USVI Public Records

Document text

— = 7 _/ vil — | | [ J ITEM LOCATION No 24C ESTATE LAREINE STATUS LEGALLY EXISTING ZONING & LAND USE PROPOSED NO CHANGES TO OCCUPANCY OR USE, COMPLIANT WITH ZONING CODE SUMMARY APPLICABLE CODES: INTERNATIONAL BUILDING CODE - 2015 INTERNATIONAL RESIDENTIAL CODE - 2015 NATIONAL FIRE PREVENTION ASSOCIATION (NFPA) - 2015 OCCUPANCY CLASSIFICATION: BUSINESS - GROUP B CONSTRUCTION TYPE: V-B, UNPROTECTED, UNSPRINKLERED FIRE RESISTANT CONSTRUCTION: EXTERIOR WALLS NOT REQUIRED TENANT SEPARATION NOT REQUIRED FIRE PROTECTION SYSTEM MANUAL FIRE ALARM NOT REQUIRED AUTOMATIC SMOKE DETECTION SYSTEM — NOT REQUIRED OCCUPANT LOAD 3,261 SF / 100 GROSS = 33 OCCUPANTS EGRESS SINGLE MEANS OF EGRESS O.K. PER IBC 1015.1 & NFPA 30.2.4.4 EGRESS WIDTH DOORS (LARGEST SPACE - SCALE ROOM) 283 SF = 3 OCCUPANTS WIDTH REQUIRED 3x2 = .6 WIDTH PROVIDED 36 - OK MAXIMUM COMMON PATH OF TRAVEL - 75 FT. MAX. - 14'OK MAXIMUM TRAVEL DISTANCE - 200 FT. MAX. 14'OK ACCESSIBILITY ALL PUBLIC SPACES COMPLIANT - REFER TO DIAGRAMS IN DRAWINGS ESTATE LA REINE oT. CROIX, U.S.V.I. Steven E. Hutchins Architects Inc. ARCHITECT PERMIT SET 8-4-2017 CARIBBEAN SEA HAMS BLUFF FISH MARKET IMPROVEMENTS DRAWING INDEX 00 Gt AO AO.1 A0.2 At A2 A3 A4 AS AG A7 A8 AQ P1 P2 P3 E1 E2 E3 COVER SHEET SPECIFICATIONS SITE PLAN SITE DETAILS STORAGE TANK PLAN OVERALL FLOOR PLAN ELEVATIONS ROOF/ GUTTER & DOWNSPOUT PLAN WALL SECTIONS BUILDING SECTIONS & DETAILS EXTERIOR AND STRUCTURAL DETAILS WINDOW & DOOR SCHEDULES ENLARGED PLANS ENLARGED PLANS/ INTERIOR ELEVATIONS PLUMBING DETAILS, LEGEND, SHEDULE, NOTES & SPECIFICATIONS PLUMBING FLOOR PLANS PLUMBING PLAN, GRAVITY LINES ELECTRICAL FLOOR PLAN ELECTRICAL RISERS, SCHEDULES, & DETAILS ELECTRICAL LEGEND, SCHEDULES, & DETAILS KEY MAP BUCK ISLAND PT UDALL CONTAINER PORT SECTION @IN@ - SUMMART PART | - GENERAL | SUMMARY OF WORK A. Project Identification: As follows: |. Location: La Reine Fish Market, St. Croix 20820, U.S.v.l. 2. Owner: ..B. Contract Documents were prepared by Steven E. Hutchins Architects, Inc. , 1O9-IlB Castle Coakley, Christiansted, USM... Cc. The work consists of the renovation of a commercial fish market, associated site work, and new utilities, as described in the Contract Documents. 12 WORK RESTRICTIONS A. Contractor's Use of Premises: During construction, Contractor shall have full use of site with the exception of existing landscaping that must be protected from damage. Contractor's use of premises is limited only by Owner's right to perform work or employ other contractors on portions of Project. PART 2 - PRODUCTS (Not Applicable? PART 3 - EXECUTION (Not Applicable? END OF SECTION @IIIO SECTION ©2222 - SELECTIVE DEMOLITION PART | - GENERAL 11 SECTION REQUIREMENTS A. Unless otherwise indicated, demolished materials become Contractor's property. B. Comply with EPA regulations and disposal regulations of authorities having jurisdiction. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.) DEMOLITION A. Locate, identify, shut off, disconnect, and cap off utility services to be demolished. B. Employ a certified, licensed exterminator to treat building and to control rodents and vermin. C. Conduct demolition operations and remove debris to prevent Injury to people and damage to adjacent buildings and site improvements. D. Provide and maintain shoring, bracing, or structural support to preserve building stability and prevent movement, settlement, or collapse. E. Protect building structure or interior from weather and water leakage and damage. F. Protect remaining walls, ceilings, floors, and exposed finishes. G. Promptly patch and repair holes and damaged surfaces of building caused by demolition. Restore exposed finishes of patched areas and extend finish restoration into remaining adjoining construction. H. Promptly