INCLUDE ANY CONCENTRATED LOADS CAUSED BY ARCHITECTURAL FEATURES OR MECHANICAL EQUIPMENT IN THE JOISTS DESIGN. 3. SEE ARCHITECTURAL DRAWINGS FOR BEARING CONDITIONS AND DIMENSIONS OF JOISTS. 4. CATALOG JOIST SHOP DRAWINGS INCLUDING CONNECTIONS AND LAYOUT SHALL BE SUBMITTED FOR REVIEW. 5. JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH APPLICABLE STANDARDS. 6. UNLESS NOTED OTHERWISE ON DRAWINGS, JOISTS SUPPLIER SHALL BE RESPONSIBLE FOR DESIGNING AND SUPPLYING ALL TEMPORARY AND PERMANENT BRACING REQUIRED BY DESIGN, ALL JOIST-TO-JOIST CONNECTIONS AND ALL UPLIFT CONNECTIONS AT BEARING LOCATIONS. 00 PSI 00 PSI PRE-ENGINEERED COLD-FORMED STEEL TRUSSES 1. DESIGN, FABRICATE AND ERECT LIGHT GAGE TRUSSES IN ACCORDANCE WITH AISI SG-971 - SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS; 1996, WITH 2000 SUPPLEMENT. ERECTION PLANS, TRUSS AND CONNECTION CALCULATIONS, DESIGNED BY THE CONTRACTOR, SHALL BE SUBMITTED FOR THE FILES OF THE STRUCTURAL ENGINEER. CALCULATIONS SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 2. TRUSS MANUFACTURER SHALL DESIGN FOR THE FOLLOWING SUPERIMPOSED LOADS: ROOF TOP CHORD DEAD LOAD--------------- CHORD DEAD LOAD--------------------------------10 PSF ROOF TOP CHORD LIVE LOAD----------------- 3. DESIGN ROOF TRUSSES TO RESIST A WIND UPLIFT PRESSURE APPLIED NORMAL TO THE ROOF PLANE - SEE NET UPLIFT PLAN. 4. IN ADDITION TO THE ABOVE LOADS, LIGHT GAGE TRUSSES SHALL BE DESIGNED FOR CONCENTRATED LOADS HUNG FROM OR SUPPORTED ON TRUSSES. REFER TO STRUCTURAL ROOF FRAMING PLAN AS WELL AS MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND SPECIFICATIONS FOR LOADING INFORMATION AND LOCATION. LOADING AS REQUIRED BY OTHER SUBCONTRACTORS, SUCH AS FIRE PROTECTION, SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. 5. INDICATE ALL LIGHT GAGE TRUSS CONNECTIONS AND BRACING, TEMPORARY AND PERMANENT, ON THE SHOP DRAWINGS. CONNECTORS AND BRACING MEMBERS SHALL BE FURNISHED BY THE TRUSS MANUFACTURER AND INSTALLED BY THE CONTRACTOR. SHOP DRAWINGS THAT DO NOT INCLUDE THESE DETAILS WILL RESULT IN SHOP DRAWINGS BEING RETURNED UNCHECKED AS AN INCOMPLETE SUBMITTAL. 6. TEMPORARY BRACING SHALL NOT IMPOSE ANY FORCE ON THE SUPPORTING STRUCTURE. PERMANENT BRACING FORCES SHALL BE TRANSFERRED TO THE ROOF DIAPHRAGM BY THE BRACING DESIGN PROVIDED BY THE TRUSS MANUFACTURER. 7. COMPLY WITH AWS D1.1 AND AWS D1.3, AS APPLICABLE, FOR WELDING BASE METALS LESS THAN 1/8 INCH THICK. QUALIFY WELDING PROCESSES AND WELDING OPERATORS IN ACCORDANCE WITH AWS B2.1. 