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SHEET NUMBER SHEET TITLE SCALE NOTES: REVISIONS: PROJECT NUMBER DATE CLIENT PROJECT ARCHITECT ADDRESS DRAFTED BY STRUCTURAL ENGINEERS MEP ENGINEERS THEATER CONSULTANTS ACOUSTIC CONSULTANT STAMP CMA Architects & Engineers Inc 1032 Corte Aguila, Las Cruces, NM 88011 203.246.2440, www.Creative-Acoustics.com CMA Architects & Engineers Inc 6600 Manor Hill Court , Chapel Hill, NC 27516 984.309.0027, www.theatrecc.com THEATRE CONSULTANTS COLLABORATIVE 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com Creative Acoustics, LLC 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com A-0 Cover Page As Noted GL 340.277.9191, info@tallerlarjas.com 2185 QUEEN ST CHRISTIANSTED VI 00820 TALLER LARJAS, LLC 05/2025 2023-ALEXTH 1023 Market St., Christiansted, VI 00820 St. Croix Foundation For Community Development 38A Company Street, 36 Company Street & 37 Company Street 23 King Street, 22 & 23 Market Street, 38B Company Street, & BUILDING WIND RETROFIT ALEXANDER THEATER SAFE RM Alexander Theater Safe Room LOCATED AT: 23 King Street, 22 & 23 Market Street, 38B Company Street, 38A Company Street, 36 Company Street & 37 Company Street TALLER LARJAS, LLC 20A QUEEN STREET CHRISTIANSTED ST. CROIX. U.S. VIRGIN ISLANDS 00820 (340) 779-3039 PREPARED BY: info@tallerlarjas.com ISLAND MAP SITE LOCATION MAP & Building Retrofit www.tallerlarjas.com 60% Design Development Package FOR: St. Croix Foundation For Community Development 1023 Market St., Christiansted, VI 00820 June 2, 2025 GENERAL SPECIFICATIONS 1. -GENERAL REQUIREMENTS: 1.1 THE FOLLOWING SPECIFICATIONS ARE MINIMUM REQUIREMENTS TO SUPPLEMENT THE DRAWINGS. 1.2 ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE NATIONAL AND LOCAL CODE AND CONVENTIONAL GUIDELINES. 1.3 ALL WORK SHALL BE PERFORMED IN THE MOST PROFESSIONAL MANNER BY MECHANICS SKILLED AND LICENSED IN THEIR RESPECTIVE TRADES. 1.4 THESE PLANS MAY BE USED UNDER SUCH CONDITIONS IN WHICH ALL APPLICABLE SAFETY LAWS, RULES AND REGULATIONS ARE BEING OBSERVED. COMPLIANCE WITH SUCH SAFETY LAWS, RULES AND REGULATIONS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1.5 THE ARCHITECT SHALL BE PROVIDED WITH SHOP DRAWINGS OR SAMPLES OF A CUSTOM FABRICATED ITEM PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE CONSULTED FOR THOSE ITEMS NOT SHOWN IN THE DRAWINGS. SUBSTITUTIONS SHALL BE PERMITTED ONLY UPON WRITTEN CONSENT OF THE ARCHITECT. 1.6 WRITTEN DIMENSIONS HAVE PRECENDENCE OVER SCALED DIMENSIONS. DETAILS ON DETAIL SHEETS HAVE PRECEDENCE OVER DETAILS ON ARCHITECTURAL SHEETS. 1.7 CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES. 1.8 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, FEES, APPROVALS AND TAXES NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT, UNLESS OTHERWISE NOTED. (SUBMITTAL PROCEDURES) 1.9 SHOP DRAWINGS: A. PROJECTS WILL REQUIRE ONE COPY OF SHOP DRAWINGS TO BE SUBMITTED TO THE CLIENT REPRESENTATIVE, AS WELL AS USUAL SUBMITTALS TO THE DESIGN A/E. BOTH PARTIES WILL REVIEW THE SHOP DRAWINGS AND REVIEW COMMENTS WILL BE SUBMITTED TO DESIGN A/E THROUGH THE CLIENT REP. B. LOG: A/E AND CONTRACTOR SHALL SUBMIT LOG SUBMITTALS SHOWING SPECIFICATION PARAGRAPH, CUT SHEET, DATE SENT/RECEIVED/RETURNED, DISPOSITION, AND FOLLOW UP. 1.10 CONTRACTOR IS RESPONSIBLE FOR INSTALLING ON SITE A TRAILER FOR THEIR OPERATIONS INCLUDING PORTABLE BATHROOM FACILITIES FOR THE STAFF AND CONSTRUCTION WORKERS. ALL POWER, COMMUNICATION AND INTERNET SERVICES WILL BE BORNE BY CONTRACTOR IN THESE PREMISES. 1.11 CONTRACTOR CAN DISREGARD ANY SECTION OF THE GENERAL NOTES THAT IS NOT APPLICABLE TO WORK DEFINED AND TO BE EXECUTED IN THE CONSTRUCTION DOCUMENTS. 2. - EXISTING CONDITIONS: (DEMOLITION) 2.1 UNLESS OTHERWISE INDICATED, DEMOLITION MATERIAL BECOME CONTRACTOR'S PROPERTY. REMOVAL OF ANY CONSTRUCTION DEBRIS WILL BE BORNE BY CONTRACTOR AND DISPOSED OF IN A GVI APPROVED FACILITY ON ISLAND OR FEDERALLY APPROVED FOR ANY OFF ISLAND DEBRIS. 2.2 IF APPLICABLE, CONDUCT DEMOLITON WITHOUT DISRUPTING OWNER'S OCCUPATION OF BUILDING OR PROPERTY. 2.3 IF APPLICABLE, MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN IN SERVICE BEFORE PROCEEDING WITH DEMOLITION, PROVIDING BY PASS CONNECTIONS TO OTHER PARTS OF BUILDING. 2.4 IF APPLICABLE, LOCATE, IDENTIFY, SHUT OFF, DISCONNECT AND CAP OFF, UTILITY SERVICE TO BE DEMOLISHED. 2.5 EMPLOY CERTIFIED, LICENSED EXTERMINATOR TO TREAT SITE AND/ OR BUILDING AND TO CONTROL RODENTS AND VERMIN. 2.6 CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDING(S) AND OR SITE IMPROVEMENTS. 2.7 IF APPLICABLE, PROVIDE AND MAINTAIN SHORING, BRACING OR STRUCTURAL SUPPORT TO PRESERVE BUILDING STABILITY AND PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE. 2.8 IF APPLICABLE, PROTECT BUILDING STRUCTURE OR INTERIOR FROM WEATHER AND WATER LEAKAGE AND DAMAGE. 2.9 IF APPLICABLE, PROTECT REMAINING WALLS, CEILINGS, FLOORS, AND EXPOSED FINISHES. ERECT AND MAINTAIN DUSTPROOF PARTITION. COVER AND PROTECT ANY REMAINING FURNITURE, FURNISHINGS AND EQUIPMENT. 2.10 IF APPLICABLE, PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES OF BUILDING CAUSED BY THE DEMOLITION. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO REMAINING ADJOINING CONSTRUCTION. 2.11 IF APPLICABLE, PROMPTLY REMOVE DEMOLISHED MATERIAL FROM SITE/ OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM. DO NOT BURN DEMOLISHED MATERIALS. 2.12 CONTRACTOR IS RESPONSIBLE FOR KEEP A CLEAN AND ORDERLY CONSTRUCTION SITE AT ALL TIMES SINCE THIS A FULLY OPERATIONAL COURTHOUSE DURING THE LIFE SPAN OF CONSTRUCTION. (SITEWORK) 2.12 THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE EASEMENTS ARE NOT ENCROACHED AND AND SETBACKS ARE NOT ENCROACHED UPON. 2.13 ELECTRICAL POWER, TELEPHONE, WATER AND SEWER (IF APPLICABLE) SHALL BE RUN UNDERGROUND. 