Structural Suspended STRL SUSP THE DEPARTMENT OF FINANCE TEMPORARY TRANSITION AREA 2314 KRONPRINDSENS GADE DRAWING LIST CIVIL DRAWINGS DRAWINGS STRUCTURAL DRAWINGS MEP DRAWINGS COVER SHEET KRONPRINDSENS QUARTER ST. THOMAS, U.S. VIRGIN ISLANDS Aluminum Architect Average Beam Board Brase Bronze Building Diameter Dimension Door Down Drawing Drinking fountain Each Electric Electric water Equal Equipment Estimate Existing Exterior Fabricate Feet Finish Finished Fireproof Floor Fluoresent Full size Furnished Gauge General Glass DIA DIM DR DN DWG DF EA or Ea. ELEC EWC EQL or EQ EQUIP EST EXIST EXT FAB FT. FIN FURN GA GEN GL GYPBD HDW HDWD HT or HGT HC HOR or HORIZ HW INT J-BOX ORJB LAV LT Pluming Plywood Quantity Quarry title Radius Reference Reinforce Remove Required Revision Section Stainless steel Standard Steel System Telephone Temperature Tonge and grove Tread Typical Unfinished Urinal Vent through roof Verify in the field Vertical Vinyl tile Wainscot Water closet Water proof Weight Width With Without Wood Wrought iron S ST STD ST or STL SYS TEL TEMP T&G TR TYP UNF UR VTR VIF VERT VTILE or V.T. WCT WC WT W W/ W/O WD WI Acoustic Above finished floor SECT ACST or ACOUST CAB CLG CL CM CER CLR CW COL CONC CMU CONST CONT CONTR DEMO DET ARCH AVG BM BRD BR BRZ BLDG Floor Drain F.D. WP or WTRPRF REV SPEC SCH REQD RMV REINF REF R or RAD. QT QTY PLY PLBG Riser Rough Schedule Specification Horizontal Inch Hot water Insulation Interior Junction box Lavatory Light Lighting Linear Manufacture Manufactured Marble Masonry Masonry opening Material Maximum AFF AL or ALUM Cabinet Ceiling Center line Centimeter Ceramic Clear Cold Water Column Concrete Concrete Masonry Unit Construction Continuous Contractor Demolition R Square SQ RGH ABBREVIATIONS Detail Hollow core Height Hardwood Hardware Gypsum board Mechanical Meter Minimum LTG MFR MFD MAR MAS MO MTL MAX M MIN MECH Natural Nominal Not in contract Not to scale Number On center Opening Opposite Partition Plate Plastic laminate PL LAM PL PTN OPP OPG OC NO or # NIS NIC NOM NAT Mullion Miscellaneous MULL MISC L FIND FP FL FS FLUOR CODE REQUIREMENTS THESE DOCUMENTS ARE BASED ON THE FOLLOWING CODES: V.I. BUILDING CODE INTERNATIONAL BUILDING CODE 2003 NFPA LIFE SAFETY CODE 101-2000 ADA GUIDELINES, 28 CFR PART 36 ADAAG - LATEST ADDITION STANDARD 45 CFR 1304 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. 2. CONTRACTOR SHALL FURNISH & PLACE ALL SUPPORTS, TEMPORARY & PERMANENT. 3. CO-ORDINATE ALL STRUCTURAL WORK WITH ARCHITECTURAL, MECHANICAL & ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATIONS & DIMENSIONS OF CHASE INSERTS, OPENINGS, SLEEVES, DRIPS, DAMP-PROOFING, CURBS & OTHER PROJECT REQUIREMENTS. 4. ALL SHOP DRAWINGS SHALL BE SUBMITTED IN ACCORDANCE WITH SPECIFICATIONS. 5. THE CONTRACTOR SHALL USE ONLY APPROVED SHOP DRAWINGS FOR ERECTION IN THE FIELD WHICH ARE STAMPED BY THE ARCHITECT &/OR THE ENGINEER. 6. UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. MASONRY 1. ALL MASONRY WORK SHALL CONFORM TO THE LATEST "AMERICAN STANDARD BUILDING CODE REQUIREMENTS FOR MASONRY". 2. ALL CONCRETE BLOCK SHALL BE LOAD BEARING CONCRETE MASONRY UNITS, CONFORMING TO A.S.T.M. C 90, WITH A MINIMUM COMPRESSIVE STRENGTH, ON NET AREA, OF 1,500 P.S.I. 3. MORTAR FOR MASONRY UNITS SHALL BE TYPE S CONFORMING TO A.S.T.M. C 270. 4. MASONRY SHALL BE REINFORCED AS SHOWN ON DRAWINGS. 5. GROUT SHALL BE FINE GROUT CONFORMING TO A.S.T.M. C 476 & SHALL ATTAIN A 28 DAY COMPRESSIVE STRENGHT OF 2,000 P.S.I. 6. HIGH LIFT GROUT, IF USED, SHALL NOT BE PLACED UNTIL THE ENTIRE WALL HAS REACHED AN AGED OF 3 DAYS. CONCRETE 1. ALL CONCRETE WORK & REINFORCING BAR DETAILS SHALL CONFORM TO THE LATEST A.C.I. CODE. 2. ALL CONCRETE SHALL ATTAIN A 28 DAY COMPRESSIVE STRENGHT OF 4,000 P.S.I. 3. REINFORCING SHALL BE STANDARD HIGH BOND DEFORMED BARS, & SHALL BE INTERMEDIATE GRADE, NEW BILLET STEEL MEETING A.S.T.M. 615 SPECIFICATIONS, GRADE 60. 4. REINFORCING BARS SHALL BE PLASTIC COATED. 5. CLEAR COVER TO MAIN REINFORCING BARS SHALL BE : - A. B. WHERE FORMED FACE OF CONCRETE IS IN CONTACT WITH BACKFILL OR EXPOSED TO THE WEATHER, 1 1/2" . #5 BARS OR LESS. C. ALL CONTINUOUS REINFORCING BARS SHALL BE LAPPED 30 DIAMETERS AT SPLICES & AT CORNERS, UNLESS SHOWN OTHERWISE. 6. D. IN SLABS AT TOP FACE, 3/4". E. BEAMS & COLUMNS, 1 1/2". WHERE UNFORMED FACE OF CONCRETE IS IN CONTACT WITH SUBGRADE, 3" EXCEPT SLABS & TROWELLED TOPS OF FOOTINGS, 1 1/2". #5 BARS OR LESS. AT INTERIOR EXPOSED FACES OF WALL 1". LUMBER 1. ALL FRAMING LUMBER SHALL COMPLY TO NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER & ITS FASTENING, LATEST EDITION, AMENDED TO DATE. 2. ALL FRAMING LUMBER SHALL BE PROTECTED FROM LONG EXPOSURE TO THE WEATHER. 3. FRAMING LUMBER SHALL BE #2 MIN. KILN DRIED & TREATED SOUTHERN YELLOW PINE OR EQUAL HAVING A MIN. ALLOWABLE REPETITIVE BENDING STRESS Fb = 1,200 P.S.I. 4. ALL METAL ANCHORS, NAILS, TIES, SCREWS ETC. SHALL BE GALVANIZED. THE VARIOUS PORTIONS OF THE STRUCTURE ARE DESIGNED TO CARRY THE FOLLOWING LIVE LOADS. DESIGN WIND SPEED SLOPING ROOF WALLS (PRIMARY FRAMES) FLOORS 42 P.S.F. INWARD,26 P.S.F OUTWARD 40 P.S.F. 150 M.P.H. 36 P.S.F. NET UPLIFT MAP OF ISLAND MAP SITE LOCATION THE deJONGH GROUP P.C. ARCHITECTS AND PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 ARCHITECT ENGINEER SURVEYOR CONSULTANT SITE ST THOMAS MAP SITE PLAN SITE G1.00 COVER SHEET C1.00 SITE PLAN D1.01 FIRST FLOOR DEMOLITION PLAN D2.01 A1.01 PROPOSED FIRST FLOOR PLAN A2.01 INTERIOR, DOOR, AND WINDOW SCHEDULES & DOOR ELEVATIONS D1.00 DEMOLITION NOTES DEMOLITION AND PROPOSED WEST ELEVATION AND INTERIOR RESTROOM 2 ELEVATION A2.02 WALL TYPES & DETAILS A2.03 PROPOSED ROOF PLAN A3.01 INTERIOR RESTROOM ELEVATIONS A4.01 S1.01 PROPOSED FIRST FLOOR STRUCTUAL SLAB PLAN CONTRACTOR SHALL REFER TO SPECIFICATIONS. 7. G1.01 GENERAL NOTES FE1.01 FIRE SAFETY LAYOUT A5.01 RAMP 1 FLOOR, FOUNDATION, SLAB PLANS AND DETAILS A5.02 RAMPS 2 & 3 FLOOR, FOUNDATION, SLAB PLANS AND DETAILS A5.03 RAMP 4 FLOOR, FOUNDATION, SLAB PLANS AND DETAILS M2.01 AIR CONDITION CONDENSING UNIT AND RACK DETAILS M2.02 AIR CONDITION DETAILS AND NOTES A6.01 REFLECTED CEILING PLAN CEILING DETAILS E1.01 FIRST FLOOR LIGHTING PLAN E2.01 PROPOSED FIRST FLOOR POWER PLAN M1.01 PROPOSED FIRST FLOOR AIR CONDITION LAYOUT SECTION A-A A4.02 A7.01 PROPOSED FIRST FLOOR FURNITURE LAYOUT ROOF PLAN OVER RESTROOM #3 BLDG. F A3.02 S1.02 BUILDING F FOUNDATION, FLOOR FRAMING & SLAB PLAN S1.03 BUILDING F FIRST FLOOR DETAILS P1.01 PROPOSED FIRST FLOOR PLUMBING PLAN PLUMBING DIAGRAM & NOTES REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID G1.00 COVER SHEET a. FOOTINGS AND SLABS ON GRADE, 1 TO 1-1/4 INCH MAXIMUM. b. WALLS AND STRUCTURAL SLABS, 3/4 INCH MAXIMUM. 7. CONCRETE STRENGTH MIX DESIGN SHALL BE DOCUMENTED BY NEW OR EXISTING TEST REPORTS FROM APPROVED LICENSED TESTING LABORATORIES PRIOR TO BATCHING. 8. EXPOSED CONCRETE FORMING AND FINISH SHALL BE AS NOTED ON ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR 9. PROJECTING CORNERS OF BEAMS, COLUMNS, ETC. SHALL BE FORMED WITH 3/4 INCH CHAMFER, UNLESS OTHERWISE DETAILED. 10. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE THE SPECIFIED CHAMBERS SHOWN ON THE DRAWINGS. 11. SHORING OF STRUCTURAL SLABS: a. ALL SHORING AND RESHORING SHALL BE DONE IN ACCORDANCE WITH ACI STANDARD RECOMMENDED PRACTICE FOR CONCRETE b. ONE HUNDRED PERCENT SHORING AND FORMS SHALL REMAIN IN PLACE FOR 14 DAYS MINIMUM. SHORING MAY BE REDUCED TO 50 PERCENT AFTER 14 DAYS, PROVIDED CONCRETE STRENGTH EQUALS AT LEAST 75 PERCENT OF DESIGN STRENGTH. c. RESHORES SHALL NOT BE REMOVED IF CONCRETE STRENGTH DOES NOT MEET SPECIFIED STRENGTH AT 28 DAYS. d. NEWLY PLACED SLABS SHALL NOT BE USED TO SUPPORT SLABS ABOVE UNTIL THE LOWER SLAB HAS CURED FOR 5 DAYS, MINIMUM. SHORING TO SUPPORT UPPER LEVEL SLAB MAY BE PLACED WITHIN 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE UNLESS MORE STRINGENT REQUIREMENTS ARE REQUIRED IN THE PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL VERIFY IN THE FIELD ALL CONDITIONS, ELEVATIONS AND DIMENSIONS BEFORE STARTING WORK. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 3. THE CONTRACTOR SHALL INFORM THE ARCHITECT AND ENGINEER IN WRITING OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR OF ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO CODES, RULES AND REGULATIONS. UPON RECEIPT OF SUCH INFORMATION, THE ENGINEER WILL SEND WRITTEN INSTRUCTIONS TO ALL CONCERNED, AND WORK SHALL BE PERFORMED IN A MANNER AS DIRECTED BY THE ENGINEER. ANY SUCH DISCREPANCY, OMISSION, OR VARIATION NOT REPORTED, SHALL BE THE RESPONSIBILITY OF THE 4. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE METHOD OF CONSTRUCTION. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE TEMPORARY BRACES, SHORES AND GUYS, WHEREVER NECESSARY TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED DURING CONSTRUCTION, INCLUDING ERECTION OF EQUIPMENT AND ITS OPERATION. THIS TEMPORARY SUPPORT SYSTEM SHALL HOLD ALL ELEMENTS AND MEMBERS IN THEIR FINAL POSITION UNTIL TOTALLY AND FINALLY CONNECTED TO THE PERMANENT BRACING 6. THE TYPICAL NOTES AND DETAILS SHALL APPLY IN ALL CASES UNLESS SPECIFIC DETAILS OCCUR ELSEWHERE. WHERE NO DETAIL IS SHOWN, CONSTRUCTION SHALL BE AS FOR SIMILAR WORK. 7. REQUIRED INSPECTIONS BY VIRGIN ISLANDS DEPARTMENT OF PLANNING AND NATURAL RESOURCES (BUILDING DEPARTMENT): 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTIITUTE (ACI) - BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318- LATEST REVSION). 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AFTER 28 DAYS EQUAL TO OR GREATER THAN 4,000 PSI. 3. CONTINUOUS INSPECTION REQUIRED FOR ALL CONCRETE. INSPECTION BY BUILDING INSPECTOR REQUIRED FOR PLACEMENT OF REINFORCING STEEL PRIOR TO PLACING CONCRETE. CONTINUOUS INSPECTION IS NOT REQUIRED DURING PLACING CONCRETE OR 4. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF) UNLESS NOTED AS LIGHTWEIGHT CONCRETE. 5. PORTLAND CEMENT: ASTM C150, TYPE I OR TYPE II, LOW ALKALI. 6. CONCRETE AGGREGATE SHALL CONFORM TO ASTM C33 WITH THE FOLLOWING NOMINAL LIMITATIONS: FORMWORK (ACI - 347). THE 5 DAY CURING PERIOD. REINFORCING. DETAILS. a. FOUNDATIONS ELEMENTS. b. CONCRETE c. MASONRY B. CONCRETE: GENERAL NOTES A. GENERAL : CONTRACTOR. 4. ALL MORTAR AND GROUT SHALL HAVE A MINIMUM 28 DAYS ANSI/NFoPA NDS - 1991 - NATIONAL DESIGN STANDARDS. 3. PLYWOOD SHEATHING - PRESSURE TREATED (U.S. PS1-83) WITH EXTERIOR GLUE AND APA RATED. 4. ALL NAILING SHALL BE IN ACCORDANCE WITH IBC REQUIRMENTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. USE COMMON WIRE NAILS. NAILING OF ROOF, FLOOR AND SHEARWALL SHEATHING SHALL BE INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT BEFORE 5. BOLTS SHALL COMPLY WITH ASTM A-307, BOLT HOLES IN WOOD SHALL BE 1/16 INCH MAXIMUM OVERSIZE. ALL BOLT HEAD AND NUTS BEARING ON WOOD SHALL HAVE STEEL WASHERS. 6. NO LENGTH OF SPLIT IN MEMBER SHALL EXCEED THE WIDTH OF 7. CONNECTOR DESIGNATIONS REFER TO STRONG-TIE CONNECTORS BY SIMPSON COMPANY. ALL CONNECTORS TO BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 8. ANY HOLE THROUGH STRUCTURAL MEMBERS FOR PIPES OR CONDUIT 9. NAIL ALL 2X DOUBLE JOIST WITH 16d NAILS AT 9 INCH ON 10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS. 11. FOR SIZE AND LOCATION OF ROOF, FLOOR AND WALL OPENINGS, SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. FRAME ALL FOUR SIDES OF OPENING WITH ADEQUATE MEMBERS AND 12. PROVIDE DOUBLE STUDS UNDER ALL BEAM ENDS UNLESS NOTED OTHERWISE AND CARRY STUDS DOWN TO FOUNDATION. SHALL BE VERIFIED WITH THE STRUCTURAL ENGINEER. SPAN. CONTACT STRUCTURAL ENGINEER IF CLARIFICATION IS NEEDED. TOLERANCE SHALL BE AS PER ACI 318. 7. SPLICES IN HORIZONTAL WALL REINFORCEMENT SHALL BE STAGGERED 3'-0" MINIMUM FROM SPLICE CENTERLINE. WHERE WALLS HAVE TWO LAYERS OF REINFORCING, SPLICES SHALL NOT OCCUR IN 8. ALL REINFORCING SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED AND SHALL BE SECURED AGAINST DISPLACEMENT WITHIN PERMITTED TOLERANCE, CLEARANCE FOR REBAR SHALL BE SHOWN IN DETAIL OR CALLED IN NOTES. 9. PROVIDE SLEEVES FOR PLUMBING MECHANICAL AND ELECTRICAL OPENINGS IN THE CONCRETE MEMBERS BEFORE PLACING CONCRETE. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED EXCEPT WHERE SHOWN ON DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. THE SAME LOCATION. a. GROUT MIX SHALL BE IN ACCORDANCE WITH IBC STANDARDS. 9. GROUT ALL CELLS, UNLESS OTHERWISE NOTED. 10. USE BOND BEAM UNITS AT HORIZONTAL REINFORCING. 11. LOCATE REBARS ABOUT CENTERLINE OF MASONRY WALL UNLESS COMPRESSIVE STRENGTH EQUAL TO 1800 PSI AND 2000 PSI, RESPECTIVELY. ADMIXTURES WHEN USED SHALL BE PER MANUFACTURER'S RECOMMENDATION AND WITH APPROVAL OF THE 5. PORTLAND CEMENT - ASTM C150, TYPE II, LOW ALKALI. 6. MORTAR MIX - 1:3 WITH 1/4 PART LIME PUTTY, TYPE S. 7. GROUT MIX - 1:3 WITH 2 PARTS PEA GRAVEL. 5. MINIMUM CLEARANCE BETWEEN REINFORCING AND FACE OF b. CONCRETE BELOW GRADE (FORMED) = 2" d. CONCRETE WALLS, INTERIOR WALLS = 2" e. CONCRETE SLAB (STRUCTURAL) = 2" f. CONCRETE BEAMS AND COLUMNS = 2" CONCRETE SHALL BE AS FOLLOWS (UNLESS SHOWN OTHERWISE): a. CONCRETE BELOW GRADE (CAST AGAINST SOIL) = 3" c. CONCRETE WALLS EXPOSED TO WEATHER = 2" 6. SPLICES IN COLUMNS AND BEAMS SHALL OCCUR ONLY WHERE DETAILED. SPLICES IN CONTINUOUS GRADE BEAMS SHALL OCCUR AT 1/3 BETWEEN MASONRY, UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED ON PLANS. 13. ALL WOOD PLATES TO BE BOLTED TO THE TOP OF MASONRY WALLS SHALL BE SET ON A MORTAR BED, TO PROVIDE UNIFORM BEARING. D. REINFORCING STEEL FOR CONCRETE AND MASONRY: 1. REINFORCING BARS: ASTM A615, GRADE 60. ALL REINFORCING STEEL THAT IS TO BE WELDED SHALL CONFORM TO ASTM A706, a. CONCRETE SEE SCHEDULE ON DRAWING. b. MASONRY SEE SCHEDULE ON DRAWING. 3. WELDING ELECTRODES: AWS D1.4, CLASS E90, LOW HYDROGEN. 4. MINIMUM SPLICE LENGTHS, UNLESS DETAILED OTHERWISE: c. WELDED WIRE FABRIC SHALL BE SPLICED WITH A MINIMUM LAP OF 2. WELDED WIRE FABRIC: ASTM A185. 12. ALL WALLS SHALL BE CONSTRUCTED USING 1/2 RUNNING BOND 12 INCHES. 8. GROUT REQUIREMENTS: DETAILED OTHERWISE. BUILDING OFFICIAL. CONNECTORS. THE MINOR FACE. COVERING.USEONLY ACQ APPROVED CONNECTORS CENTER, STAGGERED. E. NON-SHRINK GROUT OR DRYPACK: 1. NON-SHRINK GROUT OR DRYPACK SHALL CONSIST OF A PREMIXED 2. MINIMUM FORMULA REQUIREMENTS. a. NO SHRINKAGE AFTER PLACEMENT. b. NO EXPANSION AFTER SET (ASTM C-827). c. INITIAL SET UP TIME NOT LESS THAN 45 MINUTES (ASTM C-1911). d. ONE DAY COMPRESSIVE STRENGTH = 3000 PSI (ASTM C-109). e. f'c AT 28 DAYS = 5000 PSI. 1. ALL LUMBER SHALL BE SOUTHERN YELLOW PINE, GRADE #1 - PRESSURE TREATED, UNLESS OTHERWISE NOTED. 2. ALL FRAMING LUMBER SHALL BE S4S. LUMBER DESIGN BASED ON NON-METALLIC FORMULA. 1. CONCRETE BLOCK MASONRY UNITS: ASTM C90, UNIT AREA STRENGHT F'm = 1900 PSI, MEDIUM WEIGHT. MASONRY UNIT COLOR AND FACE TEXTURE AS NOTED ON ARCHITECTURAL DRAWINGS. DESIGN 2. MASONRY UNIT SHALL HAVE BEEN CURED FOR NOT LESS THAN 28 DAYS AND SHALL BE CLIMATIZED TO SITE BEFORE PLACED IN b. SAMPLING AND PLACING OF MASONRY UNITS. c. PLACEMENT OF REINFORCEMENT. DURING ALL GROUTING OPERATIONS. a. PREPARATION AND FORMING OF WALL PRISMS. d. GROUT SPACE IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS AND 3. CONTINUOUS INSPECTION IS REQUIRED, UNLESS NOTED OTHERWISE, STRENGHT f'm = 1500 PSI. BUILDING. C. MASONRY: FOR: F. LUMBER: SYMBOLS LEGEND EXISTING CONCRETE SLAB NEW CONCRETE SLAB CONTRACTOR SHALL VERIFY ALL SITE DIMENSIONS IN THE FIELD 12. CONTRACTOR SHALL REFER TO SPECIFICATIONS. REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID GENERAL NOTES G1.01 NORTH GENERAL GADE EXISTING PARKING STEEL GATE WROUGHT IRON GATE WROUGHT IRON GATE UP UP UP UP UP UP ISLAND FAIR DEPARTMENT STORE KRONPRINDSENS GADE EXISTING FENCE TO REMAIN AREA OF RENOVATION BUILDING "A" BUILDING "A" BUILDING "F" BUILDING "D" BUILDING "E" AREA OF RENOVATION AREA OF RENOVATION EXISTING TREE TO BE REMOVED 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2012 INTERNATIONAL REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 1 SCALE: 1/16" = 1'-0" SITE PLAN SITE PLAN C1.00 2 NO TO SCALE GENERAL NOTES REMOVE ALL COUNTERS SURFACES AND FRAMING THAT SUPPORTS IT. DEMOLITION NOTES GENERAL NOTES PRIOR TO ALL DEMOLITION WORK IDENTIFY & LABEL ALL MECHANICAL, ELECTRICAL, AND PLUMBING COMPONENTS AND FUNCTIONS. PROVIDE GRAPHIC SCHEMATIC DIAGRAM SHOWING CIRCUITRY OF ELECTRICAL COMPONENTS TO REMAIN BOTH THE: ORIGIN & RESPECTIVE PANEL TO WHICH THEY RELATE. ALL ELECTRICAL DEMOLITION TO BE PERFORMED BY A QUALIFIED PROFESSIONAL CONTRACTOR LICENSED IN THE U.S. VIRGIN ISLANDS. No. 1& 2 OF DEMOLITION NOTES ARE APPLICABLE TO ALL DRAWING SHEETS. 