8. VERTICAL LIVE LOAD DEFLECTION ON ROOF TRUSSES SHALL BE LESS THAN OR EQUAL TO 1/240 OF SPAN. 9. DESIGN FRAMING SYSTEMS TO PROVIDE FOR MOVEMENT OF FRAMING MEMBERS WITHOUT DAMAGE OR OVER STRESSING, SHEATHING FAILURE, CONNECTION FAILURE, UNDUE STRAIN ON FASTENERS AND ANCHORS, OR OTHER DETRIMENTAL EFFECTS WHEN SUBJECT TO MAXIMUM AMBIENT TEMPERATURE RANGE OF 120 DEGREES F (67 DEGREES C). 10. STORE TRUSSES ON BLOCKING, PALLETS PLATFORMS OR OTHER SUPPORTS OFF THE GROUND AND IN AN UPRIGHT POSITION SUFFICIENTLY BRACED TO AVOID DAMAGE FROM EXCESSIVE BENDING. 11. PROTECT TRUSSES AND ACCESSORIES FROM CORROSION, DEFORMATION, DAMAGE AND DETERIORATION WHEN STORED AT JOB SITE. KEEP TRUSSES FREE OF DIRT AND OTHER FOREIGN MATTER. 12. DURING CONSTRUCTION, ADEQUATELY DISTRIBUTE ALL LOADS APPLIED TO TRUSSES SO AS NOT TO EXCEED THE CARRYING CAPACITY OF ANY ONE JOIST, TRUSS OR OTHER COMPONENT. 13. PROVIDE MANUFACTURER'S STANDARD STEEL TRUSS MEMBERS, BRACING, BRIDGING, BLOCKING, REINFORCEMENTS, FASTENERS AND ACCESSORIES WITH EACH TYPE OF STEEL FRAMING REQUIRED, AS RECOMMENDED BY TYPE OF STEEL FRAMING REQUIRED, AS RECOMMENDED BY THE MANUFACTURER FOR THE APPLICATION INDICATED AND AS NEEDED TO PROVIDE A COMPLETE LIGHT GAUGE NEEDED TO PROVIDE A COMPLETE LIGHT GAUGE COLD-FORMED STEEL TRUSS SYSTEM. 14. PROVIDE HOT-DIPPED GALVANIZED COATING FINISH, MINIMUM G90/Z275. 15. BRACING, BRIDGING AND BLOCKING MEMBERS: FABRICATE COMPONENTS OF ASTM A 653/A 653M CS TYPE B STEEL SHEET WITH A MINIMUM YIELD STRENGTH OF 33 KSI. 16. FASTENERS: MANUFACTURER RECOMMENDED SELF-DRILLING, SELF TAPPING SCREWS WITH CORROSION-RESISTANT PLATED FINISH OF SUFFICIENT SIZE AND NUMBER TO ENSURE THE STRENGTH OF THE CONNECTION. 00 PSI 00 PSI FOUNDATION PLAN NOTES 1. REFERENCE TOP OF SLAB ELEVATION PER PLAN. SEE CIVIL DRAWINGS FOR ACTUAL ELEVATIONS. 2. TOP OF FOOTINGS AS NOTED IN PLAN, UNLESS SHOWN OTHERWISE OR REVISED BY GEOTECHNICAL ENGINEER. 3. FOR SLAB ON GRADE CONSTRUCTION, SEE GENERAL NOTES. 4. FOR LOCATION OF SLAB DEPRESSIONS, SEE ARCHITECTURAL DRAWINGS. 5. FOOTING SIZES FOR BUILDING PER FOOTING SCHEDULE. 6. COORDINATE/VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 7. TERMITE POISON TREATMENT UNDER SLAB PER LOCAL CODE REQUIREMENTS. 8. STEP FOOTING, SEE DETAIL FOR ADDITIONAL INFORMATION. GENERAL CONTRACTOR TO COORDINATE STEP FOOTING LOCATIONS AND PROVIDE SHOP DRAWINGS WITH THE EXACT LOCATION OF STEP FOOTING. 9. PROVIDE CORNER BARS WHERE ALL FOOTINGS CHANGE DIRECTION AND AT FOOTING INTERSECTIONS. SEE SECTION FOR FURTHER INFORMATION. 10. SLAB CONTROL JOINTS NOT TO EXCEED 16'-0" IN EACH DIRECTION FOR THE 4" CONCRETE SLAB. SEE DETAIL AND PROVIDE SHOP DRAWINGS WITH THE EXACT LOCATION OF SLAB CONTROL JOINT. 11. GENERAL CONTRACTOR TO COORDINATE ALL CMU CONTROL JOINTS. NOT TO EXCEED 25'-4" OR MATCH SLAB CONTROL JOINTS. (SEE NOTES IN DETAIL AND PROVIDE SHOP DRAWINGS WITH THE EXACT LOCATION OF CMU WALL CONTROL JOINTS AND SLABS. 