2.14 CONTRACTOR HAVING REMOVED ALL CONSTRUCTION DEBRIS SHALL LEAVE THE SITE UNIFORMLY GRADED, INCLUDING ALL AREAS UNDER BUILDING. 3. -CONCRETE: 3.1 MORTAR A. MORTAR OR GROUT PLACED ON HORIZONTAL CONSTRUCTION JOINTS SHALL BE A MIXTURE OF CEMENT, SAND AND WATER IN SAME PROPORTIONS USED IN THE CONCRETE BUT WITH COARSE AGGREGATE OMITTED. B. MORTAR USED FOR REPAIR OF CONCRETE SHALL BE MADE OF THE SAME MATERIALS USED FOR CONCRETE, EXCEPT THAT THE COARSE AGGREGATE SHALL BE OMITTED AND THE MORTAR SHALL CONSIST OF NOT MORE THAN ONE PART CEMENT TO TWO AND ONE-HALF PARTS SAND BY DAMP LOOSE VOLUMNE. THE QUANTITY OF MIXING WATER SHALL BE NO MORE THAN NECESSARY FOR HANDLING AND PLACING. 5. -METALS: 5.1 GENERAL: UNLESS OTHERWISE INDICATED, PROVIDE TYPE 304 STAINLESS-STEEL FASTENERS FOR EXTERIOR USE AND ZINC-PLATED FASTENERS WITH COATING COMPLYING WITH ASTM B 633 OR ASTM F 1941, CLASS FE/ZN 5, AT EXTERIOR WALLS. PROVIDE STAINLESS-STELL FASTENERS FOR FASTENING ALUMIMUM. SELECT FASTENERS FOR TYPE, GRADE, AND CLASS REQUIRED. 5.2 FASTENING TO IN-PLACE CONSTRUCTION: PROVIDE ANCHORAGE DEVICES AND FASTENERS WHERE METAL FABRICATIONS ARE REQUIRED TO BE FASTENED TO IN-PLACE CONSTRUCTION. PROVIDE THREADED FASTENERS FOR USE WITH CONCRETE AND MASONRY INSERTS, TOGGLE BOLTS, THROUGH BOLTS, LAG BOLTS, WOOD SCREWS, AND OTHER CONNECTIONS. 5.3 ADJUSTING AND CLEANING A. TOUCH UP PAINTING: CLEANING AND TOUCHUP PAINTING TO MATCH MANUFACTURER'S SPECIFICATIONS. B. GALVANIZED SURFACES: CLEAN FIELD WELDS, BOLTED CONNECTIONS, AND ABRADED AREAS AND REPAIR GALVANIZING TO COMPLY WITH ASTM A 780 6. -WOOD & PLASTICS: 6.1 LUMBER SHALL BE THOROUGHLY SEASONED AND FREE OF WARP THAT CANNOT BE CORRECTED BY BRIDGING AND NAILING. 6.2 ALL WOOD SHOULD BE PRESSURE TREATED UNLESS OTHERWISE NOTED. 6.3 WOODWORK, WHICH IS TO BE PAINTED SHALL HAVE EXPOSED SURFACE FREE OF DEFECTS, PLYWOOD SHALL BE GRADE A AT PAINTED SURFACES. 7. -THERMAL & MOISTURE PROTECTION: (PREPARATION) 7.1 COORDINATE METAL ROOFING W/ RAIN DRAINAGE WORK, FLASHING, TRIM, ROOF DECKING REPLACEMENT, AND OTHER ADJOINING WORK TO PROVIDE A PERMANENTLY LEAK PROOF, SECURE, AND NONCORROSIVE INSTALLATION. (INSTALLATION OF METAL ROOFING) 7.2 ANCHOR UNITS OF WORK SECURELY IN PLACE BY METHODS INDICATED ON DRAWINGS AND MANUFACTURER'S SPECIFICATIONS, PROVIDING FOR THERMAL EXPANSION OF METAL UNITS, CONCEAL FASTERNERS WHERE POSSIBLE, AND SET UNITS TRUE TO LINE AND LEVEL AS INDICATED. INSTALL WORK WITH LAPS, JOINTS AND SEAMS THAT WILL BE PERMANENTLY WATERTIGHT AND WEATHERPROOF. (WARRANTY) 7.3 THE MANUFACTURER SHALL PROVIDE A MINIMUM 20 YEAR WARRANTY FOR METAL ROOFING SELECTED FOR JOB. (INSTALLATION OF ELASTOMERIC COATING) 7.4 PREPARE SURFACES FOR COATING APPLICATION AND INSTALL COATINGS AS PER MANUFACTURER'S SPECIFICATIONS. 9. - FINISHES: (PAINTING) 9.1 SURFACES TO BE PAINTED SHALL BE FILLED AND SANDED AS REQUIRED TO REMOVE VISIBLE BLEMISHES. 9.2 OBTAIN BLOCK FILLERS, PRIMERS AND UNDERCOAT MATERIAL FOR EACH COATING SYSTEM FROM SAME MANUFACTURER AS THE FINISH COATS. 9.3 PAINT ALL EXPOSED SURFACES, NEW AND EXISTING, UNLESS OTHERWISE INDICATED. 9.4 DO NOT PAINT PREFINISHED ITEMS, FINISHED METAL SURFACES, OPERATING PARTS, LABELS AND MATERIALS OBVIOUSLY INTENDED TO BE LEFT EXPOSED. 9.5 COMPLY WITH PAINT MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SURFACE PREPARATION, ENVIRONMENTAL AND SUBSTRATE CONDITIONS, PRODUCT MIXING AND APPLICATION. 9.6 EXTERIOR PAINT SCHEDULE AS FOLLOWS: A. CONCRETE, STUCCO AND MASONRY: - EGGSHELL/LOW LUSTER ACRYLIC LATEX PAINT: 2 COATS OVER PRIMER. BRAND - SHERWIN WILLIAMS EXTERIOR GRADE OR APPROVED EQUAL. B. SMOOTH WOOD: - EGGSHELL/ LOW LUSTER ACRYLIC LATEX PAINT: 2 COATS OVER PRIMER. BRAND- SHERWIN WILLIAMS EXTERIOR GRADE OR APPROVED EQUAL. C. WOOD SHAKES AND ROUGH SIDING: - FLAT ALKYD: 2 COATS ALKYD/ OIL STAIN. D. PLYWOOD: - EGGSHELL/ LOW LUSTER ACRYLIC: 2 COATS OVER PRIMER. BRAND- SHERWIN WILLIAMS EXTERIOR GRADE OR APPROVED EQUAL. E. WOOD TRIM: - EGGSHELL/ LOW LUSTER ACRYLIC LATEX PAINT: 2 COATS OVER PRIMER. BRAND SHERWIN WILLIAMS EXTERIOR GRADE OR APPROVED EQUAL. F. FERROUS METAL: - SEMI-GLOSS ENAMEL/ OIL: 2 COATS OVER RUST-INHIBITIVE PRIMER. BRAND TO BE APPROVED BY ARCHITECT. G. ALUMINUM: - SEMI-GLOSS ENAMEL/OIL: 2 COATS OVER PRIMER. BRAND BY ARCHITECT. 9.8 IF APPLICABLE, PROTECT BUILDING STRUCTURE OR INTERIOR FROM WEATHER AND WATER LEAKAGE AND DAMAGE. (INTERIOR FINISHES) 9.9 DRYWALL MATERIAL SHALL BE 5 8" FOR WALLS AND 5 8" FOR CEILINGS ON USG DRYWALL SUSPENSION SYSTEM UNLESS OTHERWISE INDICATED. DRYWALL AT BATHROOMS, GARAGES, AND EXTERIOR SOFFITS SHALL BE MOISTURE RESISTANT GREEN BOARD OR DUROCK. DRYWALL SHALL BE FIRE RATED AS SPECIFIED IN THE APPLICABLE CODES. 9.10 FLOOR FINISHES SHALL BE AS NOTED IN SCHEDULES. ARCHITECT SHOULD APPROVE TEXTURE & COLOR PRIOR TO THE EXECUTION OF THE WORK. CLEARANCES SHALL ALLOW FOR VARIOUS MATERIAL THICKNESSES. APPLY CLEAR SEALER TO CLEAN TILE FLOORING ACCORDING TO SEALER MANUFACTURER'S WRITTEN INSTRUCTIONS. INSTALL AND FINISH FLOORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 9.11 EXTERIOR STUCCO FINISH SHALL CONSIST OF A SCRATCH COAT AND SMOOTH FINISH WITHIN 12 HOURS DRYING INTERVALS. ALL CORNERS SHALL BE APPLIED AGAINST WOOD RULERS. TEST SAMPLE SHOULD BE MADE FOR APPROVAL BY ARCHITECT PRIOR TO EXECUTION OF WORK. NO POPCORN FINISHES ARE ALLOWED ON EXTERIOR OR INTERIOR SURFACES. 9.12 IF APPLICABLE, EXISTING FINISHES, WHEN BROKEN OR JOINTED WITH NEW CONSTRUCTION, SHALL BE PATCHED TO MATCH ADJACENT SURFACES. 10.0 SIGNAGE: 10.1 SIGNAGE - NEW OFFICES, ROOMS, LOUNGES, BATHROOMS, ETC. REQUIRING SIGNAGE, ALL SIGNAGE MUST BE IN COMPLIANCE W/ INDUSTRY STANDARDS AS WELL AS ADA REQUIREMENTS. 15. -MECHANICAL/PLUMBING: 15.1 THESE ARE THE BASIC REQUIREMENTS FOR MECHANICAL/PLUMBING RETROFIT INSTALLATIONS AND INCLUDES REQUIREMENTS COMMON TO MORE THAN ONE SECTION OF DIVISION 15. IT EXPANDS AND SUPPLEMENTS THE REQUIREMENTS SPECIFIED IN SECTIONS OF DIVISION 1. 