13 DESCRIPTION PLUMBING DEMOLITION KEY FIXTURE URINAL WATER CLOSET KITCHEN SINK LAVATORY SINK DESCRIPTION WALL DEMOLITION KEY LINE TYPE REMOVE PARTITION DRYWALL AND FRAMING EXISTING TO REMAIN EXISTING COLUMN TO REMAIN EXISTING WINDOW TO REMAIN NEW WALL PATCH AND SCRAPE MASS MASONRY EXT. WALLS. EXISTING WINDOW TO BE REMOVED EXISTING DOOR TO REMAIN EXISTING DOOR TO BE REMOVED DEMOLITION NOTES CONTRACTOR SHALL VISIT AND EXAMINE THE SITE & STRUCTURE TO VERIFY ALL QUANTITIES AND EXISTING CONDITIONS TO BE REMOVED. REMOVE ALL DEBRIS FROM CONSTRUCTION SITE AND DISPOSE OF DEBRIS IN A MANNER AS PER VI CODE. REMOVE PAINT AND RECONDITION ALL WALLS TO REMIAN IN PREPARATION OF NEW PAINT. SCRAPE PATCH AND REPAIR EXTERIOR MASS MASONRY WALL TO RECEIVE NEW HIGH PERFORMANCE COATING. REMOVE ALL EXISITING WALL BOARDS ATTACHED TO WALLS. THIS SHALL INCLUDE BUT IS NOT LIMITED TO THE REMOVAL OF ALL WOOD CASED OPENINGS, DOORS, FRAMES AND TRIM, WOOD BASE, WINDOW TRIM ETC.. CHECK EXISTING WALL FRAMING FOR INSECTS, WATER, EVIDENCE OF MOLD AND OTHER DAMAGE. SAFEGUARD ALL DOORS, FRAMES, & HARDWARE FOR POTENTIAL SALVAGE & REUSE IN OTHER LOCATIONS. REUSE TO BE DETERMINED BY ARCHITECT. SEE FLOOR PLAN FOR NEW WORK. REMOVE ALL COMPROMISED ELECTRICAL WORK WHICH INCLUDES BUT IS NOT LIMITED TO ALL OUTLETS, SWITCHES, LIGHTS: CEILING AND WALL, EXIT SIGNS, EMERGENCY LIGHTS, PHONE OUTLETS, CEILING FANS, PANELS AND WIRING AND CEILING FANS. SEE ELECTRICAL DRAWINGS FOR NEW WORK. REMOVE EXISTING PLUMBING AND MECHANICAL EQUIPMENT WHICH INCLUDES BUT IS NOT LIMITED TO ALL PLUMBING FIXTURES AND PIPES: BOTH WATER, AND WASTE, VENT PIPES, MECHANICAL GRILLS AND DUCTWORK SUPPLY, RETURN AND EXHAUST, ALL MECHANICAL EQUIPMENT AND THERMOSTATS AS REQUIRED. SAFEGUARD ALL URINALS, WATER CLOSETS, SINKS BOTH: BATHROOM & KITCHEN AND RELATED COMPONENTS FOR POTENTIAL SALVAGE & REUSE IN OTHER LOCATIONS. REUSE TO BE DETERMINED BY ARCHITECT. SEE MECHANICAL AND PLUMBING DRAWINGS FOR NEW WORK. REMOVE EXSITING DOORS AND CONTRACTOR SHALL DISPOSE OR STORE AS PER TH E ARCHITECT/ OWNERS REQUEST. REMOVE ALL EXISTING WINDOWS AS NOTED. SEE WINDOW SCHEDULE FOR NEW WORK. REMOVE AND SAFEGUARD ALL CHAIRS, DESKS, CUBICLES & PARTITIONS IN THERE ENTIRETY. ALL CHAIRS, DESKS, CUBICLES & PARTITIONS TO BE STORED IN LOCATION DESIGNATED BY OWNER FOR POTENTIAL SALVAGE & REUSE IN OTHER LOCATIONS. REUSE TO BE DETERMINED BY OWNER. 2 3 4 6 7 9 10 11 12 1 REMOVE EXISTING BI FOLD DOORS AND REPAIR FRAME AS REQUIRED AS PER PROPOSED FLOOR PLAN. 5 REMOVE ALL EXISTING PLUMBING FIXTURES AND PREPARE AREA TO RECEIVE NEW FIXTURES. STORE REMOVED FIXTURES FOR POTENTIAL SALVAGE & REUSE IN OTHER LOCATIONS. SEE FLOOR PLAN FOR PROPOSED WORK. DEMOLITION NOTES 14 REMOVE EXISTING EXTERIOR DOOR AND PREPARE OPENING TO RECEIVE NEW WINDOW (SEE WINDOW SCHEDULE) 18 RAMPS TO BE REMOVED AND RECONSTRUCTED TO COMPLY WITH ADA REGULATIONS. 19 CONTRACTOR SHALL REMOVE ALL PARTITION COMPARTMENTS AND PLUMBING FIXTURES. RESTROOM TO BE RENOVATED IN COMPLIANCE WITH ADA REGULATIONS. COORDINATE NEW LAYOUT WITH EXISTING PLUMBING LINES. 20 21 22 REMOVE EXISTING FLOORING MATERIAL AND PREPARE FLOOR FOR NEW ELEC. AND MECHANICAL TRENCH.AS DENOTED ON PROPOSED FLOOR PLAN. 23 REMOVE EXISTING FLOOR AND WALL TILE IN RESTROOMS AND REPLACE ANY EXISTING SHEATHING WITH CEMENT BOARD AND PREPARE AREA TO RECEIVE NEW WALL TILE AND FLOOR TILE. 15 CONTRACTOR TO VERIFY IF FLOOR DRAINS EXIST IF SO THEN SNAKE AND CLEAN OUT ALL EXISTING FLOOR DRAINS IN PREPARATION FOR NEW CONNECTIONS. 16 WALLS AND FLOORS TO HAVE TRENCH TO PREPARE FOR NEW ELECTRICAL AND MECHANICAL CONDUIT (SEE PROPOSED PLAN) 17 REMOVE EXISTING PLANTER ON EXTERIOR EAST SIDE OF BUILDING AS NOTED CONTRACTOR SHALL REMOVE ALL ACOUSTICAL CEILING TILE AND LIGHTING FIXTURES . REMOVE ALL POWER ASSOCIATED WITH THE DENOTED AREAS AND SET UP TEMPORARY POWER AS PER THE ARCHITECTS REQUEST IF AND PREPARE AREA FOR NEW POWER AND ELECTRICAL CONNECTIONS. REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 1 NOT TO SCALE DEMOLITION NOTES DEMOLITION NOTES D1.00 O.C. & B.S. ISLAND FAIR DEPARTMENT STORE (N.I.C.) UP UP 3 3 3 3 3 3 3 3 3 3 3 3 3 FIRST FLOOR BUILDING F FIRST FLOOR BUILDING E NEW PLANTER OFFICE SWING SPACE DEPT. OF FINANCE ADA ACCESS AND UP ISLAND FAIR DEPARTMENT STORE (N.I.C.) LEGEND EXISTING TO REMAIN EXISTING TO BE REMOVED N.I.C. NOT IN CONTRACT 6 6 6 6 6 6 6 6 6 20 20 20 20 SEE SHEET D1.00 FOR NOTES. PREPARE AREA TO RECEIVE NEW RAMPS, STAIRS, ELEVATOR & DRAINAGE LAYOUT AREA OF RENOVATION ISLAND FAIR DEPARTMENT STORE (N.I.C.) EXISTING BUILDING TO REMAIN EXIST. BLDG. TO REMAIN (N.I.C.) EXIST. TO BE RENOVATED EXIST. BLDG. TO REMAIN EXIST. BLDG. TO REMAIN (N.I.C.) EXIST. BLDG. TO REMAIN (N.I.C.) FIRST FLOOR PLAN - BUILDING D - OFFICES B.I.T. & D.O.F. UP UP 3 3 3 3 UP 3 3 3 3 3 3 3 3 3 3 3 3 3 FIRST FLOOR BUILDING F UP UP UP DN. FIRST FLOOR BUILDING E NEW PLANTER UP 110 OFFICE SWING SPACE DEPT. OF FINANCE ADA ACCESS AND GENERAL ENTRY STEEL GATE UP ISLAND FAIR DEPARTMENT STORE (N.I.C.) GENERAL GADE PARTIAL RENOVATION LEGEND EXISTING TO REMAIN EXISTING TO BE REMOVED N.I.C. NOT IN CONTRACT EXISTING COLUMNS 6 6 6 6 6 6 6 6 6 20 20 20 20 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 SECOND FLOOR SEE SHEET D1.00 FOR NOTES. PREPARE AREA TO RECEIVE NEW RAMPS, STAIRS, ELEVATOR & DRAINAGE LAYOUT REMOVE ALL EQUIP. & APPLIANCES TO PREPARE FOR NEW DRAINAGE LAYOUT & SLAB REMOVE ALL EQUIP. & APPLIANCES TO PREPARE FOR NEW DRAINAGE LAYOUT & SLAB PREP AREA FOR NEW ELEVATOR AREA OF RENOVATION REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 2 SCALE: 1/8" = 1'-0" FIRST FLOOR DEMOLITION PLAN 1 SCALE: 1/16" = 1'-0" FIRST FLOOR DEMOLITION PLAN FIRST FLOOR DEMOLITION PLAN D1.01 O.C. & B.S. EXISTING SECTION / ELEVATION BUILDING A EXISTING WEST ELEVATION BUILDING F EXISTING DOORS & WINDOWS TO BE REMOVED. PREPARE TO RECEIVED NEW WINDOWS EXISTING STAIR AND LANDING TO BE REMOVED PREPARE FOR NEW SLOPED TO ENTRY AREA (N.I.C.) MATCH LINE EXISTING WINDOWS TO REMAIN 100 111 112 113 EXISTING DOORS & WINDOWS TO REMAIN PROPOSED SECTION / ELEVATION BUILDING A PROPOSED WEST ELEVATION BUILDING F NEW WINDOWS MATCH LINE NEW STAIR AND HANDRAIL EXTERIOR COLORS TO MATCH EXISTING A B C D 5'-0" 4'-10" AIR HAND DRYER TOILETPAPER DISPENSER THRESHOLD 6"X6" FLOOR TILE SOAP DISPENSER MIRROR LAVATORY WATER CLOSET FURRED WALL PAINTED GYPSUM BOARD SOAP DISPENSER LAVATORY WATER CLOSET BASE PLATE 4" 3'-1 1/2" 4" MIRROR WAINSCOTT 6"X6" WALL TILE 4" 3'-1 1/2" 4" 1'-7" BASE PLATE LAVATORY SOAP DISPENSER MIRROR TOILET PAPER DISPENSER WATER CLOSET WAINSCOTT PAINTED GYPSUM BOARD 4" 3'-1 1/2" 4" 1'-7" 4'-0" PAINTED GYPSUM BOARD AIR HAND DRYER TOILET PAPER DISPENSER BASE PLATE WAINSCOTT 6"X6" WALL TILE WATER CLOSET 4" 3'-1 1/2" 4" PAINTED GYPSUM BOARD WAINSCOTT 6"X6" WALL TILE BASE PLATE INTERIOR DOOR REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID SCALE: 1/8" = 1'-0" DEMOLITION WEST ELEVATION DEMOLITION SOUTH, EAST & WEST ELEVATION 1 D2.01 O.C. & B.S. 3 SCALE: 1/2" = 1'-0" UNISEX RESTROOM 2 FLOOR PLANS 2 SCALE: 1/8" = 1'-0" PROPOSED WEST ELEVATION 4 SCALE: 1/2" = 1'-0" UNISEX RESTROOM 2 INTERIOR ELEVATION A 5 SCALE: 1/2" = 1'-0" UNISEX RESTROOM 2 INTERIOR ELEVATION B 6 SCALE: 1/2" = 1'-0" UNISEX RESTROOM 2 INTERIOR ELEVATION C 7 SCALE: 1/2" = 1'-0" UNISEX RESTROOM 2 INTERIOR ELEVATION D UP UP 110 UP OFFICE SWING SPACE DEPT. OF FINANCE ADA ACCESS AND STAFF MEN'S WOMEN'S ELEVATOR 2 ELEVATOR 1 DOF PARKING TO REMAIN DN. -10" 0" 0" 0" -6" ADA ACCESS AND STAFF EXISTING COLUMNS STEEL GATE UP UP UP DN. COPY CENTER NEW STAIR DN. FIN 122 EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN NEW STAIRS RAMP NO.1 RAMP NO.3 T.B.D. LOBBY OUTLINE OF SECOND FLOOR ABOVE OUTLINE OF SECOND FLOOR ABOVE AREA OF RENOVATION N.I.C. SEE SHT A5.02 RAMP NO.3 SEE SHT A5.03 SEE SHT A5.02 SEE SHT A5.01 TEMPORARY ACCESSIBLE RAMP ADA ACCESS AND STAFF 102 101 103 104 105 106 107 108 109 110 111 112 113 114 115 116 118 117 FIN 141 FIN 142 101 102 103 104 105 106 107 108 109 110 FIN 119 FIN 143 FIN 120 FIN 121 48'-0"+/- 11'-2 +/- 10'-2 +/- 5'-1 +/- 18'-2 +/- 17'-0"+/- 12'-2"+/- 11'-6"+/- 11'-3 1/2" 13'-3 1/2" 5'-7 1/2" 7'-6" 7'-7" 8'-4" 2'-1 1/2" 4'-10 1/2" 6'-0" 11 1/2" 3'-0" 10 1/2" 5'-11" 3'-7" 3'-8 1/2" 2" 4'-0" 1'-11" 1'-8 1/2" 4'-0" 1'-1/2" 6'-0" 4'-1" 5'-4" 3'-5" 11'-8 1/2" 5'-8 1/2" 3'-5" 5'-0" 21'-11 1/2" 43'-4"+/- 6'-7 1/2" +/- 19'-1" +/- 5'-0" +/- 7'-5 1/2" +/- 7'-10 1/2" +/- 16'-9 1/2" +/- 8'-7 1/2" +/- 12'-0" +/- 18'-9 1/2" +/- 18'-5" +/- 20'-9" +/- 13'-9" 10'-0" 11'-0" 11'-0" 13'-9" +/- 9'-6" +/- 13'-9" +/- 9'-6" 8'-6 1/2" +/- 4'-3" +/- 4'-0" 8'-1" +/- 3'-8" +/- 5'-11 1/2" +/- 8'-9 1/2" +/- 11'-0" 8'-3 1/2" +/- 5'-0" 12'-0" 8'-9 1/2" +/- 57'-6" +/- 53'-10" +/- 22'-9 1/2" +/- 14'-1" +/- 5'-8 1/2" +/- 9'-1" +/- 14'-1" +/- 8'-6 1/2" +/- 5'-2" +/- 7'-1/2" +/- 9'-3 1/2" +/- 13'-5" +/- 4'-10 1/2" +/- 5'-3" 14'-0" +/- 3'-1 1/2" 7'-10 1/2" 11'-7" 100 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 11 10 13 13 13 13 13 13 13 13 13 10 13 12 12 13 13 13 12 12 12 13 13 13 13 13 13 13 13 10 19 19 6'-11 1/2" 8'-7" 5'-3" 11 11 RAMPS WITH INTEGRAL HANDRAILS ALUMINUM. RUBBER PADS BELOW ALL HOLD-DOWNS / CLEATS. Pviramps.com Ezaccess.com Handiramp.com 101 102 103 104 105 106 108 109 107 110 111 112 113 114 116 117 115 118 120 121 123 122 125 124 119 BIT-101 BIT-102 BIT-104 BIT-103 BIT-105 FIN-106 FIN-107 FIN-108 FIN-102A FIN-102B FIN-129 FIN-130 FIN-131 FIN-110 FIN-109 FIN-127 FIN-128 FIN-126 FIN-106A BIT-106 FIN-101 FIN-104 FIN-103 BIT-107 OFFICE CONFERENCE ROOM COPY CENTER AND SUPPLIES OFFICE OFFICE OFFICE AREA A/C ROOM RECEPTION / SPECIALIST UNISEX RESTRM. CORRIDOR NO.1 UNSEX RESTRM. STORAGE NO.1 OFFICE AREA OFFICE OFFICE STORAGE NO.2 UNISEX RESTRM. T.B.D. RAMP NO.2 OFFICE AREA SERVER CLOSET EXISTING TO REMAIN DATA CLOSET CONFERENCE TRAINING ROOM STORAGE & CONTROL STORAGE RAMP NO.4 COMPUTER TRANING LAB LOBBY NO.1 FURNITURE TROLLEY LOBBY NO.2 COPY CENTER ISLAND