12. SEE ARCHITECTURE DRAWINGS FOR LOCATION/LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NONBEARING PARTITION WALLS NOT SHOWN ON STRUCTURAL PLANS. SEE GENERAL NOTES FOR ADDITIONAL WALL FRAMING INFORMATION. 13. PROVIDE A SINGLE COURSE BOND BEAM THROUGHOUT ALL MASONARY @ 8'-0" (BOTTOM OF BOND BEAM) IN ADDITION TO BOND BEAM @ TOP OF DECK AND AT TOP OF PARAPETS SHOWN ON ELEVATIONS. S/000 0/S000 0/S000 0/S000 ROOF FRAMING PLAN NOTES 1. ROOF CONSTRUCTION "ROOFING" COORDINATE WITH ARCHITECTURAL DRAWINGS. 2. SEE MECHANICAL DRAWINGS FOR EXACT LOCATION "ON JOISTS" OF MECHANICAL UNITS. JOISTS MANUFACTURER/SUPPLIER TO DESIGN FOR UNITS WEIGHT AND ADDITIONAL MISCELLANEOUS ROOF FRAMING "UNIT SUPPORT AND AROUND ROOF OPENINGS, ETC." AS REQUIRED. VERIFY UNIT WEIGHTS WITH MECHANICAL DRAWINGS. 3. VERIFY ROOF SLOPE WITH ARCHITECTURAL DRAWINGS PRIOR TO FABRICATION AND CONSTRUCTION. 4. ROOF FASTENER DECKING PATTERN, SEE DETAIL 5. REFER TO SECTION FOR BOND BEAM STEP DOWN REINFORCEMENT INFORMATION AT DECK BRIDGING ELEVATIONS. 6. REFER TO ARCHITECTURAL DRAWINGS FOR TOP OF PARAPET STEP LOCATIONS. PROVIDE CMU JOINTS AT PARAPETS STEPS. SEE DETAIL 7. GENERAL CONTRACTOR TO COORDINATE WITH MECHANICAL AND STRUCTURAL IF RTU RELOCATION NEEDED DUE TO ANY STEEL INTERFERENCE. 8. PRE-ENGINEERED AWNINGS BY SPECIALTY ENGINEER. GENERAL CONTRACTOR TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR REVIEW BY STRUCTURAL ENGINEER OF RECORD. 9. SEE GENERAL NOTES FOR ADDITIONAL BOND BEAMS AT 8'-0". 0/S000 0/S000 0/S000 WOOD CONSTRUCTION 1. WOOD FRAMING MEMBERS: #2 SOUTHERN YELLOW PINE (SYP) WITH AN ALLOWABLE BENDING STRESS (Fb) = 1050 PSI AND A MODULUS OF ELASTICITY (E) = 1,600,000 PSI 2. ROOF SHEATHING: 3/4" PLYWOOD APA STRUCTURAL I RATED SHEATHING EXPOSURE 1, PANEL IDENTIFICATION INDEX 48/28 WITH EDGE SUPPORTS PER FBC TABLE 2304.7(3). LONG DIMENSION OF PANEL PERPENDICULAR TO SUPPORTS. 3. ROOF SHEATHING FASTENING, UNLESS NOTED: SEE DETAIL 4. EXTERIOR PLYWOOD SHEATHING WALL: 5/8" PLYWOOD APA STRUCTURAL I RATED SHEATHING EXPOSURE 1, PANEL IDENTIFICATION INDEX 40/20. LONG DIMENSION OF PANEL PERPENDICULAR TO SUPPORTS. 5. EXTERIOR PLYWOOD SHEATHING WALL NAILING PATTERN: 10d NAILS AT 6 INCHES AT EDGES AND 12 INCHES IN THE FIELD OF THE PANEL. 6. ALL SAWN LUMBER IN CONTACT WITH STEEL, METAL STUDS, MASONRY OR CONCRETE, SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) STANDARDS. 0/S000 No. Description Date 1 Revision 1 Date 1 S202 S202 S201 S201 2 S301 NORTH ELEVATION EAST ELEVATION WEST ELEVATION SOUTH ELEVATION 1 S301 3 S301 4 Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 41-42 Kongens Gade St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: boschulte@outlook.