15.2 PRIOR TO WORK COMMENCING, EXISTING HVAC SYSTEMS SHOULD BE INSPECTED AND VERIFIED TO BE OPERATING AT DESIGNED CAPACITY. 15.3 VERIFY EXISTING EQUIPMENT, COMPONENTS, PIPING, DUCTWORK AND ELECTRICAL CONNECTIONS ARE IN OPTIMUM AND FUNCTIONING CAPACITY AS PER MANUFACTURER'S SPECIFICATIONS. ANY DAMAGED OR NON-CODE COMPLIANT ITEMS MUST BE UPGRADED TO MEET CURRENT MECHANICAL/PLUMBING/ELECTRICAL CODE REQUIREMENTS. 15.4 ALL HVAC CONDENSATE LINES TO HAVE REQUIRED INSULATION AND CASE COVERS FOR CLEAN AND PROFESSIONAL INSTALLATION. 15.5 HORIZONTAL PIPELINES SHALL HAVE THE FOLLOWING SLOPES, UNLESS OTHERWISE DERIVED FROM SITE CONDITIONS WHICH MUST PROVIDED TO A/E. A. ALL WATER SUPPLY AND WATER DISTRIBUTION: .2% TO .5%. B. SOIL, RAIN WATER DRAINS: 1% TO 2%. (PIPING SYSTEMS TESTING, ADJUSTING & BALANCING) 15.6 EACH SYSTEM (WATER, CONDENSATE) SHALL BE FLUSHED, CHECKED FOR LEAKS, CORROSION INHIBITORS ADDED WHERE APPLICABLE, DISINFECTED FOR DOMESTIC WATER AND OTHERWISE MADE READY FOR ACCEPTANCE. NOTICE OF SUCH TEST WILL BE PROVIDED TO CLIENT AND A/E. 15.7 ALL HVAC PRESSURE TESTS SHALL BE PERFORMED USING CERTIFIED GAUGE WHICH HAS BEEN APPROVED FOR USE BY THE FACILITY'S MANAGER. 15.8 HVAC PRESSURE TESTING NEEDS TO BE CONDUCTED ON THE EXISTING SYSTEM FOR THE ENTIRE BUILDING TO ENSURE RELOCATION OF HVAC EQUIPMENT FUNCTIONS PROPERLY AND AS PER WARRANTY. (AIR SYSTEMS TESTING, ADJUSTING & BALANCING) 15.9 ALL AIR DISTRIBUTION SYSTEMS SHALL BE BALANCED THROUGHOUT BUILDING. 15.10 PROVIDE VERIFICATION THAT SYSTEMS IS OPERATING AT 50% TO 75% OF CAPACITY AS DESIGNED FOR BUILDING. 16. -ELECTRICAL: 16.1 THESE ARE THE BASIC REQUIREMENTS FOR ELECTRICAL INSTALLATIONS AND INCLUDES REQUIREMENTS COMMON TO MORE THAN ONE SECTION OF DIVISION 16. IT EXPANDS AND SUPPLEMENTS THE REQUIREMENTS SPECIFIED IN SECTIONS OF DIVISION 1. (ROUGH-IN) 16.2 VERIFY FINAL LOCATIONS FOR ROUGH-INS WITH FIELD MEASUREMENTS AND WITH THE REQUIREMENTS OF THE ACTUAL EQUIPEMENT TO BE CONNECTED.V 16.3 COORDINATE ELECTRICAL EQUIPMENT AND MATERIALS INSTALLATION WITH BUILDING COMPONENTS. 16.4 VERIFY ALL DIMENSIONS IN FIELD. 16.5 SEQUENCE, COORDINATE, AND INTEGRATE INSTALLATIONS OF ELECTRICAL MATERIALS AND EQUIPMENT FOR EFFICIENT FLOW OF WORK. 16.6 INSTALL ELECTRICAL EQUIPMENT TO FACILITATE MAINTENANCE AND REPAIR OR REPLACEMENT OF EQUIPMENT COMPONENTS. AS MUCH AS PRACTICAL, CONNECT EQUIPMENT FOR EASE OF DISCONNECTING WITH MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS. 16.7 COORDINATE THE INSTALLATION OF ELECTRICAL MATERIALS AND EQUIPMENT WITH OTHER TRADES. 16.8 COORDINATE CONNECTION OF ELECTRICAL SYSTEMS WITH EXISTING UNDERGROUND UTILITIES AND SERVICES. COMPLY WITH REQUIREMENTS OF GOVERNING REGULATIONS, SERVICE COMPANIES, AND CONTROLLING AGENCIES. OBTAIN ALL NECESSARY PERMITS LOCAL JURISDICTION, SERVICE COMPANIES AND CONTROLLING AGENCIES. FROM AND SERVICES. SHEET NUMBER SHEET TITLE SCALE NOTES: REVISIONS: PROJECT NUMBER DATE CLIENT PROJECT ARCHITECT ADDRESS DRAFTED BY STRUCTURAL ENGINEERS MEP ENGINEERS THEATER CONSULTANTS ACOUSTIC CONSULTANT STAMP CMA Architects & Engineers Inc 1032 Corte Aguila, Las Cruces, NM 88011 203.246.2440, www.Creative-Acoustics.com CMA Architects & Engineers Inc 6600 Manor Hill Court , Chapel Hill, NC 27516 984.309.0027, www.theatrecc.com THEATRE CONSULTANTS COLLABORATIVE 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com Creative Acoustics, LLC 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com GN-1 As Noted GL 340.277.9191, info@tallerlarjas.com 2185 QUEEN ST CHRISTIANSTED VI 00820 TALLER LARJAS, LLC 05/2025 2023-ALEXTH 1023 Market St., Christiansted, VI 00820 St. Croix Foundation For Community Development 38A Company Street, 36 Company Street & 37 Company Street 23 King Street, 22 & 23 Market Street, 38B Company Street, & BUILDING WIND RETROFIT ALEXANDER THEATER SAFE RM GENERAL NOTES Existing Lobby FF: 40'-0" 1550 sf Pavilion 429 sf Vernacular Garden Sunday Market Square Safe Room/ UP UP UP LEGEND NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. INDICATED STRUCTURES TO BE DEMOLISHED Plot 36 Company Street Plot 37 Company Street Plot 23 King Street Plot 22A King Street Plot 22 & 23 Market Street Plot 38A Company Street Plot 38B Company Street Plot 22B King Street 1 3/16" = 1' - 0" Plan Selective Demolition SHEET NUMBER SHEET TITLE SCALE NOTES: REVISIONS: PROJECT NUMBER DATE CLIENT PROJECT ARCHITECT ADDRESS DRAFTED BY STRUCTURAL ENGINEERS MEP ENGINEERS THEATER CONSULTANTS ACOUSTIC CONSULTANT STAMP CMA Architects & Engineers Inc 1032 Corte Aguila, Las Cruces, NM 88011 203.246.2440, www.Creative-Acoustics.com CMA Architects & Engineers Inc 6600 Manor Hill Court , Chapel Hill, NC 27516 984.309.0027, www.theatrecc.com THEATRE CONSULTANTS COLLABORATIVE 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com Creative Acoustics, LLC 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com D-1.0 PLAN As Noted GL 340.277.9191, info@tallerlarjas.com 2185 QUEEN ST CHRISTIANSTED VI 00820 TALLER LARJAS, LLC 05/2025 2023-ALEXTH 1023 Market St., Christiansted, VI 00820 St. Croix Foundation For Community Development 38A Company Street, 36 Company Street & 37 Company Street 23 King Street, 22 & 23 Market Street, 38B Company Street, & BUILDING WIND RETROFIT ALEXANDER THEATER SAFE RM DEMOLITION ELEC. MH COM. MH 1 1/16" = 1' - 0" Plan Proposed Site 26' 27' 24' 23' 23' 24' 25' 26' 27' 28' 28' 29' 30' 31' 33' 34' 35' 36' 38' 39' 32' 32' 33' 34' 33' 28' 31' 27' 27.8' 31' 35' 36' 38' 30' 29' 28' 26' 26' 26' 1 2 3 4 8 9 10 11 6 7 5 NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. SHEET NUMBER SHEET TITLE SCALE NOTES: REVISIONS: PROJECT NUMBER DATE CLIENT PROJECT ARCHITECT ADDRESS DRAFTED BY STRUCTURAL ENGINEERS MEP ENGINEERS THEATER CONSULTANTS ACOUSTIC CONSULTANT STAMP CMA Architects & Engineers Inc 1032 Corte Aguila, Las Cruces, NM 88011 