remove demolished materials from Owner's property and legally dispose of them. Do not burn demolished materials. END OF SECTION ©222 SECTION ©2230 - SITE CLEARING PART | - GENERAL 1.1 SECTION REQUIREMENTS A. Protect remaining site improvements from damage. Restore damaged work to condition existing before start of site clearing. B. Protect remaining trees and shrubs from damage and maintain vegetation. Employ a licensed arborist to repair tree and shrub damage. Restore damaged vegetation. Replace damaged trees that cannot be restored to full growth, as determined by arborist. C. Removal or destruction of trees, shrulos, and other existing landscaping vegetation is not permitted. Where removal of vegeation is required for new construction Contractor shall obtain approval from Ouner prior to removal D. Do not store materials or equipment or permit excavation within drip line of remaining trees. E. Determine location of existing utility services before site clearing. Comply with local utility service requirements. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.) SITE CLEARING A. Install erosion and sedimentation control measures before site clearing. B. Obtain Ouner permission to remove trees, shrubs, grass, and other vegetation, site improvements, or obstructions to permit installation of new construction. Remowal includes digging out and off-site disposal of stumps and roots. C. Strio topsoil. Stockpile topsoil that will be reused in the Work. D. In areas not to be further excavated, fill depressions resulting from site clearing. Place and compact satisfactory soil materials in G-inch (1b@-mm-) thick layers to density of surrounding original ground. E. Dispose of waste materials, including trash, debris, and excess topsoil, off Ouner's property. Burning waste materials on-site is not permitted. END OF SECTION ©2230 SECTION 22361 - TERMITE CONTROL PART | - GENERAL 1 SECTION REQUIREMENTS A. Provide standard warrantee... B. Engage a licensed professional pest control operator to apply termite control solution. Cc. Use only termiticides that bear a federal registration number of the U.S. EPA. PART 2 - PRODUCTS 2.. TERMITICIDES A. Provide a working solution of Fipronil in concentrations recommended by manufacturer. PART 3 - EXECUTION 3.) INSTALLATION A. Prepare surfaces and apply treatment at rates and concentrations recommended in manufacturer's written instructions. B. Apply termite control to the following: Below concrete slabs (except cisterns and swimming pool), Building perimeters. C. Post signs in areas of application warning workers that soil termiticide treatment has been applied. Remove signs when areas are covered by other construction. D. Reapply soil termiticide treatment solution to areas disturbed by subsequent excavation or other construction activities following a lication. END OF SECTION @236\ SECTION @2151 - PORTLAND CEMENT CONCRETE PAVING PART | - GENERAL 1 SECTION REQUIREMENTS A. Submit design mixes for concrete. B. Comply with ACI 201, "Specification for Structural Concrete." PART 2 - PRODUCTS 2.1. MATERIALS A. Deformed Reinforcing Bars: AGlIBM, Grade 422). B. Welded Steel Wire Fabric: ASTM A 185, flat sheets, not rolis. Cc. Chemical Admixtures: ASTM C 494. Calcium chloride shall not be used. D. Liquid Membrane-Forming Curing Compound: ASTM C 309, clear, Type |, Class B, waterborne. ASTM A 6|5, Grade 6@ (ASTM E. Nonslion Aggregate: Factory-produced, rustproof, nonglazing, fused aluminum-oxidle granules or crushed emery, unaffected by moisture, and cleaning materials. 2.2 MIXES A. Proportion normal-weight concrete mixes to provide the following properties: |. Compressive Strength: 23002 psi (20.1 MPa) at 28 days. 2. Slump Limit: 4 inches (1IOD mm) at point of placement. 3. W/C Ratio: O45 maximum at point of placement. 