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 22091001 Owner Issue Date Author Checker 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 S100 FOUNDATION PLAN USVI Agricultural Building No. Description Date 1/8" = 1'-0" 1 FOUNDATION PLAN S202 S202 S201 S201 2 S301 NORTH ELEVATION EAST ELEVATION WEST ELEVATION SOUTH ELEVATION 1 S301 3 S301 4 Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 41-42 Kongens Gade St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: boschulte@outlook.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 22091001 Owner Issue Date Author Checker 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 S101 LEVEL 1 PLAN USVI Agricultural Building No. Description Date 1/8" = 1'-0" 1 LVL 1 PLAN S202 S202 S201 S201 2 S301 NORTH ELEVATION EAST ELEVATION WEST ELEVATION SOUTH ELEVATION W18X40 W18X40 W18X40 W18X40 W18X40 W18X40 W18X40 W18X40 W18X40 W18X40 W18X40 W18X40 W18X40 W18X40 W18X40 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 @ W14X30 6' - 0" @ W14X30 6' - 0" @ W14X30 6' - 0" @ W18X40 6' - 0" 1 S301 3 S301 4 Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 41-42 Kongens Gade St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: boschulte@outlook.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 22091001 Owner Issue Date Author Checker 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 S102 LEVEL 2 PLAN USVI Agricultural Building No. Description Date 1/8" = 1'-0" 1 LVL 2 PLAN S202 S202 S201 S201 2 S301 NORTH ELEVATION EAST ELEVATION WEST ELEVATION SOUTH ELEVATION 1 S301 3 S301 4 Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 41-42 Kongens Gade St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: boschulte@outlook.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 22091001 Owner Issue Date Author Checker 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 S103 ROOF PLAN USVI Agricultural Building No. Description Date 1/8" = 1'-0" 1 T/ROOF Level 1 81' - 0" Level 2 93' - 0" EAST LANDING 76' - 6" TOP OF RAMP 80' - 11 1/2" BOTT. OF FTG. 72' - 8" FOUNDATION 77' - 6" T/ROOF 114' - 0 1/4" ROOF 103' - 0" Level 1 81' - 0" Level 2 93' - 0" 8' - 0" 5' - 0" 5' - 0" 3' - 0" EAST LANDING 76' - 6" 4' - 6" 75' - 0" 76' - 0" FIN. GRADE PRE-FINISHED CORRUGATED METAL ROOF TYP. PRE-FINISHED METAL RIDGE CAP FLASHING PRE-FINISHED RAKE EDGE FLASHING 8" PRE-FINISHED METAL GUTTER PRE-FINISHED RAKE EDGE FLASHING ALUM. SUN SHADE BEYOND ALUM. SUN SHADE TYP. DOOR PER SCHEDULE WINDOW PER SCHEDULE TYP. DOOR PER SCHEDULE CISTERN OVERFLOW PIPES (SEE CISTERN PLAN) FOUNDATION WALL TYP. CONCRETE EXIT LANDING PER FLOOR PLAN CONCRETE EXIT STAIR PER PLAN PROVIDE RAILING SYSTEM PER IBC REQUIREMENTS 4' - 6" FOUNDATION 77' - 6" T/ROOF 114' - 0 1/4" ROOF 103' - 0" 4 Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 41-42 Kongens Gade St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: boschulte@outlook.