203.246.2440, www.Creative-Acoustics.com CMA Architects & Engineers Inc 6600 Manor Hill Court , Chapel Hill, NC 27516 984.309.0027, www.theatrecc.com THEATRE CONSULTANTS COLLABORATIVE 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com Creative Acoustics, LLC 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com SD-1.0 PLAN As Noted GL 340.277.9191, info@tallerlarjas.com 2185 QUEEN ST CHRISTIANSTED VI 00820 TALLER LARJAS, LLC 05/2025 2023-ALEXTH 1023 Market St., Christiansted, VI 00820 St. Croix Foundation For Community Development 38A Company Street, 36 Company Street & 37 Company Street 23 King Street, 22 & 23 Market Street, 38B Company Street, & BUILDING WIND RETROFIT ALEXANDER THEATER SAFE RM PROPOSED SITE FF: 40'-0" Pavilion 429 sf Vernacular Garden Sunday Market Square King Street Company Street UP UP UP LEGEND NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. SILT FENCE Existing Concrete Wall Entry Contol Gate Entry Contol Gate Plot 36 Company Street Plot 37 Company Street Plot 23 King Street Plot 22A King Street Plot 22 & 23 Market Street Plot 38A Company Street Plot 38B Company Street Plot 22B King Street 1 3/16" = 1' - 0" Control Plan Erosion & Sedimentation .5 4.00 1.00 IMPERMEABLE 30 MIL SILT CURTAIN TOWED INTO SOIL BED , AS INDICATED (TYP.) #4 REBAR STAKE @ 4'-0" O.C. SPACING (TYP.) EARTH EARTH IN EARTH 3/8" = 1' - 0" 2 SILT FENCE INSTALLATION SHEET NUMBER SHEET TITLE SCALE NOTES: REVISIONS: PROJECT NUMBER DATE CLIENT PROJECT ARCHITECT ADDRESS DRAFTED BY STRUCTURAL ENGINEERS MEP ENGINEERS THEATER CONSULTANTS ACOUSTIC CONSULTANT STAMP CMA Architects & Engineers Inc 1032 Corte Aguila, Las Cruces, NM 88011 203.246.2440, www.Creative-Acoustics.com CMA Architects & Engineers Inc 6600 Manor Hill Court , Chapel Hill, NC 27516 984.309.0027, www.theatrecc.com THEATRE CONSULTANTS COLLABORATIVE 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com Creative Acoustics, LLC 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com SD-1.1 Control Plan As Noted GL 340.277.9191, info@tallerlarjas.com 2185 QUEEN ST CHRISTIANSTED VI 00820 TALLER LARJAS, LLC 05/2025 2023-ALEXTH 1023 Market St., Christiansted, VI 00820 St. Croix Foundation For Community Development 38A Company Street, 36 Company Street & 37 Company Street 23 King Street, 22 & 23 Market Street, 38B Company Street, & BUILDING WIND RETROFIT ALEXANDER THEATER SAFE RM Erosion & Sediment 1 ADA Gender Neutral Bathroom Support Area/ 1 3/16" = 1' - 0" Floor Plan Proposed 1st 597 sf Hallway SSL 67 sf 364 sf Storage 208 sf King Street Company Street 1 2 3 4 LEGEND Food Prep A Commercial Kitchen Up Upper Lobby Up Ramp Up 530 sf Area 1.8 FF: 30'-10" FF: 33'-0" FF: 33'-0" Util. Rm 35 sf Up SSL 50 sf Dressing Rm. 156 sf Dressing Rm. 156 sf C B A C B A F E D F E D G G Safe Room/ NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. Existing Walls New Masonry Walls New Stud Walls ADA & Service Elevator 1 1 A 122,220 Gallons Cistern: 2,328 sf Up Area 1.7 320 sf SSL 67 sf FF: 30'-10" Back of House Safe Room/ Note: Remove Existing Cistern SSL 50 sf Dressing Rm. 156 sf Dressing Rm. 156 sf Area 1.6 Telescopic Seating Storage Note: Remove Existing Seating & Cistern 3000 sf Auditorium Safe Room/ FF: 30'-10" Storage 35 sf FF: 30'-10" Storage 83 sf FF: 30'-10" FF: 27'-0" 1156 sf Safe Room/Concession/Cafe Area 1.9 Gender Bath Existing Lobby FF: 27'-3" 742 sf Area 1.8 Safe Room/ FF: 27'-3" Storage 115 sf FF: 27'-3" Non- *Storage* 211 sf FF: 30'-10" Area 1.4 Area 1.5 FF: 30'-10" 738 sf 746 sf Area 1.2 New Lobby Safe Room/ Safe Room/ Green Room Arts Education Classroom Safe Room/ Area 1.3 Safe Room/ Stage 98 sf 444 sf FF: 30'- 10" STOR. Generator Rm 384 sf FF: 30''-10" Pump Rm 162 sf FF: 30'-10" FF: 30'- 10" FF: 30'- 10" STOR. Support Pavilion 429 sf Vernacular Above ground fuel tanks on concrete slab with visual barrier Proposed Oil/Water Separator 8'-0"L x 3'-6"W x 6'-0"D Sliding Gate Perimeter Fencing Telescopic Sliding Gate Perimeter Fencing Planter Planter Planter Green Space FF: 30'- 9 1/2" Up Dn Storage 35 sf FF: 30'-10" Safe Room/ Safe Room/ Historic St. Croix Foundation Offices Area 1.1 FF: 33'-0" 410 sf Restaurant Safe Room/ Up 8 9 10 11 6 7 5 N.I.C. Sunday Market Square SHEET NUMBER SHEET TITLE SCALE NOTES: REVISIONS: PROJECT NUMBER DATE CLIENT PROJECT ARCHITECT ADDRESS DRAFTED BY STRUCTURAL ENGINEERS MEP ENGINEERS THEATER CONSULTANTS ACOUSTIC CONSULTANT STAMP CMA Architects & Engineers Inc 1032 Corte Aguila, Las Cruces, NM 88011 203.246.2440, www.Creative-Acoustics.com CMA Architects & Engineers Inc 6600 Manor Hill Court , Chapel Hill, NC 27516 984.309.0027, www.theatrecc.com THEATRE CONSULTANTS COLLABORATIVE 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com Creative Acoustics, LLC 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com A-1.0 PLAN As Noted GL 340.277.9191, info@tallerlarjas.com 2185 QUEEN ST CHRISTIANSTED VI 00820 TALLER LARJAS, LLC 05/2025 2023-ALEXTH 1023 Market St., Christiansted, VI 00820 St. Croix Foundation For Community Development 38A Company Street, 36 Company Street & 37 Company Street 23 King Street, 22 & 23 Market Street, 38B Company Street, & BUILDING WIND RETROFIT ALEXANDER THEATER SAFE RM FIRST FLOOR Util. Rm 35 sf 1 3/16" = 1' - 0" Floor Plan Proposed 2nd Area 2.3 1002 sf Hallway Sunday Market Square King Street Company Street Classroom CL. Safe Room/ Fixed Seating Telescopic Seating Up 1612 sf CL. CL. Storage 40 sf Storage 40 sf Storage 46 sf Dn Up Dn Dn Dn CL. FF: 43'-3 7/8" Area 1.7 271 sf Back of House Safe Room/ Dressing Rm. 156 sf Dressing Rm. 156 sf C B A C B A F E D F E D G G LEGEND A NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. Existing Walls New Masonry Walls New Stud Walls ADA & Service Elevator FF: 43'-3 7/8" CL. Kitch. A Util. Rm 35 sf Dn FF: 38'-10" Area 2.5 1210 sf Administrative Offices Safe Room/ FF: 43'-3 