4. Air Content: 55 to 12 perce PART 3 - EXECUTION 3.) PAVING A. Accurately position and support reinforcement, and secure against displacement. B. Locate and install contraction, construction, isolation, and expansion joints as indicated or required. Cc. Place concrete in a continuous operation within planned joints or sections. Do not add water to adjust slump. D. Float surfaces to true planes within a tolerance of 1/4 inch in I@ feet (1:480) and medium-to-coarse-textured broom finish. E. Tool edges and joints to a radius of 741/4 inch (6 mm)% *43/8 inch (3.5 mm). F. Uniformly spread 25 lb/IOO oq. ft. (15 kg/sq. m) of dampened nonslip aggregate over float-finisned paving surface, tamp, and expose nonslip aggregate. G. Begin curing after finishing concrete. Keep concrete continuously moist for at least 1 days or Apply membrane-forming curing compound to concrete. H. Contractor will employ a testing agency to sample concrete, perform tests, and submit test reports during concrete placement. |. Remove and replace concrete paving that is broken, damaged, or defective. Exclude traffic from paving for at least l4 days. END OF SECTION ©2715] SECTION 02821 - CHAIN LINK FENCES AND GATES PART | - GENERAL Ll SECTION REQUIREMENTS A. Submit Product Data. PART 2 - PRODUCTS 2.| RESIDENTIAL FENCE COMPONENTS A. Galvanized steel fence not more than 6 feet (183 m) high complying with ASTM F 16l. Fabricate swing gates according to ASTM F 654. lL Fabrice: 2-1/8-inch (54-mm) mesh fabricated from O1|1B-inch- (2.3-mm-) diameter wire. 2. Posts: |1-5/B-inch- (41.3-mm-) diameter line posts: and 2-inch- (5@.8-mm-) diameter end, corner, and gate posts. 3. Top Rail: |-3/8-inch- (34.3-mm-) diameter top rail. 2.22 COMMERCIAL FENCE COMPONENTS A. Fabric: 2-inch (502.8-mm) mesh fabricated from @.12@Q-inch- (3-mm-) diameter wire complying with Chain Link Fence Manufacturers Institute's "Product Manual." l. Galvanized Steel wire. B. Galvanized Steel Pipe Posts: As follows: |. Line or Intermediate Posts: |13@-inch (48.3-mm) for fabric heights up to & feet (1835 m) 2.315-inch (60.3-mm) for fabric heights 6 feet (183 m) and more OD. 2. Ena, Corner, and Full Posts: 2.315-inch (60.3-mm) for fabric heights up to © feet (1.83 m) 2.815-inch (13-mm) for fabric heights & feet (183 m) and more OD. 3. Top Rails: |le@@-inch (422-mm) OD. 4. Swing-Gate Posts: 2.815-inch (13-mm) for fabric heights up to 6 feet (183 m) and gate leaves up to I feet (32.05 m) wide 4-inch (1O16-mm) for fabric heights 6 feet (183 m) and more and gate leaves up to |2 feet (3.66 m) wide OD. 5. Suing-Gate Frames: 1.90-inch (48.3-mm) OD. C. Fittings and Accessories: Comply with ASTM F 626. I. Post and Line Caps: Provide weathertight cap for each post. Provide line post caps with loop to receive tension wire or top rail. 2. Post Brace Assembly: Same material as top rail with 3/8-inch- (25-mm-) diameter rod and adjustable tightener. 3. Bottom and Center Rail: Same material as top rail with cap on each end. 4, Tension or Stretcher Bars: Galvanized steel bar, 2 inches (50.8 mm) shorter than fabric height, 3/l6 inch (4.16 mm) thick by 3/4 inch (13.1 mm) wide. 5. Tension Bands: 3/4-inch- (12.1-mm-) wide galvanized steel bands, 2.214 inch (1.88 mm) thick 6. Brace Bands: 3/4-inch- (lS1-mm-) wide galvanized steel bands, Q1IO5 inch ((2.67 mm) thick) 1. Tension Wire: @)11-inch- (4.5-mm-) diameter, metallic-coated-steel marcelled wire with finish to match fabric. &. Tie Wires: O1OG-inch- (2.1-mm-) diameter, galvanized steel or Q148-inch- (3.16-mm-) diameter, aluminum alloy wire with finish to match fabric wire. D. Swing Gates: Comply with ASTM F 300. Provide galvanized hardware and accessories for each gate as follows: I. Hinges: Non-liftoff type, offset to permit |g@O@-degree gate opening. 