FAIR DEPARTMENT STORE (N.I.C.) UP ADA ACCESS AND STAFF MEN'S WOMEN'S DOF PARKING TO REMAIN DN. -10" 0" 0" 0" -6" ADA ACCESS AND STAFF ADA ACCESS AND STAFF COMPUTER TRAINING LAB ALT. 3 UP UP UP OFFICE SWING SPACE DEPT. OF FINANCE ADA ACCESS AND STAFF ELEVATOR 1 DOF PARKING TO REMAIN -6" COPY CENTER DN. EXISITNG TO REMAIN NEW STAIRS RAMP NO.1 RAMP NO.3 T.B.D. OUTLINE OF SECOND FLOOR ABOVE AREA OF RENOVATION SEE SHT A5.02 RAMP NO.3 SEE SHT A5.03 SEE SHT A5.02 SEE SHT A5.01 TEMPORARY ACCESSIBLE RAMP ADA ACCESS AND STAFF 102 101 103 104 105 106 107 108 109 110 111 112 113 114 115 116 118 117 101 102 103 104 105 106 107 108 109 110 6'-0" 11 1/2" 3'-0" 10 1/2" 5'-11" 3'-7" 3'-8 1/2" 2" 4'-0" 1'-11" 1'-8 1/2" 4'-0" 1'-1/2" 6'-0" 4'-1" 5'-4" 3'-5" 13'-9" 10'-0" 11'-0" 11'-0" 13'-9" +/- 9'-6" +/- 13'-9" +/- 9'-6" 8'-6 1/2" +/- 4'-3" +/- 4'-0" 8'-1" +/- 3'-8" +/- 5'-11 1/2" +/- 8'-9 1/2" +/- 11'-0" 8'-3 1/2" +/- 5'-0" 12'-0" 8'-9 1/2" +/- 57'-6" +/- 53'-10" +/- 22'-9 1/2" +/- 14'-1" +/- 5'-8 1/2" +/- 9'-1" +/- 14'-1" +/- 8'-6 1/2" +/- 5'-2" +/- 7'-1/2" +/- 9'-3 1/2" +/- 13'-5" +/- 4'-10 1/2" +/- 3'-1 1/2" 100 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 11 10 13 13 13 13 13 13 13 13 13 10 13 12 12 13 13 13 12 12 12 13 13 13 13 13 13 13 13 10 19 19 6'-11 1/2" 8'-7" 5'-3" 11 11 RAMPS WITH INTEGRAL HANDRAILS ALUMINUM. RUBBER PADS BELOW ALL HOLD-DOWNS / CLEATS. Pviramps.com Ezaccess.com Handiramp.com 101 102 103 104 105 106 108 109 107 110 111 112 113 114 116 117 115 118 120 121 123 122 125 124 119 OFFICE CONFERENCE ROOM COPY CENTER AND SUPPLIES OFFICE OFFICE OFFICE AREA A/C ROOM RECEPTION / SPECIALIST UNISEX RESTRM. CORRIDOR NO.1 UNSEX RESTRM. STORAGE NO.1 OFFICE AREA OFFICE OFFICE STORAGE NO.2 UNISEX RESTRM. T.B.D. RAMP NO.2 OFFICE AREA SERVER CLOSET EXISTING TO REMAIN DATA CLOSET COPY CENTER ISLAND FAIR DEPARTMENT STORE (N.I.C.) UP ADA ACCESS AND STAFF DOF PARKING TO REMAIN -6" ADA ACCESS AND STAFF REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 2 SCALE: 1/8" = 1'-0" PROPOSED SECOND FLOOR PLAN 1 SCALE: 1/16" = 1'-0" PROPOSED FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN A1.01 (ENLARGEMENT) REMARKS NO. ROOM DESCRIPTION FLOOR BASE WAINS/ COAT WALLS NORTH EAST SOUTH WEST CEILING MATERIAL HGT. INTERIOR FINISH SCHEDULE 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 OFFICE COPY CENTER COPY CENTER AND SUPPLIES COPY CENTER UNISEX RESTROOM OFFICE SWING SPACE AREA RAMP NO.3 SERVER CLOSET PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. EXPOSED PAINTED G.W.B. PAINTED G.W.B. CER. TILE/ PTD. G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PTD WOOD PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. VINYL TILE VINYL TILE VINYL TILE VINYL TILE VINYL TILE CERAMIC TILE VINYL TILE VINYL TILE VINYL TILE PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. VINYL TILE PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. VINYL TILE ACOUST. TILE CERAMIC TILE ACOUST. TILE PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. VINYL TILE ACOUST. TILE PAINTED PAINTED G.W.B. PAINTED PAINTED G.W.B. VINYL TILE ACOUST. TILE PAINTED G.W.B. PAINTED G.W.B. PAINTED PAINTED G.W.B. VINYL TILE ACOUST. TILE PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. VINYL TILE CONFERENCE ROOM OFFICE OFFICE OFFICE UNISEX ROOM STORAGE UNISEX ROOM A/C ROOM CORRIDOR 1 PAINTED G.W.B. CERAMIC TILE CER. TILE/ PTD. G.W.B. CER. TILE/ PTD. G.W.B. CER. TILE/ PTD. G.W.B. CERAMIC TILE CER. TILE/ PTD. G.W.B. CERAMIC TILE CERAMIC TILE CER. TILE/ PTD. G.W.B. CER. TILE/ PTD. G.W.B. CER. TILE/ PTD. G.W.B. CERAMIC TILE EXPOSED EXPOSED EXPOSED EXPOSED EXPOSED EXPOSED EXPOSED EXPOSED OFFICE AREA PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. VINYL TILE EXPOSED EXPOSED EXPOSED EXPOSED RAMP NO.1 PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. VINYL TILE EXPOSED PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. VINYL TILE EXPOSED OFFICE PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. VINYL TILE EXPOSED OFFICE PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. VINYL TILE EXPOSED CER. TILE/ PTD. G.W.B. CERAMIC TILE CER. TILE/ PTD. G.W.B. CER. TILE/ PTD. G.W.B. CER. TILE/ PTD. G.W.B. CERAMIC TILE STORAGE PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. VINYL TILE ACOUST. TILE PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. VINYL TILE RAMP NO.2 VINYL TILE ACOUST. TILE ACOUST. TILE T.B.D. T.B.D. PAINTED PAINTED PAINTED VINYL FIRST FLOOR OFFICE SWING SPACE BUREAU INFORM. TECH. PTD WOOD PTD WOOD PTD WOOD PTD WOOD PTD WOOD PTD WOOD PTD WOOD PTD WOOD PTD WOOD PTD WOOD PTD WOOD PTD WOOD PTD WOOD PTD WOOD PTD WOOD PTD WOOD PTD WOOD PTD WOOD PTD WOOD PTD WOOD D A WOOD DOOR B BI FOLD WOOD DOOR C WOOD DOOR FIXED LOUVERS EXTERIOR WOOD DOOR WITH VISION PANEL PANIC HARDWARE CARD KEY ACCESS E DOUBLE/ METAL DOOR WITH LOUVERS F WOOD DOOR FIXED LOUVERS G METAL DOOR WITH VISION PANEL PANIC HARDWARE CARD KEY ACCESS 2 HOUR FIRE RATED TYPE DOOR FRAME REMARKS NOMINAL DOOR OPENING SIZE W H THK TYPE MAT'L FINISH TYPE MAT'L EXISTING NO. HARDWARE SET # 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 3'-0" WOOD STAINED METAL 7'-0" 3'-0" WOOD STAINED METAL 7'-0" 3'-0" WOOD STAINED 7'-0" 3'-0" WOOD STAINED 7'-0" 3'-0" WOOD STAINED 7'-0" 3'-0" WOOD STAINED 7'-0" 3'-0" WOOD STAINED 7'-0" EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING DOOR SCHEDULE A A A A A A A EXISTING EXISTING EXISTING EXISTING EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN B D 3'-0" 7'-0" 3'-0" 7'-0" METAL METAL METAL METAL METAL METAL METAL METAL METAL E D A F A WOOD STAINED WOOD STAINED WOOD STAINED WOOD STAINED 119 3'-0" 7'-0" METAL G WOOD STAINED FIRE RATED 2 HOURS WINDOW SCHEDULE TYPE WINDOW FRAME REMARKS WINDOW OPENING SIZE W H THK TYPE MAT'L FINISH TYPE MAT'L STAINED NO. STAINED B HURRICANE RESISTANT AND BULLET RESISTANT GLASS,W/TINT 4'-8" 101 102 103 104 105 106 107 108 109 110 6'-0" METAL STAINED 2'-0" 6'-0" 6'-0" 4'-8" 4'-8" 4'-8" 4'-0" 4'-8" 4'-0" 4'-8" 4'-0" 4'-8" 4'-0" 4'-8" 4'-0" 4'-8" 3'-0" 4'-8" HURRICANE RESISTANT AND BULLET RESISTANT GLASS,W/TINT A B B D D D D D C METAL METAL METAL METAL METAL METAL METAL METAL METAL A B C D HURRICANE RESISTANT GLASS WITH TINT CONC. WINDOW SILL HURRICANE RESISTANT GLASS WITH TINT CONC. WINDOW SILL EXTERIOR WINDOW EXTERIOR WINDOW EXTERIOR WINDOW EXTERIOR WINDOW REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID INTERIOR, WINDOW AND DOOR SCHEDULES & DOOR ELEVATIONS 2 NOT TO SCALE DOOR ELEVATIONS A2.01 O.C. & B.S. 1 NOT TO SCALE INTERIOR FINISH SCHEDULE REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID CEILING DETAIL 1 SCALE: 3"=1'-0" 2 3 4 5 6 7 8 9 CEILING DETAIL SCALE: 3"=1'-0" CEILING DETAIL SCALE: 3"=1'-0" CEILING DETAIL SCALE: 3"=1'-0" CEILING DETAIL SCALE: 3"=1'-0" CEILING DETAIL SCALE: 3"=1'-0" CEILING DETAIL SCALE: 3"=1'-0" CEILING DETAIL SCALE: 3"=1'-0" CEILING DETAIL SCALE: 3"=1'-0" CEILING DETAILS A2.02 1/2" FIBER ROCK WALL BOARD EACH SIDE INSULATION 3 1/2" METAL STUDS @ 16" O.C. 3 1/2" METAL STUDS @ 16" O.C. 1/2" FIBER ROCK WALL BOARD EACH SIDE INSULATION 3 1/2" METAL STUDS (2) 3 1/2" METAL STUDS METAL FRAME CONT. CAULK (typ.) PAINTED ANCHOR DOOR 1/2" FIBER ROCK WALL BOARD EACH SIDE INSULATION DOOR 1/2" FIBER ROCK WALL BOARD EACH SIDE INSULATION 3 1/2" METAL STUDS @ 16" O.C. (2) 3 1/2" METAL STUDS WOOD TRIM 2X WOOD FRAME DOOR JAMB DOOR 1/2" FIBER ROCK WALL BOARD EACH SIDE INSULATION 3 1/2" METAL STUDS @ 16" O.C. (2) 3 1/2" METAL STUDS WOOD TRIM 2X WOOD FRAME DOOR JAMB CERAMIC TILE DOOR (2) 3 1/2" METAL STUDS WOOD TRIM 2X WOOD FRAME DOOR JAMB 1/2" FIBER ROCK WALL BOARD EACH SIDE INSULATION METAL FRAME CONT. CAULK (typ.) PAINTED ANCHOR DOOR 1/2" FIBER ROCK WALL BOARD EACH SIDE INSULATION MTL. FRAME PAINTED 1/4" WIRE GLASS MTL. STOP PAINTED 1/2" FIBER ROCK WALL BD. BOTH SIDES ON 3 1/2" MTL. STUDS @ 16"o.c. CAULK CONT. METAL FRAME 1/2" FIBER ROCK BD. CONT. CAULK (typ.) BOTH SIDES W/ MTL. STUDS @ 16"O.C. PAINTED ANCHOR METAL STOP 1/4" WIRE GLASS METAL MULLION DOOR 5 3/4" DOOR DIM. PAINTED PAINTED MTL. STOP PAINTED 1/4" MONOLITHIC GLAZING MTL. FRAME PAINTED C 5 x 6.7 ANCHORED TO CONC. W/ 4"x1/2" 0 A.B. @ 24"o.c. SCREWED TO CHANNEL CAULK CONT. EXISTING WALL 2 1/2" METAL STUD @ 16" O.C. 1/2" FIBER ROCK WALL BD. CEMENT PLASTER NEW INSULATION 3 1/2" METAL STUD @ 16" O.C. (MAX) 1/2" FIBER ROCK WALL BOARD EACH SIDE TILE FINISH CEMENT PLASTER NEW INSULATION 3 1/2" METAL STUD @ 16" O.C. (MAX) 1/2" FIBER ROCK WALL BOARD EACH SIDE CEMENT PLASTER EACH SIDE EXISTING WALL 2 1/2" METAL STUD @ 16" O.C. 1/2" FIBER ROCK WALL BD. CEMENT PLASTER TILE FINISH CONT. METAL RUNNER MATCH EXISTING FIBER ROCK WALL BOARD ACOUSTIC SEALANT CONT. METAL RUNNER MATCH EXISTING METAL STUDS BOTH SIDES AT 16" O.C. MATCH EXISTING NOTE : GYPSUM BOARD ABOVE CEILING LINE SHALL BE TAPED BUT NOT PAINTED TYPICAL ALL PARTITIONS