7/8" Office Office Office Ham Radio Rm Area 2.2 Area 2.3 Storage Rm STX Offices 672 sf 193 sf 750 sf Area 2.6 350 sf Area 2.9 FF: 38'-10" 894 sf Office Office Office Office Bath FF: 39'-0" Hallway Office Arts Education Classroom Classroom Arts Education Arts Education Classroom Hallway 229 sf 210 sf 94 sf 65 sf 49 sf Safe Room/ Safe Room/ Safe Room/ Safe Room/ Area 2.1 610 sf Arts Education Classroom Safe Room/ Classroom 1612 sf Control Rm FF: 43'-3 7/8" FF: 43'-3 7/8" FF: 43'-3 7/8" FF: 43'-3 7/8" FF: 43'-3 7/8" Note: This is a spring floor for dancing. Gallery St. Croix Foundation Offices Safe Room/ FF: 43'-3 7/8" FF: 43'-3 7/8" N.I.C. SHEET NUMBER SHEET TITLE SCALE NOTES: REVISIONS: PROJECT NUMBER DATE CLIENT PROJECT ARCHITECT ADDRESS DRAFTED BY STRUCTURAL ENGINEERS MEP ENGINEERS THEATER CONSULTANTS ACOUSTIC CONSULTANT STAMP CMA Architects & Engineers Inc 1032 Corte Aguila, Las Cruces, NM 88011 203.246.2440, www.Creative-Acoustics.com CMA Architects & Engineers Inc 6600 Manor Hill Court , Chapel Hill, NC 27516 984.309.0027, www.theatrecc.com THEATRE CONSULTANTS COLLABORATIVE 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com Creative Acoustics, LLC 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com A-1.1 PLAN As Noted GL 340.277.9191, info@tallerlarjas.com 2185 QUEEN ST CHRISTIANSTED VI 00820 TALLER LARJAS, LLC 05/2025 2023-ALEXTH 1023 Market St., Christiansted, VI 00820 St. Croix Foundation For Community Development 38A Company Street, 36 Company Street & 37 Company Street 23 King Street, 22 & 23 Market Street, 38B Company Street, & BUILDING WIND RETROFIT ALEXANDER THEATER SAFE RM SECOND FLOOR 1 3/16" = 1' - 0" Floor Plan Proposed 3rd FF: 54'-11 7/8" Sunday Market Square Covered Walkway Covered Pavilion Tensile Structure/ Community Gardens Area 2.3 FF: 55'- 0" Utility/Equipment Room Safe Room/ 1376 sf Dn Dn C B A C B A F E D F E D G G LEGEND A NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. Existing Walls New Masonry Walls New Stud Walls ADA & Service Elevator CL CL A SHEET NUMBER SHEET TITLE SCALE NOTES: REVISIONS: PROJECT NUMBER DATE CLIENT PROJECT ARCHITECT ADDRESS DRAFTED BY STRUCTURAL ENGINEERS MEP ENGINEERS THEATER CONSULTANTS ACOUSTIC CONSULTANT STAMP CMA Architects & Engineers Inc 1032 Corte Aguila, Las Cruces, NM 88011 203.246.2440, www.Creative-Acoustics.com CMA Architects & Engineers Inc 6600 Manor Hill Court , Chapel Hill, NC 27516 984.309.0027, www.theatrecc.com THEATRE CONSULTANTS COLLABORATIVE 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com Creative Acoustics, LLC 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com A-1.2 PLAN As Noted GL 340.277.9191, info@tallerlarjas.com 2185 QUEEN ST CHRISTIANSTED VI 00820 TALLER LARJAS, LLC 05/2025 2023-ALEXTH 1023 Market St., Christiansted, VI 00820 St. Croix Foundation For Community Development 38A Company Street, 36 Company Street & 37 Company Street 23 King Street, 22 & 23 Market Street, 38B Company Street, & BUILDING WIND RETROFIT ALEXANDER THEATER SAFE RM THIRD FLOOR 1 3/16" = 1' - 0" Plan Proposed Roof Sunday Market Square Tensile Structure/ Community Gardens C B A C B A F E D F E D G G LEGEND A NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. Existing Walls New Masonry Walls New Stud Walls ADA & Service Elevator SHEET NUMBER SHEET TITLE SCALE NOTES: REVISIONS: PROJECT NUMBER DATE CLIENT PROJECT ARCHITECT ADDRESS DRAFTED BY STRUCTURAL ENGINEERS MEP ENGINEERS THEATER CONSULTANTS ACOUSTIC CONSULTANT STAMP CMA Architects & Engineers Inc 1032 Corte Aguila, Las Cruces, NM 88011 203.246.2440, www.Creative-Acoustics.com CMA Architects & Engineers Inc 6600 Manor Hill Court , Chapel Hill, NC 27516 984.309.0027, www.theatrecc.com THEATRE CONSULTANTS COLLABORATIVE 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com Creative Acoustics, LLC 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com A-1.3 As Noted GL 340.277.9191, info@tallerlarjas.com 2185 QUEEN ST CHRISTIANSTED VI 00820 TALLER LARJAS, LLC 05/2025 2023-ALEXTH 1023 Market St., Christiansted, VI 00820 St. Croix Foundation For Community Development 38A Company Street, 36 Company Street & 37 Company Street 23 King Street, 22 & 23 Market Street, 38B Company Street, & BUILDING WIND RETROFIT ALEXANDER THEATER SAFE RM ROOF PLAN Smooth Plaster Impregnated Ochre Pigment Stone Veneer Cladding Textured Plaster Impregnated Ochre Pigment Corten Steel Grille Work Smooth Plaster Impregnated Ivory Pigment Metal Cladding 5 2 2 2 2 4 2 Level 1 27' - 0" Level 3 33' - 0" Level 5 Level 6 Level 2 30' - 10" Level 5 Level 6 Over Ballistic Glass Units Stone Veneer Cladding Hurricane Impact Rated Slated Louvers Textured Plaster Impregnated Ochre Pigment 35'-3" 35'-8 3 16" 43' - 3 7/8" 54' - 11 7/8" Level 1 27' - 0" Level 4 39' - 0" 54' - 11 7/8" Level 2 31' - 4" Level 3 33' - 0" 43' - 3 7/8" 35'-10 7 16" 2 3/16" = 1' - 0" East Elevation Proposed 1 3/16" = 1' - 0" West Elevation Proposed SHEET NUMBER SHEET TITLE SCALE NOTES: REVISIONS: PROJECT NUMBER DATE CLIENT PROJECT ARCHITECT ADDRESS DRAFTED BY STRUCTURAL ENGINEERS MEP ENGINEERS THEATER CONSULTANTS ACOUSTIC CONSULTANT STAMP CMA Architects & Engineers Inc 1032 Corte Aguila, Las Cruces, NM 88011 203.246.2440, www.Creative-Acoustics.com CMA Architects & Engineers Inc 6600 Manor Hill Court , Chapel Hill, NC 27516 984.309.0027, www.theatrecc.com THEATRE CONSULTANTS COLLABORATIVE 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com Creative Acoustics, LLC 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com A-2.0 ELEVATION As Noted GL 340.277.9191, info@tallerlarjas.com 2185 QUEEN ST CHRISTIANSTED VI 00820 TALLER LARJAS, LLC 05/2025 2023-ALEXTH 1023 Market St., Christiansted, VI 00820 St. Croix Foundation For Community Development 38A Company Street, 36 Company Street & 37 Company Street 23 King Street, 22 & 23 Market Street, 38B Company