2. Latch: Forked type or plunger-bar type with padlock eye. 3. Keeper: Provide a keeper for vehicle gates that automatically engages gate leaf and holds it in open position until manually released. 4.Gate Stops: For double gates, provide gate stops set in concrete, designed to engage a center drop rod or plunger bar. Include a locking device permitting both gate leaves to be locked with a single padlock PART 3 - EXECUTION 3.) INSTALLATION A. Install fence to comply with ASTM F 567. B. Excavation: Drill post holes & inches (20@ mm) in diameter and 4@ inches (1@2 m) in depth, equally spaced, but not more than ID feet (3.05 m) apart. Setting Posts: Set posts in holes approximately 4 inches (102 mm) above bottom of excavation. Align posts vertically and align tops. Four concrete footings 2 inches (50.8 mm) above grade and trowel to a crown to shed water. END OF SECTION ©2821 SECTION @4810 - UNIT MASONRY ASSEMBLIES PART | - GENERAL | SECTION REQUIREMENTS A. Comply with ACI 530.1/ASCE 6/TMS 622. PART 2 - PRODUCTS 2.1 MASONRY UNITS A. Concrete Masonry Units: ASTM C 20, Weight Classification, Normal Weight, Type II, nonmoisture-controlled units. 2.2 MORTAR A. Mortar: ASTM C 210, Proportion Seecification, for joo-mixed mortar and ASTM C 1142 for ready-mixed mortar |. Masonry Cement: 2. Do not use calcium chloride in mortar. 3. For masonry below grade, in contact with earth, reinforced masonry, ano where indicated, use Type S or RS. 4. For exterior, above-grade, load-bearing and non-load-bearing walle and parapet walls, for interior load-bearing walls, for interior non-load-bearing partitions, and for other applications where another type is not indicated, use Tyee N or RN. 2.3 JOINT REINFORCEMENT, TIES, AND ANCHORS A. Provide join reinforcement formed from galvanized carbon-steel wire, ASTM A 153, Class B-2, for both interior and exterior walls. |. Wire Diameter for Side Rods: 21815 inch (4.8 mm). 2. Wire Diameter for Cross Rods: @1815 inch (4.8 mm). 3. For single-wythe masonry, provide ladder design. 4. For multiuythe masonry, provide ladder design with 3 side rode. B. Rigid Anchors: Fabricate from steel bars |-1/2 inches (38 mm) wide by I/4 inch (6.4 mm) thick by 24 inches (6@@ mm) long, with ends turned up 2 inches (5@ mm) or with cross pins. 2.4 MISCELLANEOUS MASONRY ACCESSORIES A. Weep Holes: Round polyethylene tubing, 3/8-inch (3.5-mm) OD. B. Masonry Cleaner: 1/2-cup (@.14-L) tetrasodium polyphosphate and 1/2-cup (@.14-L) laundry detergent dissolved in| gal. (4 L) of water. PART 3 - EXECUTION 3.) INSTALLATION, GENERAL A. Cut masonry units with motor-driven saws. Install cut units with cut surfaces and, where possible, cut edges concealed. B. Mix units for exposed unit masonry from several pallets or cubes as they are placed to produce uniform blend of colors and textures. Cc. Matching Existing Masonry: Match coursing, bonding, color, and texture of existing masonry. D. Stopping and Resuming Work: do not tooth. E. Fill cores in hollow concrete masonry units with grout 24 inches (@@@ mm) under bearing plates, beams, lintels, posts, and similar items, unless otherwise indicated. F. Build non-load-bearing interior partitions full height and install compressible filler in joint between top of partition and underside of structure above. G. Tool exposed joints slightly concave when thumbprint hard, unless otherwise indicated. H. Keep cavities clean of mortar droppings and other materials during construction. Strike joints facing cavities flush. 3.2 LINTELS A. Install steel lintels where indicated. B. Masonry lintels where shown. Precast lintels made from concrete matching concrete masonry units in color, texture, and compressive strength and with reinforcement bars indicated or required to support loads indicated. Cc. Minimum bearing of & inches (200 mm) at each jamb, unless otherwise indicated. 