CEILING LINE UNDER SIDE OF EXISTING FLOOR OR ROOFING FLOOR SEE REFLECTED CEILING PLAN FOR HEIGHTS FLOOR BASE ACOUSTICAL INSULATION EXISTING WALL 2 1/2" METAL STUD @ 16" O.C. 1/2" FIBER ROCK WALL BD. CEMENT PLASTER (2) 3 1/2" METAL STUDS @ 16" O.C. 1/2" FIBER ROCK WALL BOARD EACH SIDE INSULATION 3 1/2" METAL STUDS @ 16" O.C. EXISTING CMU WALL METAL FLASHING GALV. ROOFING 2X6 2X6 @ EAVE 3/4" TREATED PLYWOOD 2X12 FASCIA BOARD 2X8 PLATE WITH 1/2" DIA. BOLTS @ 24" O.C. EXISTING ROOFING SIMPSON LUS28 2X8 LEGER WITH 1/2" DIA BOLTS @ 24" O.C. 3X6 RAFTERS @ 24" O.C. SIMPSON H3 EACH SIDE OF RAFTER EXISTING WALL BUILDING A BUILDING F SIMPSON LUS28 2X8 LEGER WITH 1/2" DIA BOLTS @ 24" O.C. 3X6 RAFTERS @ 24" O.C. SIMPSON H3 EACH SIDE OF RAFTER 2X6 @ EAVE 3/4" TREATED PLYWOOD 2X12 FASCIA BOARD 2X8 PLATE WITH 1/2" DIA. BOLTS @ 24" O.C. 2X4 PURLINS 30# FELT PAPER #4 @ 8" O.C. EACH WAY 8" +/- CONC. WALL #4 DOWELS @ 12" O.C. GROUTED WITH EPOXY 4" EMBEDED (4) #5 CONT. WITH #3 TIES @ 8" O.C. 8" +/- 1'-0" +/- #4 DOWELS @ 12" O.C. GROUTED WITH EPOXY 4" EMBEDED 5" GUTTERING EXISTING WALL (2) #4 CONT. EXISTING WALL METAL FLASHING GALV. ROOFING 2X6 NEW INSULATION 3 1/2" METAL STUD @ 16" O.C. (MAX) (2) 1/2" FIBER ROCK WALL BOARD EACH SIDE CEMENT PLASTER EACH SIDE REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 1 SCALE: 1" = 1'-0" WALL DETAIL 2 SCALE: 1" = 1'-0" DOOR JAMB DETAIL 3 SCALE: 1" = 1'-0" DOOR JAMB DETAIL 4 SCALE: 1" = 1'-0" DOOR JAMB DETAIL 5 SCALE: 1" = 1'-0" DOOR HEAD DETAIL 6 SCALE: 1" = 1'-0" DOOR HEAD DETAIL WALL TYPES & DETAILS A2.03 O.C. & B.S. 7 NOT TO SCALE DOOR JAMB DETAIL 14 NOT TO SCALE DOOR JAMB DETAIL 8 NOT TO SCALE DOOR HEAD DETAIL 9 NOT TO SCALE DETAIL 10 NOT TO SCALE WALL TYPE 11 NOT TO SCALE WALL TYPE 12 NOT TO SCALE WALL TYPE 13 NOT TO SCALE WALL TYPE 15 NOT TO SCALE WALL DETAIL 16 NOT TO SCALE WALL DETAIL (PLAN VIEW) (PLAN VIEW) 17 SCALE: 3/4" = 1'-0" ROOF DETAIL 18 SCALE: 3/4" = 1'-0" ROOF DETAIL 19 NOT TO SCALE WALL TYPE (FIRE WALL) NORTH GENERAL GADE EXISTING PARKING UP UP UP UP UP UP UP UP UP UP UP UP STEEL GATE SLOPE ISLAND FAIR DEPARTMENT STORE A/C A/C A/C A/C A/C A/C A/C DUCT EXISTING ROOF TO REMAIN (NIC) EXISTING ROOF TO REMAIN (NIC) EXISTING DEPARTMENT STORE (NIC) EXISTING ROOF TO REMAIN EXISTING ROOF TO REMAIN NEW ROOF EXIST. ROOF TO REMAIN EXISTING ROOF TO REMAIN EXISTING ROOF TO REMAIN (NIC) NIC - NOT IN CONTRACT LEGEND EXISTING ROOF TO REMAIN AREA OF RENOVATION KRONPRINDSENS GADE (NIC) ISLAND FAIR DRAIN CLOGGED DOWNSPOUT TO PLANTER DOWNSPOUT TO CISTERN DOWNSPOUT TO BLDG 'A' DOWNSPOUT TO STORM DRAIN DOWNSPOUT TO STORM DRAIN RECOAT BLDG A AND F AS PER SPECIFICATIONS REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID A3.01 OF PROPOSED ROOF PLAN O.C. & B.S 1: 12 SLOPE 5" PVC GUTTERING 3" DOWNSPOUT GLAV. ROOFING METAL FLASHING EXISTING WALL EXISTING WALL 2X12 FASCIA BD. 3X6 RAFTERS @ 24" O.C. 2X8 LEDGER 8"X12" CONC. BEAM 2X12 FASCIA BD. 2X12 FASCIA BD. 18 A2.03 A3.02 RAMP NO.3 4 COPY CENTER STORAGE UNISEX RESTROOM #3 AREA OF NEW ROOF LOCATION METAL GALV. ROOFING INSULATION 3/4" TREATED PLYWOOD 3X6 RAFTERS @ 16" O.C. 2X12 FASCIA BOARD 2X8 PLATE WITH 1/2" DIA. BOLTS @ 24" O.C. #4 @ 8" O.C. EACH WAY 8" +/- CONC. WALL EXISTING WALL (2) #4 CONT. #4 DOWELS @ 12" O.C. GROUTED WITH EPOXY 4" EMBEDED EXISTING COLUMN 2 1/2" METAL STUD @ 16" O.C. 1/2" FIBER ROCK WALL BD. CEMENT PLASTER REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 2 SCALE: 3/8" = 1'-0" ROOF PLAN OVER RESTROOM #3 3 SCALE: 3/8" = 1'-0" ROOF FRAMING PLAN OVER RESTROOM #3 1 SCALE: 3/8" = 1'-0" RESTROOM #3 A3.02 4 SCALE: 1" = 1'-0" ROOF DETAIL OVER RESTROOM #3 5 SCALE: 1" = 1'-0" COLUMN DETAIL SCALE: 1" = 1'-0" ROOF PLAN OVER RESTROOM #3 BUILDING F PAINTED WALL WAINSCOTT 6"X6" WALL TILE 4" 3'-1 1/2" 4" BASE PLATE AIR HAND DRYER ADA COMPLIANT 4'-0" PAINTED WALL 6"X6" WALL TILE WAINSCOT LAVATORY HANDICAP GRAB BAR HANDICAP WATER CLOSET BASE PLATE 4" 3'-1 1/2" 4" 1'-6 1/2" 2'-10" 3'-7 1/2" HANDICAP GRAB BAR PAINTED WALL WAINSCOTT HANDICAP GRAB BAR 6"X6" WALL TILE TOILET PAPER DISPENSER BASE PLATE HANDICAP MIRROR SOAP DISPENSER LAVATORY HANDICAP WATER CLOSET 4" 3'-1 1/2" 4" 17" TO 19" 2'-9" 2'-8" 1'-3" 4" 3'-1 1/2" 4" 2'-10" 3'-7 1/2" PAINTED WALL 6"X6" WALL TILE WAINSCOT HANDICAP MIRROR LAVATORY HANDICAP WATER CLOSET BASE PLATE PAINTED WALL 6"X6" WALL TILE WAINSCOT BASE PLATE 4" 3'-1 1/2" 4" 1'-6 1/2" 2'-10" 3'-7 1/2" HANDICAP MIRROR LAVATORY HANDICAP WATER CLOSET 4'-0" AIR HAND DRYER ADA COMPLIANT HANDICAP GRAB BAR PAINTED WALL WAINSCOTT 6"X6" WALL TILE BASE PLATE 4" 3'-1 1/2" 4" 3'-9 1/2" HANDICAP MIRROR SOAP DISPENSER LAVATORY TOILET PAPER DISPENSER BASE PLATE HANDICAP WATER CLOSET HANDICAP GRAB BAR 4" 3'-1 1/2" 4" 17" TO 19" 2'-9" 1'-3" 2'-8" 6"X6" WALL TILE PAINTED WALL 1'-6 1/2" 2'-10" 3'-7 1/2" PAINTED WALL 6"X6" WALL TILE WAINSCOT HANDICAP MIRROR LAVATORY HANDICAP GRAB BAR HANDICAP WATER CLOSET BASE PLATE SOAP DISPENSER COPY SOAP DISPENSER HANDICAP MIRROR LAVATORY HANDICAP GRAB BAR HANDICAP WATER CLOSET HANDICAP GRAB BAR HANDICAP GRAB BAR TOILET PAPER DISPENSER AIR HAND DRYER ADA COMPLIANT 6"X6" FLOOR TILE THRESHOLD FURRED WALL 6'-0" 7'-3 1/2" A B C D E F G H 4'-2" 3'-10 1/2" 5'-2" 3'-1 1/2" E F G H E F G H THRESHOLD HANDICAP GRAB BAR TOILETPAPER DISPENSER HANDICAP WATER CLOSET LAVATORY 6"X6" FLOOR TILE HANDICAP MIRROR SOAP DISPENSER STORAGE AIR HAND DRYER ADACOMPLIANT FURRED WALL REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 1 2 3 4 5 6 7 SCALE: 1/2"= 1'-0" UNISEX RESTROOM 1 - FLOOR PLAN 8 A4.01 SCALE: 1/2"= 1'-0" UNISEX RESTROOM 3 FLOOR LAN SCALE: 1/2"= 1'-0" UNISEX RESTROOM 3 - INTERIOR ELEVATION D SCALE: 1/2"= 1'-0" UNISEX RESTROOM 3 - INTERIOR ELEVATION A SCALE: 1/2"= 1'-0" UNISEX RESTROOM 3 - INTERIOR ELEVATION B SCALE: 1/2"= 1'-0" UNISEX RESTROOM 1 - INTERIOR ELEVATION F SCALE: 1/2"= 1'-0" UNISEX RESTROOM 1 - INTERIOR ELEVATION G SCALE: 1/2"= 1'-0" UNISEX RESTROOM 1 - INTERIOR ELEVATION E INTERIOR RESTROOM ELEVATIONS 3 SCALE: 1/2"= 1'-0" UNISEX RESTROOM 3 - INTERIOR ELEVATION C 8 SCALE: 1/2"= 1'-0" UNISEX RESTROOM 1 - INTERIOR ELEVATION H OFFICE CONFERENCE ROOM OFFICE AREA OFFICE PARKING SECOND FLOOR TO REMAIN EXTERIOR CORRIDOR OFFICE T.B.D. OFFICE T.B.D. MATCH LINE 105 106 115 116 OFFICE SWING SPACE 5 A5.03 4 A5.01 15 A2.03 15 A2.03 8 A5.02 2 A4.02 17 A2.03 1'-6" 1'-0" VARIES 3'-6" 6 MIL POLY VAPOR BARRIER 4" GRAVEL BASE COMPACTED FILL EXISTING SLAB #4 @ 12" O.C. EACH WAY #4 @ 12" O.C. EACH WAY #4 @ 12" O.C. (4) #4 CONT. 5" SLAB 2" DIA. PIPE HANDRAILS 2'-10" MAX. 1:12 SLOPE 1'-6" 1'-0" VARIES 3'-6" 6 MIL POLY VAPOR BARRIER 4" GRAVEL BASE COMPACTED FILL EXISTING SLAB #4 @ 12" O.C. EACH WAY #4 @ 12" O.C. EACH WAY #4 @ 12" O.C. (4) #4 CONT. 5" SLAB 2" DIA. PIPE HANDRAILS 2'-10" MAX. 1:12 SLOPE EXISTING WALL AND SLAB 6 MIL POLY VAPOR BARRIER 4" GRAVEL BASE COMPACTED FILL #4 @ 12" O.C. EACH WAY #4 DOWELS 2 12" O.C. GROUTED WITH EPOXY 4" EMBEDED 5" SLAB 1'-6" 1'-0" VARIES 3'-6" EXISTING SLAB #4 @ 12" O.C. EACH WAY #4 @ 12" O.C. (4) #4 CONT. 2" DIA. PIPE HANDRAILS 2'-10" MAX. EXISTING WALL AND SLAB 2'-10" MAX 6 MIL POLY VAPOR BARRIER 4" GRAVEL BASE COMPACTED FILL #4 @ 12" O.C. EACH WAY #4 DOWELS 2 12" O.C. GROUTED WITH EPOXY 4" EMBEDED 5" SLAB 2" DIA. PIPE RAIL 1:12 SLOPE EXISTING WALL AND SLAB 1'-6" 1'-0" VARIES 3'-6" 2'-10" MAX 6 MIL POLY VAPOR BARRIER 4" GRAVEL BASE COMPACTED FILL EXISTING DRIVEWAY #4 @ 12" O.C. EACH WAY #4 @ 12" O.C. EACH WAY #4 @ 12" O.C. (4) #4 CONT. #4 DOWELS 2 12" O.C. GROUTED WITH EPOXY 4" EMBEDED 5" SLAB 2" DIA. PIPE HANDRAILS 1'-6" 1'-0" VARIES 2'-10" MAX 6 MIL POLY VAPOR BARRIER 4" GRAVEL BASE COMPACTED FILL NEW STRUCTUAL FLOOR SEE SLAB PLAN FOR REINF. #4 @ 12" O.C. EACH WAY #4 @ 12" O.C. EACH WAY #4 @ 12" O.C. (4) #4 CONT. 5" SLAB 2" DIA. PIPE HANDRAILS REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 1 SCALE: 1/8" = 1'-0" SECTION A-A A4.02 O.C. & B.S. SECTION A-A & DETAILS 5 SCALE: 3/4" = 1'-0" RAMP DETAIL 6 SCALE: 3/4" = 1'-0" RAMP DETAIL 2 SCALE: 3/4" = 1'-0" RAMP DETAIL 3 SCALE: 3/4" = 1'-0" RAMP DETAIL 4 SCALE: 3/4" = 1'-0" RAMP DETAIL 7 SCALE: 3/4" = 1'-0" RAMP DETAIL 4'-6" 5'-0" 5'-0" 5'-0" 5'-10 1/2" 5'-0" 5'-0" 3'-2 1/2" 5'-0" UP LANDING UP UP LANDING LANDING EXISTING SLAB 2" DIA. PIPE RAIL 2" DIA. PIPE RAIL 2" DIA. PIPE RAIL 2" DIA. PIPE RAIL 2" DIA. PIPE RAIL 1'-0" 1'-0" FURRED WALL EXISTING WALL NEW WALL 4'-6" 5'-0" 5'-0" 5'-0" 5'-10 1/2" 5'-0" 5'-0" 3'-2 1/2" 5'-0" UP LANDING UP UP LANDING LANDING EXISTING SLAB 2" DIA. PIPE RAIL 2" DIA. PIPE RAIL 2" DIA. PIPE RAIL 2" DIA. PIPE RAIL 2" DIA. PIPE RAIL 1'-0" 1'-0" FURRED WALL EXISTING WALL NEW WALL 5'-0" EXISTING SLAB EXISTING WALL NEW WALL COMPACTED FILL 8" CONC. STEM WALL 9'-9" 5'-10 1/2" 5'-0" 13'-4" 5" 8" 5" 5" 8" 5" 5" 8" 5" 5" 8" 5" 4'-4" 3'-8" 5" 8" 5" 15'-10 1/2" 7 A5.02 4 A4.02 5 A4.02 6 A4.02 UP UP 4'-6" 5'-0" 5'-0" 5'-10 1/2" 5'-0" 5'-0" 3'-2 