Street, & BUILDING WIND RETROFIT ALEXANDER THEATER SAFE RM WEST & EAST Level 1 27' - 0" Property Line Level 3 33' - 0" Level 4 Level 5 Level 6 54' - 11 7/8" Level 3 33' - 0" Level 6 Level 5 Textured Plaster Impregnated Ochre Pigment Metal Cladding Historic Red Cedar Shingles Stone Veneer Cladding Corten Steel Grille Work Over Ballistic Glass Units Historic Shutters Polycarbonate Sheathing Historic Shutters Corten Steel Grille Work Over Ballistic Glass Units Hurricane Impact Rated Slated Louvers Hurricane Impact Rated Slated Louvers 29'-6" Level 2 30' - 10" 43' - 3 7/8" 43' - 3 7/8" 54' - 11 7/8" 39' - 0" 1 3/16" = 1' - 0" South Elevation Proposed 2 3/16" = 1' - 0" North Elevation Proposed 5'-515 16" 14'-315 16" SHEET NUMBER SHEET TITLE SCALE NOTES: REVISIONS: PROJECT NUMBER DATE CLIENT PROJECT ARCHITECT ADDRESS DRAFTED BY STRUCTURAL ENGINEERS MEP ENGINEERS THEATER CONSULTANTS ACOUSTIC CONSULTANT STAMP CMA Architects & Engineers Inc 1032 Corte Aguila, Las Cruces, NM 88011 203.246.2440, www.Creative-Acoustics.com CMA Architects & Engineers Inc 6600 Manor Hill Court , Chapel Hill, NC 27516 984.309.0027, www.theatrecc.com THEATRE CONSULTANTS COLLABORATIVE 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com Creative Acoustics, LLC 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com A-2.1 ELEVATIONS As Noted GL 340.277.9191, info@tallerlarjas.com 2185 QUEEN ST CHRISTIANSTED VI 00820 TALLER LARJAS, LLC 05/2025 2023-ALEXTH 1023 Market St., Christiansted, VI 00820 St. Croix Foundation For Community Development 38A Company Street, 36 Company Street & 37 Company Street 23 King Street, 22 & 23 Market Street, 38B Company Street, & BUILDING WIND RETROFIT ALEXANDER THEATER SAFE RM SOUTH & NORTH 34'-23 8" 35'-57 8" 34'-23 8" 34'-8 3 16" Level 5 43' - 3 7/8" Level 6 54' - 11 7/8" Level 1 27' - 0" Level 2 30' - 10" Level 3 33' - 0" Grade Beam Tied To Existing Canted Theater Columns (TYP.) 2 3/16" = 1' - 0" Section BB Proposed 20' 35'-2 1 2" 20'-1 1 4" 28'-9 1 4" Level 1 27' - 0" Level 2 30' - 10" Level 5 43' - 3 7/8" Level 6 54' - 11 7/8" Level 3 33' - 0" 1 3/16" = 1' - 0" Section AA Proposed LEGEND NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. Existing Walls SHEET NUMBER SHEET TITLE SCALE NOTES: REVISIONS: PROJECT NUMBER DATE CLIENT PROJECT ARCHITECT ADDRESS DRAFTED BY STRUCTURAL ENGINEERS MEP ENGINEERS THEATER CONSULTANTS ACOUSTIC CONSULTANT STAMP CMA Architects & Engineers Inc 1032 Corte Aguila, Las Cruces, NM 88011 203.246.2440, www.Creative-Acoustics.com CMA Architects & Engineers Inc 6600 Manor Hill Court , Chapel Hill, NC 27516 984.309.0027, www.theatrecc.com THEATRE CONSULTANTS COLLABORATIVE 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com Creative Acoustics, LLC 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com A-3.0 As Noted GL 340.277.9191, info@tallerlarjas.com 2185 QUEEN ST CHRISTIANSTED VI 00820 TALLER LARJAS, LLC 05/2025 2023-ALEXTH 1023 Market St., Christiansted, VI 00820 St. Croix Foundation For Community Development 38A Company Street, 36 Company Street & 37 Company Street 23 King Street, 22 & 23 Market Street, 38B Company Street, & BUILDING WIND RETROFIT ALEXANDER THEATER SAFE RM SECTIONS AA & BB Level 1 27' - 0" Property Line Level 1 27' - 0" Property Line 27'-4 1 4" 32'- 3 1 4" 22'-7" Level 4 39' - 0" Level 2 30' - 10" Level 4 39' - 0" Level 5 43' - 3 7/8" Level 6 54' - 11 7/8" 2 3/16" = 1' - 0" Section DD Proposed 1 3/16" = 1' - 0" Section CC Proposed LEGEND NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. Existing Walls Level 3.2 38' - 10" SHEET NUMBER SHEET TITLE SCALE NOTES: REVISIONS: PROJECT NUMBER DATE CLIENT PROJECT ARCHITECT ADDRESS DRAFTED BY STRUCTURAL ENGINEERS MEP ENGINEERS THEATER CONSULTANTS ACOUSTIC CONSULTANT STAMP CMA Architects & Engineers Inc 1032 Corte Aguila, Las Cruces, NM 88011 203.246.2440, www.Creative-Acoustics.com CMA Architects & Engineers Inc 6600 Manor Hill Court , Chapel Hill, NC 27516 984.309.0027, www.theatrecc.com THEATRE CONSULTANTS COLLABORATIVE 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com Creative Acoustics, LLC 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com A-3.1 As Noted GL 340.277.9191, info@tallerlarjas.com 2185 QUEEN ST CHRISTIANSTED VI 00820 TALLER LARJAS, LLC 05/2025 2023-ALEXTH 1023 Market St., Christiansted, VI 00820 St. Croix Foundation For Community Development 38A Company Street, 36 Company Street & 37 Company Street 23 King Street, 22 & 23 Market Street, 38B Company Street, & BUILDING WIND RETROFIT ALEXANDER THEATER SAFE RM SECTIONS CC & DD 1 3/16" = 1' - 0" Section EE Proposed 20' 2 3/16" = 1' - 0" Section FF Proposed 3 3/16" = 1' - 0" Section GG Proposed 11'-117 8" 8'-101 2" LEGEND NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE ALL WORK WITH TRADES. Existing Walls Level 1 27' - 0" Level 3.1 38' - 1" Level 5 43' - 3 7/8" Level 6 54' - 11 7/8" Level 2 30' - 10" Level 5 43' - 3 7/8" Level 6 Level 2 30' - 10" 54' - 11 7/8" Level 5.1 49' - 0" Level 5 43' - 3 7/8" Level 6 54' - 11 7/8" Level 3 33' - 0" SHEET NUMBER SHEET TITLE SCALE NOTES: REVISIONS: PROJECT NUMBER DATE CLIENT PROJECT ARCHITECT ADDRESS DRAFTED BY STRUCTURAL ENGINEERS MEP ENGINEERS THEATER CONSULTANTS ACOUSTIC CONSULTANT STAMP CMA Architects & Engineers Inc 1032 Corte Aguila, Las Cruces, NM 88011 203.246.2440, www.Creative-Acoustics.com CMA Architects & Engineers Inc 6600 Manor Hill Court , Chapel Hill, NC 27516 984.309.0027, www.theatrecc.com THEATRE CONSULTANTS COLLABORATIVE 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com Creative Acoustics, LLC 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com A-3.2 & GG As Noted GL 340.277.9191, info@tallerlarjas.com 2185 QUEEN ST CHRISTIANSTED VI 00820 TALLER LARJAS, LLC 05/2025 2023-ALEXTH 1023 Market St., Christiansted, VI 00820 St. Croix Foundation For Community Development 38A Company Street, 36 Company Street & 37 Company Street 23 King Street, 22 & 23 Market Street, 38B Company Street, & BUILDING WIND RETROFIT ALEXANDER THEATER SAFE RM SECTIONS EE & FF GYP. BD. W/ J BEAD 5/8" TYPE X 3. ALL ROOMS EXCEPT WALLS WITH CABINETRY ARE TO HAVE 2. ALL COLORS ARE TO BE SELECTED BY ARCHITECT/OWNER. W/ J BEAD (TYP.) 5/8" TYPE X GYP. BD. (2) 2 X 4 MTL. STUD HEADER (TYP.) BASEBOARDS. 