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 22091001 Owner Issue Date Author Checker 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 S201 EXTERIOR ELEVATIONS USVI Agricultural Building No. Description Date 1/8" = 1'-0" 1 NORTH ELEVATION 1/8" = 1'-0" 2 EAST ELEVATION Level 1 81' - 0" Level 2 93' - 0" EAST LANDING 76' - 6" BOTTOM OF RAMP 76' - 5" TOP OF RAMP 80' - 11 1/2" BOTT. OF FTG. 72' - 8" FOUNDATION 77' - 6" T/ROOF 114' - 0 1/4" ROOF 103' - 0" Level 1 81' - 0" Level 2 93' - 0" TOP OF RAMP 80' - 11 1/2" BOTT. OF FTG. 72' - 8" FOUNDATION 77' - 6" T/ROOF 114' - 0 1/4" ROOF 103' - 0" 4 Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 41-42 Kongens Gade St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: boschulte@outlook.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 22091001 Owner Issue Date Author Checker 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 S202 EXTERIOR ELEVATIONS USVI Agricultural Building No. Description Date 1/8" = 1'-0" 1 SOUTH ELEVATION 1/8" = 1'-0" 2 WEST ELEVATION Level 1 81' - 0" Level 2 93' - 0" ELEVATOR PIT 77' - 0" BOTT. OF HOIST BEAM 105' - 7" EAST LANDING 76' - 6" ENTRY COURTYARD 77' - 11 1/2" ENTRY LANDING 75' - 6" FOUNDATION 77' - 6" T/ROOF 114' - 0 1/4" ROOF 103' - 0" 4 Level 1 81' - 0" Level 2 93' - 0" ELEVATOR PIT 77' - 0" BOTT. OF HOIST BEAM 105' - 7" BOTT. OF FTG. 72' - 8" FOUNDATION 77' - 6" T/ROOF 114' - 0 1/4" ROOF 103' - 0" 4 Level 1 81' - 0" Level 2 93' - 0" ELEVATOR PIT 77' - 0" BOTT. OF HOIST BEAM 105' - 7" EAST LANDING 76' - 6" FOUNDATION 77' - 6" T/ROOF 114' - 0 1/4" ROOF 103' - 0" 4 Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 41-42 Kongens Gade St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: boschulte@outlook.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY No. Description Date 22091001 Owner Issue Date Author Checker 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 S301 BUILDING SECTION USVI Agricultural Building No. Description Date 1/8" = 1'-0" 2 BUILDING SECTION 2 1/8" = 1'-0" 1 BUILDING SECTION 1 1/8" = 1'-0" 3 BUILDING SECTION 3 DOUBLE HEIGHT SPACE (OPEN TO ABOVE) CONC. SLAB CEILING IN MECH. ROOM ELEVATOR SHAFT ACT-1: 24"x24"x3/4" LAY-IN FIBERGLASS ACOUSTICAL CEILING TILES WITH 15/16" EXPOSED TEE GRID 5()/(&7('&(,/,1*3/$1/(*(1' 