1/2" 5'-0" EXISTING SLAB EXISTING WALL NEW WALL EXISTING SLAB 5'-3" 5'-0" FURRED WALL 5" SLAB 5" SLAB 5" SLAB #4 DOWELS @ 12" O.C. GROUTED WITH EPOXY 4" EMBEDED #4 DOWELS @ 12" O.C. GROUTED WITH EPOXY 4" EMBEDED #4 DOWELS @ 12" O.C. GROUTED WITH EPOXY 4" EMBEDED #4 @ 12" O.C. MAX. #4 @ 12" O.C. MAX. #4 @ 12" O.C. MAX. 7 A5.02 4 A4.02 5 A4.02 6 A4.02 2 A4.02 EXISTING WALL AND SLAB 1'-6" 1'-0" VARIES 3'-6" 2'-10" MAX 6 MIL POLY VAPOR BARRIER 4" GRAVEL BASE COMPACTED FILL EXISTING DRIVEWAY #4 @ 12" O.C. EACH WAY #4 @ 12" O.C. EACH WAY #4 @ 12" O.C. (4) #4 CONT. #4 DOWELS 2 12" O.C. GROUTED WITH EPOXY 4" EMBEDED 5" SLAB MATCH EXISTING EXTERIOR HANDRAILS REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 1 SCALE: 3/8" = 1'-0" RAMP 1 FLOOR PLAN 2 SCALE: 3/8" = 1'-0" RAMP 1 FOUNDATION PLAN 3 SCALE: 3/8" = 1'-0" RAMP 1 SLAB PLAN 4 SCALE: 3/4" = 1'-0" RAMP DETAIL RAMP 1 FLOOR, FOUNDATION, SLAB PLANS AND DETAILS A5.01 5'-9" 10'-6" 1'-0" 1'-0" DN. 2" DIA. PIPE RAIL 2" DIA. PIPE RAIL EXISTING SLAB 1:12 FURRED WALL FURRED WALL EXISTING WALL EXISTING WALL INFILL AREA SEE STRUCTUAL DRAWINGS INFILL AREA SEE STRUCTUAL DRAWINGS 5'-9" EXISTING SLAB FURRED WALL FURRED WALL EXISTING WALL EXISTING WALL INFILL AREA SEE STRUCTUAL DRAWINGS INFILL AREA SEE STRUCTUAL DRAWINGS COMPACTED FILL 5" 8" 5" 8" 5" 8" CONC. STEM WALL 8" CONC. STEM WALL 8 A5.02 7 A4.02 5'-9" EXISTING SLAB FURRED WALL FURRED WALL EXISTING WALL EXISTING WALL INFILL AREA SEE STRUCTUAL DRAWINGS INFILL AREA SEE STRUCTUAL DRAWINGS #4 @ 12" O.C. MAX. #4 @ 12" O.C. MAX. #4 DOWELS @ 12" O.C. GROUTED WITH EPOXY 4" EMBEDED 5" SLAB 10'-6" 8 A5.02 7 A4.02 LANDING LANDING 1:12 1:12 5'-0" 3'-4 1/2" 5'-0" 18'-0" 5'-0" 5'-0" 2" DIA. PIPE RAIL 2" DIA. PIPE RAIL 2" DIA. PIPE RAIL 2" DIA. PIPE RAIL 2" DIA. PIPE RAIL 1'-0" OFFICE OFFICE 5'-0" 3'-4 1/2" 5'-0" COMPACTED FILL 5" 8" 5" 5" 8" 5" 8" CONC. STEM WALL 8'-4 1/2" 5" 8" 5" 23'-0" 28'-0" 5 A4.02 5 A4.02 5'-0" 3'-4 1/2" 8'-4 1/2" 23'-0" 28'-0" #4 @ 12" O.C. MAX. #4 @ 12" O.C. MAX. 5" SLAB 5" SLAB 5 A4.02 5 A4.02 #4 @ 12" O.C. MAX. EACHWAY 95% COMPACTED FILL (2) #4 CONT. #4 @ 12" O.C. CONCRETE WALK WAY 4" GRAVEL BASE 5" 4" 1:12 SLOPE EXISTING SIDEWALK 6" 1'-0" #4 DOWELS @ 12" O.C. GROUTED WITH EPOXY 4" EMBEDED 1:12 SLOPE EXISTING PLATFORM #4 @ 12" O.C. MAX. EACHWAY CONCRETE WALK WAY 5" 4" 95% COMPACTED FILL 4" GRAVEL BASE #4 DOWELS @ 12" O.C. GROUTED WITH EPOXY 4" EMBEDED REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 6 1 SCALE: 3/8" = 1'-0" RAMP2 FLOOR PLAN 2 SCALE: 3/8" = 1'-0" RAMP2 FOUNDATION PLAN 3 SCALE: 3/8" = 1'-0" RAMP2 SLAB PLAN 4 SCALE: 3/8" = 1'-0" RAMP3 FLOOR PLAN 5 SCALE: 3/8" = 1'-0" RAMP3 FOUNDATION PLAN SCALE: 3/8" = 1'-0" RAMP3 SLAB PLAN 7 SCALE: 1" = 1'-0" RAMP DETAIL 8 SCALE: 1" = 1'-0" RAMP DETAIL A5.02 RAMPS 2 & 3 FLOOR, FOUNDATION & SLAB PLANS AND DETAILS UP 4'-10 1/2" 5'-0" 4'-10 1/2" 27'-10 1/2" MATCH EXISTING WROUGHT IRON HANDRAIL LANDING EXISTING SLAB EXISTING COLUMN EXISTING COLUMN EXISTING BUILDING TO REMAIN EXISTING WALLS MATCH EXISTING WROUGHT IRON HANDRAIL 2" DIA. PIPE RAIL 4'-10 1/2" 4'-10 1/2" EXISTING SLAB EXISTING COLUMN EXISTING COLUMN EXISTING BUILDING TO REMAIN EXISTING WALLS 5" 8" 5" 5" 8" 5" COMPACTED FILL 8" CONC. STEM WALL 7 A5.02 4 A5.01 5 A4.02 4'-10 1/2" 4'-10 1/2" EXISTING SLAB EXISTING COLUMN EXISTING COLUMN EXISTING BUILDING TO REMAIN EXISTING WALLS 5" SLAB 5" SLAB #4 DOWELS @ 12" O.C. GROUTED WITH EPOXY 4" EMBEDED #4 DOWELS @ 12" O.C. GROUTED WITH EPOXY 4" EMBEDED #4 @ 12" O.C. MAX #4 @ 12" O.C. MAX 5 A4.02 4 A5.01 7 A5.02 LANDING FINISHED FLOOR NEW WROUGHT IRON TO MATCH EXISTING 1'-0" 1'-0" FINISHED FLOOR FINISHED FLOOR SLOPE OF NEW RAMP 2'-10" 2'-10" 1'-0" 1'-0" 2" ΓΈ DIA. PIPE RAIL 5" RADIUS 1 1/2" 3 1/2" 3/4" DIA. ROD BENT & WELDED TO HANDRAIL & PLATE AS SHOWN GRIND SMOOTH AND PAINT PER SPEC. 2" NOM. PIPERAIL PAINTED 1/4" x 3 1/2" STL. PLATE W/ 3 7/16" HOLES FOR 3/8" DIA. BOLTS TO BE ANCHORED TO WALL REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 1 SCALE: 3/8" = 1'-0" RAMP 4 FLOOR PLAN 2 SCALE: 3/8" = 1'-0" RAMP 4 FOUNDATION PLAN 3 SCALE: 3/8" = 1'-0" RAMP 4 SLAB PLAN 4 SCALE: 1/2" = 1'-0" RAMP HANDRAIL DETAIL 5 SCALE: 1/2" = 1'-0" RAMP HANDRAIL DETAIL 6 NOT TO SCALE HANDRAIL DETAIL RAMP 4 FLOOR, FOUNDATION & SLAB PLANS & DETAILS A5.03 UP UP 110 UP OFFICE SWING SPACE DEPT. OF FINANCE ADA ACCESS AND STAFF MEN'S WOMEN'S ELEVATOR 2 ELEVATOR 1 DOF PARKING TO REMAIN DN. -10" 0" 0" 0" -6" ADA ACCESS AND STAFF UP UP UP DN. COPY CENTER NEW STAIR DN. FIN 122 EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN NEW STAIRS RAMP NO.1 RAMP NO.3 T.B.D. LOBBY OUTLINE OF SECOND FLOOR ABOVE OUTLINE OF SECOND FLOOR ABOVE AREA OF RENOVATION N.I.C. SEE SHT A5.02 RAMP NO.3 SEE SHT A5.03 SEE SHT A5.02 SEE SHT A5.01 TEMPORARY ACCESSIBLE RAMP ISLAND FAIR DEPARTMENT STORE (N.I.C.) CENTER IN ROOM (TYP.) CENTER IN ROOM (TYP.) UP ADA ACCESS AND STAFF REST ROOM MEN'S WOMEN'S ELEVATOR 3 ELEVATOR 2 DOF PARKING TO REMAIN STORAGE & CONTROL FURNITURE TROLLEY DN. -10" 0" 0" 0" -6" ADA ACCESS AND STAFF ADA ACCESS AND STAFF COMPUTER TRAINING LAB ALT. 1 2/16/2017 VIDEO DISPLAY 1 VIDEO DISPLAY 2 VIDEO DISPLAY 4 AVERAGE VIEWING DISTANCE (13'-3" +/- FROM THE REAR) UP VIDEO DISPLAY 3 UP UP OFFICE SWING SPACE DEPT. OF FINANCE ADA ACCESS AND STAFF ELEVATOR 1 DOF PARKING TO REMAIN COPY CENTER DN. RAMP NO.1 RAMP NO.3 T.B.D. OUTLINE OF SECOND FLOOR ABOVE AREA OF RENOVATION SEE SHT A5.02 RAMP NO.3 SEE SHT A5.03 SEE SHT A5.02 SEE SHT A5.01 TEMPORARY ACCESSIBLE RAMP CENTER IN ROOM (TYP.) UP ADA ACCESS AND STAFF ELEVATOR 2 DOF PARKING TO REMAIN EXPOSED WOODEN RAFTERS 2X2 FLOURESCENT LIGHT FIXTURE WITH BATTERY BACKUP LIGHT FIXTURE SURFACE MOUNTED WITH BATTERY BACKUP EF EXHUST FAN RECESSED LIGHT FIXTURE LIGHTOLIER NO. 8021 OR APPROVED EQUAL. 2X2 FLOURESCENT LIGHT FIXTURE 2X2 SUSPENDED ACOUSTICAL TILE CEILING PENDANT LIGHT FIXTURE SURFACE MOUNTED. SMOKE DETECTOR SD AIR CONDITION SUPPLY AIR CONDITION RETURN REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID FIRST FLOOR REFLECTED CEILING PLAN A6.01 1 SCALE: 1/16" = 1'-0" FIRST FLOOR REFLECTED CEILING PLAN 2 SCALE: 1/8" = 1'-0" FIRST FLOOR REFLECTED CEILING PLAN (ENLARGEMENT) UP UP 110 UP OFFICE SWING SPACE DEPT. OF FINANCE ADA ACCESS AND STAFF MEN'S WOMEN'S ELEVATOR 2 ELEVATOR 1 DOF PARKING TO REMAIN DN. -10" 0" 0" 0" -6" ADA ACCESS AND STAFF EXISTING COLUMNS STEEL GATE UP UP UP DN. COPY CENTER NEW STAIR DN. FIN 122 EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN NEW STAIRS RAMP NO.1 RAMP NO.3 T.B.D. LOBBY OUTLINE OF SECOND FLOOR ABOVE OUTLINE OF SECOND FLOOR ABOVE AREA OF RENOVATION N.I.C. SEE SHT A5.02 RAMP NO.3 SEE SHT A5.03 SEE SHT A5.02 SEE SHT A5.01 TEMPORARY ACCESSIBLE RAMP CH2 CH2 CH1 CH2 CH2 CH1 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH1 CH1 CH2 VIDEO DISPLAY 1 VIDEO DISPLAY 2 AVERAGE VIEWING DISTANCE (13'-3" +/- FROM THE REAR) VIDEO DISPLAY 3 VIDEO DISPLAY 4 ISLAND FAIR DEPARTMENT STORE (N.I.C.) UP ADA ACCESS AND STAFF REST ROOM MEN'S WOMEN'S ELEVATOR 3 ELEVATOR 2 DOF PARKING TO REMAIN STORAGE & CONTROL FURNITURE TROLLEY DN. -10" 0" 0" 0" -6" ADA ACCESS AND STAFF ADA ACCESS AND STAFF COMPUTER TRAINING LAB ALT. 1 2/16/2017 VIDEO DISPLAY 1 VIDEO DISPLAY 2 VIDEO DISPLAY 4 AVERAGE VIEWING DISTANCE (13'-3" +/- FROM THE REAR) UP VIDEO DISPLAY 3 UP UP OFFICE SWING SPACE DEPT. OF FINANCE ADA ACCESS AND STAFF ELEVATOR 1 DOF PARKING TO REMAIN COPY CENTER DN. RAMP NO.1 RAMP NO.3 T.B.D. OUTLINE OF SECOND FLOOR ABOVE AREA OF RENOVATION SEE SHT A5.02 RAMP NO.3 SEE SHT A5.03 SEE SHT A5.02 SEE SHT A5.01 TEMPORARY ACCESSIBLE RAMP CH2 CH2 CH1 CH2 CH2 CH1 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH1 CH1 CH2 ISLAND FAIR DEPARTMENT STORE (N.I.C.) UP ADA ACCESS AND STAFF ELEVATOR 2 DOF PARKING TO REMAIN REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 2 SCALE: 1/8" = 1'-0" PROPOSED FIRST FLOOR FURNITURE LAYOUT 1 SCALE: 1/16" = 1'-0" PROPOSED FIRST FLOOR FURNITURE LAYOUT (ENLARGEMENT PLAN) PROPOSED FIRST FLOOR FURNITURE LAYOUT O.C. A7.01 UP UP 110 UP OFFICE SWING SPACE DEPT. OF FINANCE ADA ACCESS AND STAFF MEN'S WOMEN'S ELEVATOR 2 ELEVATOR 1 DOF PARKING TO REMAIN DN. -10" 0" 0" 0" -6" ADA ACCESS AND STAFF EXISTING COLUMNS STEEL GATE UP UP UP DN. COPY CENTER NEW STAIR DN. FIN 122 EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN NEW STAIRS RAMP NO.1 RAMP NO.3 T.B.D. LOBBY OUTLINE OF SECOND FLOOR ABOVE OUTLINE OF SECOND FLOOR ABOVE AREA OF RENOVATION N.I.C. SEE SHT A5.02 RAMP NO.3 SEE SHT A5.03 SEE SHT A5.02 SEE SHT A5.01 TEMPORARY ACCESSIBLE RAMP ISLAND FAIR DEPARTMENT STORE (N.I.C.) NEW CONC. SLAB NEW CONC. SLAB NEW CONC. SLAB NEW CONC. SLAB UP ADA ACCESS AND STAFF MEN'S WOMEN'S DOF PARKING TO REMAIN DN. -10" 0" 0" 0" -6" ADA ACCESS AND STAFF ADA ACCESS AND STAFF COMPUTER TRAINING LAB ALT. 3 UP UP UP UP OFFICE SWING SPACE DEPT. OF FINANCE ADA ACCESS AND STAFF