1. VERIFY ALL DIMENSIONS IN FIELD. GENERAL NOTES: 2 X 4 MTL. STUD 16" O.C. (TYP.) SILL DETAIL (TYP.) 1 1/2" = 1'-0" 5 INTERIOR WALL DOOR HEADER & 3/8" 1 1/2" = 1'-0" 6 INTERIOR WALL DOOR JAMB DETAIL (TYP.) MTL. DOOR (SEE DOOR SCHEDULE) (TYP.) AT NEW MTL. STUD WALL (TYP.) 1 1/2" = 1'-0" 7 INTERIOR WALL WINDOW JAMB DETAIL (TYP.) 1 1/2" = 1'-0" 9 1 X 4 MAHOG. WINDOW FRAME W/ 3 COATS TUNG OIL (TYP.) INTERIOR WALL WINDOW HEADER DETAIL (TYP.) 8 1 1/2" = 1'-0" DUROCK EXT. BD. W/ TEXTURED FINISH TO MATCH EXTERIOR WALL WINDOW & DOOR JAMB DETAIL (TYP.) 10 1 1/2" = 1'-0" NEW ENTRY METAL DOOR OR METAL WINDOW (TYP.) 4" STAINLESS STEEL COMMERCIAL GRADE HINGE EXTERIOR WALL DOOR THRESHOLD DETAIL (TYP.) 13 1 1/2" = 1'-0" EXTERIOR WALL WINDOW HEADER DETAIL (TYP.) 1 1/2" = 1'-0" 12 NEW ADA COMPLIANT PEMKO BRAND 8" ALUM. THRESHOLD (TYP.) INTERIOR LUXURY VINYL TILE (TYP.) SEE FIN. SCHEDULE FOR ROOM LOCATIONS (2) 2 X 4 MTL. STUD HEADER (TYP.) 2 X 4 MTL. STUD 16" O.C. (TYP.) SEE WINDOW SCHEDULE (TYP.) 3/8" TEMP. CLEAR GLASS PANEL (TYP.) (2) 2 X 4 MTL. STUD W/ J BEAD 5/8" TYPE X GYP. BD. (2) 2 X 4 MTL. JAMB (TYP.) 2 X 4 MTL. STUD 1 X 2 ROUTED DOOR W/ DARK WALNUT FINISH TO MATCH IN CAVITY WALL PER STUD DIM. (TYP.) R- 15 SOUND PROOF BATT. INSULATION IN CAVITY WALL (TYP.) R- 15 SOUND PROOF BATT. INSULATION (TYP.) INSULATION IN CAVITY IN CAVITY WALL (TYP.) R- 15 SOUND PROOF BATT. INSULATION NEW 8" ALUM. ADA THRESHOLD (TYP.) PEMKO BRAND OR APPROVED EQUAL. (2) 2 X 4 MTL. STUD AS REQ'D. SLOPE NEW MTL. ENTRY DOOR (TYP.) 2 X 6 OR 2 X 8 MTL. FRAME AS REQ'D. DOOR W/ INTEGRAL DOOR STOP (NONE W/ WINDOW ON DOORS (TYP.) EXISTING EXTERIOR WALL (2) 2 X 4 MTL. STUD AS REQ'D. 2 X 6 OR 2 X 8 MTL. FRAME AS REQ'D DOOR W/ NEW ENTRY 11 1 1/2" = 1'-0" EXTERIOR WALL DOOR HEADER DETAIL (TYP.) FRAME ) (TYP.) EXISTING EXTERIOR WALL (2) 2 X 4 MTL. STUD AS REQ'D. 2 X 4 MTL. FRAME AS REQ'D. NEW MTL. WINDOW SEE WINDOW SCHEDULE DROP CEILING OR ACOUSTICAL CEILING IN CEILING PLENUM TYP.) R- 30 SOUND PROOF BATT. INSULATION IN WALL CAVITY TYP.) R- 15 SOUND PROOF BATT. INSULATION 2 X 4 MTL. STUD 16" O.C. (TYP.) (2) 2 X 4 MTL. HEADER (TYP.) 2 X 4 MTL. JOISTS @ 16" O.C. (TYP.) 5/8" TYPE X GYP. BD. (TYP.) 5/8" ACOUST. MOLD. REST. TILE OR W/ J BEAD 5/8" TYPE X GYP. BD. INTERIOR INTERIOR VINYL BASEBOARD (TYP.) SEE FIN. SCHEDULE W/ J BEAD (TYP.) 5/8" TYPE X GYP. BD. IN CEILING PLENUM TYP.) USG ACOUSTICAL SUSPENSION SYSTEM 4. ALL SPECIFIED BRANDS ARE AS INDICATED OR APPROVED EQUAL. INTERIOR EXTERIOR IN CEILING PLENUM TYP.) USG DRYWALL SUSPENSION SYSTEM 5. ALL OUTSWING DOORS INTO EXTERIOR SPACES TO HAVE COMMERCIAL GRADE SECURITY HINGE (TYP.) SEE WINDOW/DOOR SCHEDULES EXISTING (TYP.) 5/8" TYPE X GYP. BD. (TYP.) EXISTING (TYP.) EXIST. EXTERIOR WALL (TYP.) 3/4" DUROCK BD. W/ J BEAD TO MATCH 6. SEE WALL SECTIONS FOR PROPER BATT. INSULATION DIM. BASED ON WALL THICKNESSES. EXIST. DOORS (TYP.) SOLID CORE WOOD R- 15 SOUND PROOF BATT. STOP (TYP.) 16" O.C. (TYP.) INTEGRAL DOOR STOP (TYP.) METAL DOOR (TYP.) 1/2" = 1' - 0" 1 2 X 4 MTL. STUD @ 16" O.C. FLOORING MATERIAL SEE FINISH SCHEDULES NEW 4" MTL. STUD & GYP. BD. INTERIOR WALL SECTION (TYP.) W/ 5/8" TYPE X GYP. BD. EA. SIDE (TYP.) TAP CON FASTEN MTL. STUD INTO EXISTING CONC. FLOOR AS PER MANUFACTURER'S SPECIFICATIONS (TYP.) 1/2" = 1' - 0" 2 FLOORING MATERIAL SEE FINISH SCHEDULES SEE A-5 NEW 4" MTL. STUD & GYP. BD. INTERIOR WALL SECTION W/ DOOR (TYP.) 7' SEE DOOR SCHEDULE. 1/2" = 1' - 0" 3 R- 15 SOUND PROOF BATT. INSULATION IN CAVITY WALL (TYP.) PLENUM (TYP.) 1/2" = 1' - 0" 4 GENERAL NOTES: 1. VERIFY ALL DIMENSIONS IN FIELD. 2. COORDINATE WORK WILL ALL TRADES. 3. REMOVE AND DISPOSE OF ALL CONSTRUCTION DEBRIS. REMOVE ALL EXISTING PLAST. LATH, PLASTER, FURRING, ETC. AS IN ALL SPACES ROOMS 4. ALL SHEETROCK WALLS TO BE 5/8" DUROCK CEMENTITIOUS BD. (TYP.) 4" VINYL BASE BOARD (TYP.) 6. ALL NEW DOOR AND WINDOW HEADERS TO BE FRAMED W/ (2) 2 X MTL. STUDS STACKED AS PER DRAWINGS (TYP.). 9' 2 X 4 MTL. STUD BRACE LOCATED AT 7'-0" ABOVE FIN. FLR. R- 30 SOUND PROOF BATT. INSULATION IN CEILING R- 15 SOUND PROOF BATT. INSULATION IN CAVITY WALL (TYP.) PLENUM (TYP.) R- 30 SOUND PROOF BATT. INSULATION IN CEILING 5/8" TYPE X GYP. BD. DROP CEILING ATTACHED TO 9' (2) 2 X 4 MTL. STUD HEADER (TYP.) NEW 6" MTL. STUD & GYP. BD. INTERIOR WALL (TYP.) 2 X 6 MTL. STUD @ 16" O.C. FLOORING MATERIAL SEE FINISH SCHEDULES NEW DROP CEILING ATTACHED TO MTL. FURRING STRIPS (TYP.) LATEX PAINT FINISH. COLOR BY ARCHITECT. W/ 5/8" DUROCK. BD. EA. SIDE (TYP.) TAP CON FASTEN MTL. STUD INTO EXISTING CONC. FLOOR AS PER MANUFACTURER'S SPECIFICATIONS (TYP.) R- 19 SOUND PROOF BATT. INSULATION IN CAVITY WALL (TYP.) PLENUM (TYP.) 5 1/2" X 1" WOLM. WOOD BASEBOARD W/ BEAD JOINT (TYP.) 9' 2 X 6 MTL. STUD BRACE LOCATED AT 7'-0" ABOVE FIN. FLR. R- 30 SOUND PROOF BATT. INSULATION IN CEILING 2 X 6 MTL. STUD @ 16" O.C. FLOORING MATERIAL SEE FINISH SCHEDULES SEE A-5 W/ 5/8" DUROCK BD. EA. SIDE (TYP.) TAP CON FASTEN MTL. STUD INTO EXISTING CONC. FLOOR AS PER MANUFACTURER'S SPECIFICATIONS (TYP.) R- 19 SOUND PROOF BATT. INSULATION IN CAVITY WALL (TYP.) PLENUM (TYP.) 4" VINYL BASEBOARD (TYP.) 9' R- 30 SOUND PROOF BATT. INSULATION IN CEILING AS PER DEMOLITION PLANS. 