2X2 T-GRID RECESSED LED TROFFER LUMMINAIRE GYPSUM BOARD DROP CEILING ON METAL FURRING 4" DIA. RECESSED LED CAN LIGHT FIXTURE 2X4 T-GRID RECESSED LED TROFFER LUMMINAIRE 132 SF 2)),&(0$1$*(5 48 186 SF 0((7,1*5220 49 132 SF ',5(&7252) 9(7(5,1$5<6(59,&(6 50 132 SF ',5(&7252))22' 352'8&7,21 51 132 SF ',5(&7252) $%$772,5 52 1631 SF 23(167$)) :25.63$&( 55 742 SF &21)(5(1&(5220 75$,1,1*5220 57 168 SF 0$/(5(675220 58 166 SF )(0$/(5(675220 59 159 SF %5($.5220 60 83 SF &23,(5 87 80 SF (/(&,7 90 144 SF ',5(&7252) +257,&8/785( 53 110 SF 0(&+$1,&$/ 100 153 SF 3523(57<0$1$*(5 46 61 SF (;,7 121 774 SF /2%%< 122 57 SF -$1,725 123 90 SF &$6+,(5 124 Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 Solberg 19-2 St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET VIRGIN ISLANDS DEPARTMENT OF AGRICULTURE 1 Estate Lower Love St. Croix, VI 00850 phone: (340) 725-5268 website: www.doa.vi.gov AGENCY 1R 'HVFULSWLRQ 'DWH 2021.008.00 FOR V.I. DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 M101 LEVEL ONE REFLECTED CEILING PLAN ADMINISTRATIVE BUILDING 1R 'HVFULSWLRQ 'DWH 3/16" = 1'-0" 1 LEVEL ONE REFLECTED CEILING PLAN 1 CONSULTING ENGINEERS 10530 NW 26 STREET, SUITE F-105 DORAL, FL 33172 PH: 786-615-7520, FAX:786-752-3284 email: roger.perez@psiengineeringinc.com web: www.psiengineeringinc.com 11/08/2022 PSI RLP 50% SUBMITTAL ACT-1: 24"x24"x3/4" LAY-IN FIBERGLASS ACOUSTICAL CEILING TILES WITH 15/16" EXPOSED TEE GRID 5()/(&7('&(,/,1*3/$1/(*(1' 2X2 T-GRID RECESSED LED TROFFER LUMMINAIRE GYPSUM BOARD DROP CEILING ON METAL FURRING 4" DIA. 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DEPT. OF AGRICULTURE 1 ESTATE LOWER LOVE ST. CROIX, VI 00850 M102 LEVEL TWO REFLECTED CEILING PLAN ADMINISTRATIVE BUILDING 1R 'HVFULSWLRQ 'DWH 3/16" = 1'-0" 1 LEVEL TWO CONSULTING ENGINEERS 10530 NW 26 STREET, SUITE F-105 DORAL, FL 33172 PH: 786-615-7520, FAX:786-752-3284 email: roger.perez@psiengineeringinc.com web: www.psiengineeringinc.com 11/08/2022 PSI RLP 50% SUBMITTAL VEGETATED ROOF ELEVATOR 8" PRE-FINISHED METAL GUTTER 8" PRE-FINISHED METAL GUTTER PRE-FINISHED CORRUGATED METAL ROOFING TYP. PRE-FINISHED CORRUGATED METAL ROOFING TYP. PRE-FINISHED METAL RIDGE FLASHING PRE-FINISHED METAL RIDGE FLASHING 8" PRE-FINISHED METAL GUTTER ROOF AT ENTRY BELOW PRE-FINISHED METAL VALLEY FLASHING PRE-FINISHED METAL VALLEY FLASHING CONC. SLAB ROOF AT ELEVATOR SHAFT PARAPET METAL FLASHING TYP. RAKE EDGE FLASHING TYP. RAKE EDGE FLASHING TYP. RAKE EDGE FLASHING TYP. 6 :12 6 :12 6 :12 6 :12 1 :12 6 :12 6 :12 1 :12 THRU-WALL SCUPPER THRU-WALL SCUPPER THRU-WALL SCUPPER CRICKET TO SCUPPER TYP. 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