ELEVATOR 1 DOF PARKING TO REMAIN -6" COPY CENTER DN. NEW STAIRS RAMP NO.1 RAMP NO.3 T.B.D. OUTLINE OF SECOND FLOOR ABOVE AREA OF RENOVATION SEE SHT A5.02 RAMP NO.3 SEE SHT A5.03 SEE SHT A5.02 SEE SHT A5.01 TEMPORARY ACCESSIBLE RAMP ISLAND FAIR DEPARTMENT STORE (N.I.C.) NEW CONC. SLAB NEW CONC. SLAB NEW CONC. SLAB UP ADA ACCESS AND STAFF DOF PARKING TO REMAIN -6" REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 2 SCALE: 1/8" = 1'-0" FIRST FLOOR STRUCTUAL SLAB PLAN 1 SCALE: 1/16" = 1'-0" FIRST FLOOR STRUCTUAL SLAB PLAN PROPOSED FIRST FLOOR STRUCTURAL SLAB PLAN S1.01 UP 1 2 3 4 5 A B C D E 8'-8" 8'-8" 8'-8" 6'-0" 6"X6" STL. COLUMNS (TYP.) 6"X6" STL. COLUMNS 6"X6" STL. COLUMNS (TYP.) 6"X6" STL. COLUMNS (TYP.) 6"X6" STL. COLUMNS (TYP.) EXISTING COLUMNS 11'-7" 11'-2" 11'-2" 2'-6" 2'-6" A1 4'-7" 4'-10" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" UP 1 2 3 4 5 A B C D E 8'-8" 8'-8" 8'-8" W12X16 STL. BEAM W12X16 STL. BEAM W12X16 STL. BEAM W12X16 STL. BEAM W12X16 STL. BEAM W12X16 STL. BEAM W12X16 STL. BEAM W12X16 STL. BEAM W12X16 STL. BEAM W12X16 STL. BEAM W12X16 STL. BEAM W12X16 STL. BEAM 12K1 JOIST 12K1 JOIST 12K1 JOIST 12K1 JOIST 12K1 JOIST 12K1 JOIST 12K1 JOIST 12K1 JOIST 12K1 JOIST 12K1 JOIST 12K1 JOIST 12K1 JOIST 12K1 JOIST 6"X6" STL. COLUMNS (TYP.) 6"X6" STL. COLUMNS 6"X6" STL. COLUMNS (TYP.) 6"X6" STL. COLUMNS (TYP.) 6"X6" STL. COLUMNS (TYP.) EXISTING COLUMNS 6'-0" 11'-7" 11'-2" 11'-2" A1 4'-7" 4'-10" UP 1 2 3 4 5 A B C D E 8'-8" 8'-8" 8'-8" 6'-0" EXISTING COLUMNS 11'-7" 11'-2" 11'-2" #3 @ 12" O.C. #3 @ 12" O.C. 5" SLAB 5" SLAB 5" SLAB 5" SLAB A 4'-7" 4'-10" REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 3 SCALE: 3/16" = 1'-0" BUILDING F FIRST FLOOR SLAB PLAN 1 SCALE: 3/16" = 1'-0" BUILDING F FIRST FLOOR FOUNDATION PLAN 2 SCALE: 3/16" = 1'-0" BUILDING F FIRST FLOOR FRAMING PLAN BUILDING F FIRST FLOOR FOUNDATION, FLOOR FRAMING & SLAB PLAN S1.02 O.C. 2'-6" 1'-6" OR EQUAL 2'-6" 1'-6" REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 5 SCALE: 1" = 1'-0" BUILDING F DETAIL 1 SCALE: 1" = 1'-0" BUILDING F DETAIL 2 SCALE: 1" = 1'-0" BUILDING F DETAIL 3 SCALE: 1" = 1'-0" BUILDING F DETAIL 4 SCALE: 1" = 1'-0" BUILDING F DETAIL BUILDING F FIRST FLOOR DETAILS O.C. S1.03 NOTE: METAL DECKING DECK TYPE 3C 20 GAUGE NORMAL WEIGHT CONCRETE 145PCF. TOTAL SLAB THICKNESS 5" SHEAR STUDS @ 16" O.C. UP UP 110 UP OFFICE SWING SPACE DEPT. OF FINANCE ADA ACCESS AND STAFF MEN'S WOMEN'S ELEVATOR 2 ELEVATOR 1 DOF PARKING TO REMAIN DN. -10" 0" 0" 0" -6" ADA ACCESS AND STAFF UP UP UP DN. COPY CENTER NEW STAIR DN. FIN 122 EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN NEW STAIRS RAMP NO.1 RAMP NO.3 T.B.D. LOBBY OUTLINE OF SECOND FLOOR ABOVE OUTLINE OF SECOND FLOOR ABOVE AREA OF RENOVATION N.I.C. SEE SHT A5.02 RAMP NO.3 SEE SHT A5.03 SEE SHT A5.02 SEE SHT A5.01 TEMPORARY ACCESSIBLE RAMP ADA ACCESS AND STAFF 102 101 103 104 105 106 107 108 109 110 111 112 113 114 115 116 118 117 FIN 141 FIN 142 101 102 103 104 105 106 107 108 109 110 FIN 119 FIN 143 FIN 120 FIN 121 ISLAND FAIR DEPARTMENT STORE (N.I.C.) UP ADA ACCESS AND STAFF REST ROOM MEN'S WOMEN'S ELEVATOR 3 ELEVATOR 2 DOF PARKING TO REMAIN STORAGE & CONTROL FURNITURE TROLLEY DN. -10" 0" 0" 0" -6" ADA ACCESS AND STAFF ADA ACCESS AND STAFF COMPUTER TRAINING LAB ALT. 1 2/16/2017 VIDEO DISPLAY 1 VIDEO DISPLAY 2 VIDEO DISPLAY 4 AVERAGE VIEWING DISTANCE (13'-3" +/- FROM THE REAR) UP VIDEO DISPLAY 3 UP UP OFFICE SWING SPACE DEPT. OF FINANCE ADA ACCESS AND STAFF ELEVATOR 1 DOF PARKING TO REMAIN COPY CENTER DN. RAMP NO.1 RAMP NO.3 T.B.D. OUTLINE OF SECOND FLOOR ABOVE AREA OF RENOVATION SEE SHT A5.02 RAMP NO.3 SEE SHT A5.03 SEE SHT A5.02 SEE SHT A5.01 TEMPORARY ACCESSIBLE RAMP ISLAND FAIR DEPARTMENT STORE (N.I.C.) UP ADA ACCESS AND STAFF ELEVATOR 2 DOF PARKING TO REMAIN 2X2 FLOURESCENT LIGHT FIXTURE WITH BATTERY BACKUP LIGHT FIXTURE SURFACE MOUNTED WITH BATTERY BACKUP RECESSED LIGHT FIXTURE LIGHTOLIER NO. 8021 OR APPROVED EQUAL. 2X2 FLOURESCENT LIGHT FIXTURE PENDANT LIGHT FIXTURE SURFACE MOUNTED. SINGLE SWITCH THREE-WAY SWITCH HOME RUN TO PANEL BOX REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID FIRST FLOOR LIGHTING PLAN 2 SCALE: 1/8" = 1'-0" FIRST FLOOR LIGHTING PLAN 1 SCALE: 1/16" = 1'-0" FIRST FLOOR LIGHTING PLAN (ENLARGEMENT) E1.01 UP UP ADA ACCESS AND STAFF ELEVATOR 1 DOF PARKING TO REMAIN COPY CENTER DN. RAMP NO.1 RAMP NO.3 T.B.D. OUTLINE OF SECOND FLOOR ABOVE SEE SHT A5.02 RAMP NO.3 SEE SHT A5.03 SEE SHT A5.02 SEE SHT A5.01 TEMPORARY ACCESSIBLE RAMP RAMP NO.2 GFI 44" A.F.F. GFI 44" A.F.F. GFI 44" A.F.F. T.B.D. OFFICE OFFICE COPY CENTER AND SUPPLIES OFFICE AREA RECEPTION / SPECIALIST A/C ROOM COPY CENTER UNSEX RESTRM. CORRIDOR NO.1 UNISEX RESTRM. OFFICE STORAGE NO.1 OFFICE AREA CONFERENCE ROOM OFFICE OFFICE EXISTING TO REMAIN DATA CLOSET OFFICE SWING SPACE AREA CONTRACTOR SHALL CONNECT PROPOSED PLUMBING LINES & FIXTURES TO EXISTING PLUMBING & SEWER LINES CONTRACTOR SHALL CONNECT PROPOSED PLUMBING LINES & FIXTURES TO EXISTING PLUMBING & SEWER LINES F F F UP ADA ACCESS AND STAFF DOF PARKING TO REMAIN UP UP 110 UP OFFICE SWING SPACE DEPT. OF FINANCE ADA ACCESS AND STAFF MEN'S WOMEN'S ELEVATOR 2 ELEVATOR 1 DOF PARKING TO REMAIN DN. -10" 0" 0" 0" -6" ADA ACCESS AND STAFF EXISTING COLUMNS STEEL GATE UP UP UP DN. COPY CENTER NEW STAIR DN. FIN 122 EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN NEW STAIRS RAMP NO.1 RAMP NO.3 T.B.D. LOBBY OUTLINE OF SECOND FLOOR ABOVE OUTLINE OF SECOND FLOOR ABOVE AREA OF RENOVATION N.I.C. SEE SHT A5.02 RAMP NO.3 SEE SHT A5.03 SEE SHT A5.02 SEE SHT A5.01 TEMPORARY ACCESSIBLE RAMP -10" ISLAND FAIR DEPARTMENT STORE (N.I.C.) BIT-101 BIT-102 BIT-104 BIT-103 BIT-105 FIN-106 FIN-107 FIN-108 FIN-102A FIN-102B FIN-129 FIN-130 FIN-131 FIN-110 FIN-109 FIN-127 FIN-128 FIN-126 FIN-106A BIT-106 FIN-101 FIN-104 FIN-103 BIT-107 RAMP NO.2 CONFERENCE TRAINING ROOM STORAGE & CONTROL STORAGE RAMP NO.4 COMPUTER TRANING LAB LOBBY NO.1 FURNITURE TROLLEY LOBBY NO.2 GFI 44" A.F.F. GFI 44" A.F.F. GFI 44" A.F.F. T.B.D. OFFICE OFFICE UNISEX RESTRM. STORAGE NO.2 COPY CENTER AND SUPPLIES OFFICE AREA RECEPTION / SPECIALIST A/C ROOM COPY CENTER UNSEX RESTRM. CORRIDOR NO.1 UNISEX RESTRM. OFFICE STORAGE NO.1 OFFICE AREA CONFERENCE ROOM OFFICE OFFICE EXISTING TO REMAIN DATA CLOSET OFFICE SWING SPACE AREA CONTRACTOR SHALL CONNECT PROPOSED PLUMBING LINES & FIXTURES TO EXISTING PLUMBING & SEWER LINES CONTRACTOR SHALL CONNECT PROPOSED PLUMBING LINES & FIXTURES TO EXISTING PLUMBING & SEWER LINES F F F UP ADA ACCESS AND STAFF MEN'S WOMEN'S DOF PARKING TO REMAIN DN. -10" 0" 0" 0" -6" ADA ACCESS AND STAFF ADA ACCESS AND STAFF COMPUTER TRAINING LAB ALT. 3 UP EXHAUST FAN DUPLEX RECEPTACLE OUTLET TELEPHONE/DATA/ CABLE OUTLET ELECTRICAL PANEL BOX GROUND FAULT INTERRUPTER ELECTRICAL LEGEND GFI TELEPHONE/DATA/ CABLE OUTLET IN FLOOR F GENERAL ELECTRICAL NOTES: A. ALL ELECTRICAL WORK SHALL BE COMPLETED IN STRICT ACCORDANCE WITH THE LATE EDITION OF THE N.E.C. B. THE ELECTRICIAN SHALL OBTAIN ALL PERMITS AND PAY ALL FEES RELATED TO HIS WORK. C. ALL WIRING SHALL BE COPPER #12 OR LARGER. ALUMINUM WIRE IS NOT ACCEPTABLE. D. WIRE TYPE AWG IS PREFERRED. E. ALL WIRING SPLICES SHALL BE MADE USING 3M ELECTRICAL SPRING CONNECTORS OR EQUAL "TWIST-ONS" TO CORRECT SIZE. WIRE TAPED OR TWISTED IS NOT ACCEPTABLE. I. INCOMING POWER IS 208Y/120VOLTS WITH 1200 AMPS SERVICE DISCONNECT. F. ALL CONDUITS INSTALLED IN CONCRETE OR MASONRY SHALL BE RIGID NON-METALLIC TYPE (P.V.C.). ALL OUTLETS AND SWITCH BOXES SHALL BE NON- METALLIC TYPE. G. GROUNDING CONDUCTORS SHALL BE CONNECTED TO NEUTRAL CONDUCTORS AT THE SERVICE ENTRANCE ONLY. CERTAIN EXCEPYIONS AS PERMITTED BY THE N.B.C. SHALL BE PERMITTED. H. ELECTRICAL SYSTEM LAYOUT INDICATED ON DRAWINGS ARE GENERALLY DIAGRAMMATIC AND LOCATION OF OUTLETS AND EQUIPMENT ARE APPROXIMATE; ROUTING OF RACEWAYS AND LOCATION OF OUTLETS AND EQUIPMENT SHALL BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTIONS. ALL CONDUIT SWEEPS SHALL BE IN COMPLIANCE WITH THE N.E.C. CODE J. REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 2 SCALE: 1/8" = 1'-0" PROPOSED FIRST FLOOR POWER LAYOUT (ENLARGEMENT) 1 SCALE: 1/16" = 1'-0" PROPOSED FIRST FLOOR POWER LAYOUT PROPOSED FIRST FLOOR POWER LAYOUT E2.01 UP UP OFFICE SWING SPACE DEPT. OF FINANCE ADA ACCESS AND STAFF ELEVATOR 1 DOF PARKING TO REMAIN COPY CENTER DN. RAMP NO.1 RAMP NO.3 T.B.D. OUTLINE OF SECOND FLOOR ABOVE AREA OF RENOVATION SEE SHT A5.02 RAMP NO.3 SEE SHT A5.03 SEE SHT A5.02 SEE SHT A5.01 TEMPORARY ACCESSIBLE RAMP COLD COLD COLD COLD COLD COLD COLD COLD COLD COLD COLD ATTACHED TO EXISTING SEWER LINE ATTACHED TO EXISTING CISTERN & POTABLE WATER LINE 2" 4" 3" 4" 4" 3" 2" ATTACHED TO EXISTING CISTERN & POTABLE WATER LINE 101 102 103 104 105 106 108 109 107 110 111 112 113 114 116 117 115 118 120 121 123 122 125 124 119 OFFICE CONFERENCE ROOM