5. ALL DROP CEILINGS TO BE 5/8" GP TOUGH ROCK MOLD GUARD BD. OR APPROVED EQUAL (TYP.). (2) 2 X 6 MTL. HEADERS (TYP.) NEW DROP CEILING ATTACHED TO MTL. 2X6 MTL. CHANNELS (TYP.) 4" VINYL BASE BOARD (TYP.) NEW 6" INTERIOR WALL W/ DOORS (TYP.) 2 X 4 MTL. STUD @ 16" O.C. W/ 5/8" TYPE X GYP. BD. EA. SIDE (TYP.) 6'-91 2" 5/8" TYPE X GYP. BD. DROP CEILING ATTACHED TO 2X6 MTL. CHANNELS @ 24" O.C. (TYP.) 2X6 MTL. CHANNELS @ 24" O.C. (TYP.) ISSUED 4.11.2022 SHEET NUMBER SHEET TITLE SCALE NOTES: REVISIONS: PROJECT NUMBER DATE CLIENT PROJECT ARCHITECT ADDRESS DRAFTED BY STRUCTURAL ENGINEERS MEP ENGINEERS THEATER CONSULTANTS ACOUSTIC CONSULTANT STAMP CMA Architects & Engineers Inc 1032 Corte Aguila, Las Cruces, NM 88011 203.246.2440, www.Creative-Acoustics.com CMA Architects & Engineers Inc 6600 Manor Hill Court , Chapel Hill, NC 27516 984.309.0027, www.theatrecc.com THEATRE CONSULTANTS COLLABORATIVE 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com Creative Acoustics, LLC 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com A-4.0 SECTION DETAILS As Noted GL 340.277.9191, info@tallerlarjas.com 2185 QUEEN ST CHRISTIANSTED VI 00820 TALLER LARJAS, LLC 05/2025 2023-ALEXTH 1023 Market St., Christiansted, VI 00820 St. Croix Foundation For Community Development 38A Company Street, 36 Company Street & 37 Company Street 23 King Street, 22 & 23 Market Street, 38B Company Street, & BUILDING WIND RETROFIT ALEXANDER THEATER SAFE RM TYPICAL WALL 3/8" = 1' - 0" SCHEDULE 1 NO. DOOR TYPE SIZE OF ROUGH OPENING W X H QTY. NO. MATERIALS DOOR FRAME MANUFACTURER/ MODEL ( OR EQUAL ) SUBMIT SHOP DRAWINGS REMARKS DOOR SCHEDULE 2 2 3 DOOR TYPES 5 6 9 7 10 13 14 11 12 16 3 4 5 6 7 8 9 10 11 12 13 14 15 16 DOOR NOS. HARDWARE SCHEDULE HARDWARE NUMBER & DESCRIPTION MODEL NO. QTY. REMARKS 1 1 4 8 15 (4) 3'-0" AUTOMATED DOORS 1 24'-0" X 8'-2" YES GLASS LOW - E GLASS ALUM. MTL. FIXED SIDELITE UNIT W/ STORM DEFENDER: P361 COMPLIANT P361 & ICC 500 COMPLIANT INSULGARD STORM DEFENDER 24' 2'-81 2" 2'-81 2" 3' 3' 3' 3' 2'-81 2" 2'-81 2" 8'-11 2" 8' EXTERIOR DOOR 9'-3" 7' 2' 12'-9" 6' 6' 3' 3' (4) 3'-0" AUTOMATED DOORS 1 12'-9" X 9'-3" YES GLASS LOW - E GLASS ALUM. MTL. STORM DEFENDER: P361 COMPLIANT P361 & ICC 500 COMPLIANT INSULGARD STORM DEFENDER 14'-3" 10' 8' 4' 4' 2'-101 2" 3'-111 4" 3'-111 4" 2'-101 2" 5' 2'-9" 1'-9" (4) 3'-0" AUTOMATED DOORS 1 14'-3" X 10'-0" YES GLASS LOW - E GLASS ALUM. MTL. FIXED SIDELITE UNIT W/ STORM DEFENDER: P361 COMPLIANT P361 & ICC 500 COMPLIANT INSULGARD STORM DEFENDER W/(2) FIXED UPPER TRANSOM 8'-3" 8'-11 2" 4' 4' DOORS 8'-3" X 8'-1 1/2" (2) PANELED SOLID CORE P361 & ICC 500 COMPLIANT 2 ALUM. MTL. ALUM. MTL. YES STORM DEFENDER: P361 COMPLIANT INSULGARD STORM DEFENDER 3'-9" 8' 8'-11 2" 8' 3'-6" 4'-6" 7'-3" 3'-9" 8'-11 2" 8' 3'-6" MUNTINS 3'-9" X 8'-1 1/2" (1) FRENCH DOOR W/ P361 & ICC 500 COMPLIANT 3 ALUM. MTL. YES STORM DEFENDER: P361 COMPLIANT INSULGARD STORM DEFENDER LOW - E GLASS GLASS 4' 7' PANEL W/ PANEL BASE 3'-9" X 8'-1 1/2" (1) FIXED UPPER MUNTINS P361 & ICC 500 COMPLIANT 1 ALUM. MTL. YES STORM DEFENDER: P361 COMPLIANT INSULGARD STORM DEFENDER LOW - E GLASS GLASS MUNTINS 4'-6" X 7'-3" (1) FRENCH DOOR W/ P361 & ICC 500 COMPLIANT 2 ALUM. MTL. YES STORM DEFENDER: P361 COMPLIANT INSULGARD STORM DEFENDER LOW - E GLASS GLASS 5'-3" 8'-11 2" 2'-6" 2'-6" 8' DOORS 5'-3" X 8'-1 1/2" (2) SOLID CORE P361 & ICC 500 COMPLIANT 1 ALUM. MTL. ALUM. MTL. YES STORM DEFENDER: P361 COMPLIANT INSULGARD STORM DEFENDER 5'-11 2" 6'-91 2" 6'-01 2" 6'-91 2" 8' 8' 8'-11 2" 8'-11 2" 3' 3' 3' 3' 1'-101 2" 1'-101 2" 8' 8' 6'-3" 6'-3" 8'-11 2" 8'-11 2" 8' 8' 3' 3' 3' 3' 3' 3' 1'-4" 1'-81 2" 2' 6'-8" 6'-2" 6'-2" 6'-8" LOUVERED DOOR UPPER & 8'-3" X 8'-1 1/2" (2) PANELED W/ FIXED P361 & ICC 500 COMPLIANT 1 ALUM. MTL. ALUM. MTL. YES STORM DEFENDER: P361 COMPLIANT INSULGARD STORM DEFENDER SIDELIGHT LOUVERED DOOR UPPER & 8'-3" X 8'-1 1/2" (2) PANELED W/ FIXED P361 & ICC 500 COMPLIANT 1 ALUM. MTL. ALUM. MTL. YES STORM DEFENDER: P361 COMPLIANT INSULGARD STORM DEFENDER SIDELIGHT 3'-3" 3'-3" 7'-11 2" 6'-91 2" LOUVERED DOOR UPPER 6'-3" X 8'-1 1/2" (2) PANELED W/ FIXED P361 & ICC 500 COMPLIANT 4 ALUM. MTL. ALUM. MTL. YES STORM DEFENDER: P361 COMPLIANT INSULGARD STORM DEFENDER 6'-3" X 8'-1 1/2" (2) FRENCH GLASS DOOR P361 & ICC 500 COMPLIANT 1 ALUM. MTL. ALUM. MTL. YES STORM DEFENDER: P361 COMPLIANT INSULGARD STORM DEFENDER LOW - E GLASS 5'-1 1/2" X 6'-9 1/2" P361 & ICC 500 COMPLIANT 1 ALUM. MTL. ALUM. MTL. YES INSULGARD STORM DEFENDER (1) FRENCH GLASS DOOR W/ (1) GLASS SIDELIGHT 6'-0 1/2" X 6'-9 1/2" P361 & ICC 500 COMPLIANT 1 ALUM. MTL. ALUM. MTL. YES INSULGARD STORM DEFENDER (1) FRENCH GLASS DOOR W/ (2) GLASS SIDELIGHTS STORM DEFENDER: P361 COMPLIANT LOW - E GLASS STORM DEFENDER: P361 COMPLIANT LOW - E GLASS YES STORM DEFENDER: P361 COMPLIANT INSULGARD STORM DEFENDER 3'-3" X 7'-1 1/2" (1) SOLID CORE DOOR P361 & ICC 500 COMPLIANT 3 ALUM. MTL. ALUM. MTL. YES STORM DEFENDER: P361 COMPLIANT INSULGARD STORM DEFENDER 3'-3" X 6'-9 1/2" 2 ALUM. MTL. ALUM. MTL. (1) SOLID CORE DOOR P361 & ICC 500 COMPLIANT YES STORM DEFENDER: P361 COMPLIANT INSULGARD STORM DEFENDER SHEET NUMBER SHEET TITLE SCALE NOTES: REVISIONS: PROJECT NUMBER DATE CLIENT PROJECT ARCHITECT ADDRESS DRAFTED BY STRUCTURAL ENGINEERS MEP ENGINEERS THEATER CONSULTANTS ACOUSTIC CONSULTANT STAMP CMA Architects & Engineers Inc 1032 Corte Aguila, Las Cruces, NM 88011 203.246.2440, www.Creative-Acoustics.com CMA Architects & Engineers Inc 6600 Manor Hill Court , Chapel Hill, NC 27516 984.309.0027, www.theatrecc.com THEATRE CONSULTANTS COLLABORATIVE 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com Creative Acoustics, LLC 1509 F.D. Roosevelt Ave, Guaynabo, PR 00968 787.792.1509, www.cmapr.com A-6.0 SCHEDULE As Noted GL 340.277.9191, info@tallerlarjas.com 2185 QUEEN ST CHRISTIANSTED VI 00820 TALLER LARJAS, LLC 05/2025 2023-ALEXTH 1023 Market St., Christiansted, VI 00820 St. Croix Foundation For Community Development 38A Company Street, 36 Company Street & 37 Company Street 23 King Street, 22 & 23 Market Street, 38B Company Street, & BUILDING WIND RETROFIT ALEXANDER THEATER SAFE RM EXTERIOR DOOR