COPY CENTER AND SUPPLIES OFFICE OFFICE OFFICE AREA A/C ROOM RECEPTION / SPECIALIST UNISEX RESTRM. UNSEX RESTRM. STORAGE NO.1 OFFICE AREA OFFICE OFFICE STORAGE NO.2 UNISEX RESTRM. T.B.D. RAMP NO.2 OFFICE AREA SERVER CLOSET EXISTING TO REMAIN DATA CLOSET COPY CENTER CORRIDOR NO.1 2" 4" 3" 4" ATTACHED TO EXISTING SEWER LINE VTR TO EXISTING SEWER LINE 2" 2" 2" 4" 2" 3" 4" 4" W.C. LAV. 2" 3" W.C. LAV. 2" 2" 2" 2" 4" 4" 4" 4" FLOW ARROW FLOW ARROW VTR 2" 2" 2" 2" 4" 4" LAV. W.C. 3" TO EXISTING SEWER LINE FLOW ARROW VTR PLUMBING NOTES: A._____THE PLUMBING SYSTEM FOR THIS WORK INCLUDES ALL COLD WATER DISTRIBUTION. VENTS, WASTES, AND PLUMBING ITEMS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. B. THESE ITEMS AS INDICATED ON THE DRAWINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE V.I. CODE AND THE AMERICAN STANDARD NATIONAL PLUMBING CODE, ASME. C. DRAINAGE, WASTE, VENT, AND POTABLE SUPPLY TO CISTERN PIPES AND FITTINGS SHALL BE PVC, TYPE 1, RATED 160 PSI AT 73 DEGREES F. REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 2 NOT TO SCALE UNISEX SEWER RISER DIAGRAM ROOM 106 & 108 1 SCALE: 1/8" = 1'-0" FIRST FLOOR PLUMBING LAYOUT (ENLARGEMENT) 3 NOT TO SCALE UNISEX SEWER RISER DIAGRAM ROOM 120 O.C. & B.S. P1.01 FIRST FLOOR PLUMBING LAYOUT, RISER DIAGRAM & NOTES 4 NOT TO SCALE PLUMBING NOTES UP UP OFFICE SWING SPACE DEPT. OF FINANCE ADA ACCESS AND STAFF COPY CENTER DN. RAMP NO.1 RAMP NO.3 T.B.D. OUTLINE OF SECOND FLOOR ABOVE SEE SHT A5.02 RAMP NO.3 SEE SHT A5.03 SEE SHT A5.02 SEE SHT A5.01 TEMPORARY ACCESSIBLE RAMP SUPPLY SUPPLY T T T T T T RETURN RETURN RETURN RETURN RETURN RETURN RETURN RETURN RETURN RETURN RETURN RETURN RETURN RETURN SUPPLY SUPPLY SUPPLY SUPPLY SUPPLY SUPPLY SUPPLY SUPPLY SUPPLY A/C #1 SUPPLY SUPPLY 26" DIA. 24" DIA. 24" DIA. 24" DIA. 24" DIA. 24" DIA. 36X6 BAR GRILLE 600 CFM 36X6 BAR GRILLE 600 CFM 36X6 BAR GRILLE 600 CFM 36X6 BAR GRILLE 600 CFM 36X6 BAR GRILLE 600 CFM 36X6 BAR GRILLE 600 CFM 36X6 BAR GRILLE 600 CFM 16" DIA. 20" DIA. 24" DIA. 20" DIA. 16" DIA. 24" DIA. 24" DIA. 24" DIA. 24" DIA. 18X18 RET. 800 CFM 18X18 RET. 800 CFM 16X8 RET. 500 CFM 16X8 RET. 500 CFM 16X8 RET. 500 CFM 16X8 RET. 500 CFM 16X8 RET. 500 CFM 16X8 RET. 500 CFM 26" DIA. 24" DIA. 22" DIA. 20" DIA. 16X8 RET. 500 CFM 16X8 RET. 500 CFM 20" DIA. 26" DIA. 30X18 30X16 36X6 BAR GRILLE 600 CFM 36X6 BAR GRILLE 600 CFM 36X6 BAR GRILLE 600 CFM 24X6 BAR GRILLE 500 CFM 24X6 BAR GRILLE 500 CFM 16" DIA. 16" DIA. EF #3 250 CFM EF #1 250 CFM EF #2 250 CFM 16" DIA. A/C SPLIT UNIT A/C SPLIT UNIT A/C SPLIT UNIT A/C SPLIT UNIT SERVER ROOM OFFICE SWING SPACE AREA A/C ROOM OFFICE CONFERENCE ROOM OFFICE OFFICE OFFICE AREA OFFICE AREA UP ADA ACCESS AND STAFF UP UP 110 UP OFFICE SWING SPACE DEPT. OF FINANCE ADA ACCESS AND STAFF MEN'S WOMEN'S ELEVATOR 2 ELEVATOR 1 DOF PARKING TO REMAIN DN. -10" 0" 0" 0" -6" ADA ACCESS AND STAFF EXISTING COLUMNS STEEL GATE UP UP UP DN. COPY CENTER NEW STAIR DN. FIN 122 EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN NEW STAIRS RAMP NO.1 RAMP NO.3 T.B.D. LOBBY OUTLINE OF SECOND FLOOR ABOVE OUTLINE OF SECOND FLOOR ABOVE AREA OF RENOVATION N.I.C. SEE SHT A5.02 RAMP NO.3 SEE SHT A5.03 SEE SHT A5.02 SEE SHT A5.01 TEMPORARY ACCESSIBLE RAMP -10" ISLAND FAIR DEPARTMENT STORE (N.I.C.) SUPPLY SUPPLY T T T T T T RETURN RETURN RETURN RETURN RETURN RETURN RETURN RETURN RETURN RETURN RETURN RETURN RETURN RETURN SUPPLY SUPPLY SUPPLY SUPPLY SUPPLY SUPPLY SUPPLY SUPPLY SUPPLY A/C #1 SUPPLY SUPPLY 26" DIA. 24" DIA. 24" DIA. 24" DIA. 24" DIA. 24" DIA. 36X6 BAR GRILLE 600 CFM 36X6 BAR GRILLE 600 CFM 36X6 BAR GRILLE 600 CFM 36X6 BAR GRILLE 600 CFM 36X6 BAR GRILLE 600 CFM 36X6 BAR GRILLE 600 CFM 36X6 BAR GRILLE 600 CFM 16" DIA. 20" DIA. 24" DIA. 20" DIA. 16" DIA. 24" DIA. 24" DIA. 24" DIA. 24" DIA. 18X18 RET. 800 CFM 18X18 RET. 800 CFM 16X8 RET. 500 CFM 16X8 RET. 500 CFM 16X8 RET. 500 CFM 16X8 RET. 500 CFM 16X8 RET. 500 CFM 16X8 RET. 500 CFM 26" DIA. 24" DIA. 22" DIA. 20" DIA. 16X8 RET. 500 CFM 16X8 RET. 500 CFM 20" DIA. 26" DIA. 30X18 30X16 36X6 BAR GRILLE 600 CFM 36X6 BAR GRILLE 600 CFM 36X6 BAR GRILLE 600 CFM 24X6 BAR GRILLE 500 CFM 24X6 BAR GRILLE 500 CFM 16" DIA. 16" DIA. EF #3 250 CFM EF #1 250 CFM EF #2 250 CFM 16" DIA. A/C SPLIT UNIT A/C SPLIT UNIT A/C SPLIT UNIT A/C SPLIT UNIT SERVER ROOM OFFICE SWING SPACE AREA A/C ROOM OFFICE CONFERENCE ROOM OFFICE OFFICE OFFICE AREA OFFICE AREA UP ADA ACCESS AND STAFF MEN'S WOMEN'S DOF PARKING TO REMAIN DN. -10" 0" 0" 0" -6" ADA ACCESS AND STAFF ADA ACCESS AND STAFF COMPUTER TRAINING LAB ALT. 3 UP NOTE: 1 THE OFFICES SHALL HAVE EXPOSED DUCT WORK IN THIS AREA AND THE LOCATION OF CIRCULAR DUCT WORK NEEDS TO BE COORDINATED WITH THE PENDANT LIGHTING LAYOUT AS PER THE ARCHITECT'S APPROVAL. FAN COIL LAYOUT SHALL BE DETERMINED UNDER MEP ALLOWANCE. REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 2 SCALE: 1/8" = 1'-0" PROPOSED FIRST FLOOR AIR CONDITION LAYOUT 2 SCALE: 1/16" = 1'-0" PROPOSED FIRST FLOOR AIR CONDITION LAYOUT (ENLARGED PLAN) PROPOSED FIRST FLOOR AIR CONDITION LAYOUT M1.01 AIR CONDITIONING CONDENSING UNIT 2"X2" STL. TUBES STL. CHANNELS STL. POST EXISTING WALL EXISTING RAFTERS EXISTING PURLINS EXISTING WALL EXISTING METAL ROOFING WOOD BASE ATTACHED TO PURLINS STL. CHANNEL WD. BEAM STL. BRACING STL. BRACING AIR CONDITIONING CONDENSING UNIT +/- 18" O.C. (TYP.) (INSTALL CONDENSING UNIT ON ISOLATION MOUNTS TO ATTENUATE NOISE TRANSMISSION. APPROVED BY ARCHITECT.) STL . POST STL. CHANNEL 2"X2" METAL STL. CHANNEL (ALL EXPOSED MATERIAL TO BE HOT DIPPED GALV. TREATED & PRIME & PAINTED.) EXISTING RAFTERS EXISTING PURLINS EXISTING METAL ROOFING. REPLACE SHEATHING WHERE DETERIORATED CONDITION REQUIRE (CONFIRM WITH ARCHITECT) METAL FLASHING WD. BASE WD. BEAM STL. CHANNEL STL . POST STL . POST STL. STUB CHANNEL 2"X2" GAL. METAL CHANNEL EXISTING RAFTERS EXISTING PURLINS EXISTING METAL ROOFING METAL FLASHING WD. BASE WD. BEAM METAL FLASHING TREATED WOOD CANT REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 4 AIR CONDITION ROOF SECTION SCALE: 3/4"=1'-0" 1 AIR CONDITION ROOF DETAIL SCALE: 1 1/2"=1'-0" 2 AIR CONDITION ROOF DETAIL SCALE: 1 1/2"=1'-0" 3 AIR CONDITION ROOF DETAIL SCALE: 1 1/2"=1'-0" AIR CONDITION CONDENSING UNIT RACK DETAIL M2.01 REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 1 AIR CONDITION DETAILS AND NOTES NOT TO SCALE AIR CONDITION DETAILS AND NOTES M2.02 UP UP 110 UP OFFICE SWING SPACE DEPT. OF FINANCE ADA ACCESS AND STAFF MEN'S WOMEN'S ELEVATOR 2 ELEVATOR 1 DOF PARKING TO REMAIN DN. -10" 0" 0" 0" -6" ADA ACCESS AND STAFF EXISTING COLUMNS STEEL GATE UP UP UP DN. COPY CENTER NEW STAIR DN. FIN 122 EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN EXISITNG TO REMAIN NEW STAIRS RAMP NO.1 RAMP NO.3 T.B.D. LOBBY OUTLINE OF SECOND FLOOR ABOVE OUTLINE OF SECOND FLOOR ABOVE AREA OF RENOVATION N.I.C. SEE SHT A5.02 RAMP NO.3 SEE SHT A5.03 SEE SHT A5.02 SEE SHT A5.01 TEMPORARY ACCESSIBLE RAMP 101 102 103 104 105 106 108 109 107 110 111 112 113 114 116 117 115 118 120 121 123 122 125 124 119 BIT-101 BIT-102 BIT-104 BIT-103 BIT-105 FIN-106 FIN-107 FIN-108 FIN-102A FIN-102B FIN-129 FIN-130 FIN-131 FIN-110 FIN-109 FIN-127 FIN-128 FIN-126 FIN-106A BIT-106 FIN-101 FIN-104 FIN-103 BIT-107 OFFICE CONFERENCE ROOM COPY CENTER AND SUPPLIES OFFICE OFFICE OFFICE AREA A/C ROOM RECEPTION / SPECIALIST UNISEX RESTRM. CORRIDOR NO.1 UNSEX RESTRM. STORAGE NO.1 OFFICE AREA OFFICE OFFICE STORAGE NO.2 UNISEX RESTRM. T.B.D. RAMP NO.2 OFFICE AREA SERVER CLOSET EXISTING TO REMAIN DATA CLOSET CONFERENCE TRAINING ROOM STORAGE & CONTROL STORAGE RAMP NO.4 COMPUTER TRANING LAB LOBBY NO.1 FURNITURE TROLLEY LOBBY NO.2 COPY CENTER ISLAND FAIR DEPARTMENT STORE (N.I.C.) UP UP ADA ACCESS AND STAFF ELEVATOR 1 DOF PARKING TO REMAIN COPY CENTER DN. RAMP NO.1 RAMP NO.3 T.B.D. OUTLINE OF SECOND FLOOR ABOVE AREA OF RENOVATION SEE SHT A5.02 RAMP NO.3 SEE SHT A5.03 SEE SHT A5.02 SEE SHT A5.01 TEMPORARY ACCESSIBLE RAMP 101 102 103 104 105 106 108 109 107 110 111 112 113 114 116 117 115 118 120 121 123 122 125 124 119 OFFICE CONFERENCE ROOM COPY CENTER AND SUPPLIES OFFICE OFFICE OFFICE AREA A/C ROOM RECEPTION / SPECIALIST UNISEX RESTRM. CORRIDOR NO.1 UNSEX RESTRM. STORAGE NO.1 OFFICE AREA OFFICE OFFICE STORAGE NO.2 UNISEX RESTRM. T.B.D. RAMP NO.2 OFFICE AREA SERVER CLOSET EXISTING TO REMAIN DATA CLOSET COPY CENTER EMERGENCY EXIT SIGN HARD WIRE TO PANEL BOX WITH BATTERY BACKUP FIRE EXTINGUISHER FIRE ALARM WITH BATTERY BACKUP LEGEND SMOKE DETECTOR HARD WIRE TO PANEL BOX WITH BATTERY BACKUP REVISIONS DRAWN BY: CHECKED BY: DATE: JOB NO: 2017.1 The Department of Finance Temporary Transition Area Kronprindsens Quarter St. Thomas, U.S.V.I. 00802 D. deJongh 05/01/2018 ISSUE FOR BID 2 SCALE: 1/8" = 1'-0" FIRST FLOOR FIRE SAFETY PLAN 2 SCALE: 1/16" = 1'-0" FIRST FLOOR FIRE SAFETY PLAN (ENLARGEMENT) FE1.01 O.C. & B.S. FIRST FLOOR FIRE SAFETY PLAN