3.3 FLASHING AND WEEP HOLES A. Install embedded flashing and weep holes in masonry at shelf angles, lintels, ledges, other obstructions to the downward flow of water in the wall, and where indicated. B. Place through-wall flashing on sloping bed of mortar and cover with mortar. Seal penetrations in flashing before covering with mortar. |. Extend flashing 4 inches (10M mm) into masonry at each end and turn up 2 inches (5@ mm) to form a pan. C. Trim wicking material used in weep holes flush with outside face of wall after mortar has set. 3.4 PARGING A. Parge predampened masonry walls, where indicated, with Type S or Type N mortar applied in 2 uniform coats with a steel-trowel finish. Form a wash at too of parging and a cove at bottom. Damp cure parging for at least 24 hours. 35 CLEANING A. Clean stone masonry veneer as work progresses. Remove mortar fins and smears before tooling joints. B. Final Cleaning: After mortar is thoroughly set and cured, remove large mortar particles and scrub unit masonry. |, Wet wall surfaces with water, apply cleaner, then remove cleaner by rinsing thoroughly with clear water. END OF SECTION 24810 In each course, rack back units+ SECTION @6I1O@ - ROUGH CARPENTRY PART | - GENERAL 11 SECTION REQUIREMENTS A. Submit model code evaluation reports for engineered wood products. PART 2 - PRODUCTS 2.| LUMBER, GENERAL A. Dressed lumber, 545, |3 percent maximum moisture content for 2-inch (28-mm) thickness or less, marked with grade stamp of inspection agency. B. All structural timber shall be Southern Tellow Pine No. | or better unless shown otherwise. Minimum Bending Stress 1202 psi, Modulus of Elasticity 16Q@@ ksi and Service Moisture Content of no more than |S %. Cc. All wood members and panels shall be Borate Pressure Treated. 2.22 TREATED MATERIALS A. Preservative-Treated Materials: AWPA C2 lumber and AWPA C32 plywood, labeled by an inspection agency approved by ALSC's Board of Review. After treatment, kiln-ory lumber and plywood to 13 and 15 percent moisture content, respectively. Treat indicated items and the following: |. Wood members in connection with roofing, flashing, vapor barriers, and waterproofing. 2. Concealed members in contact with masonry or concrete. 3. Wood framing members less than 18 inches (460 mm) above grade. 4. Wood floor plates installed over concrete slabs directly in contact with earth. 5. All structural wood members and panels. 2.33 LUMBER A. Dimension Lumber: indicated. |. Non-Load-Bearing Interior Partitions: grade: Mixed southern pine: SPIB 2. Framing Other Than Non-Load-Bearing Partitions: Construction or No. 2 grade: Southern pine: SPIB or Douglas fir south: WUPA. 3. Exposed Framing: Select Structural grade, hand-selected: Southern pine: SPIB B. Timbers 5-inch Nominal (l1-mm Actual) Size and Thicker: Southern pine, No. | Dense per SPIB rules. C. Concealed Boards: 19 percent maximum moisture content: Mixed southern pine: No. 2 per SPIB rules D. Miscellaneous Lumber: No. 3 or Standard grade of any species for nailers, blocking, and similar members. 2.4 ENGINEERED WOOD PRODUCTS 2.55 MISCELLANEOUS PRODUCTS A. Air-Infiltration Barrier: ASTM D 226, Type |, No. IB asphalt felt, unperforated, Polyolefin material complying with ASTM E 1677, Type |, with minimum water-vapor transmission of ID perms (515 ng/Pa x 6 x sq. m). B. Fasteners: Size and type indicated. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with a hot-dip zinc coating per ASTM A 153 or of Type 3204 stainless steel. |. Power-Driven Fasteners: CABO NER-272. 2. Bolts: Steel bolts complying with ASTM A 201, Grade A (ASTM F 568, Property Class 46), with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat washers. Cc. Metal Framing Anchors: Hot-dip galvanized steel of structural capacity, type, and size indicated. D. Sill-Sealer: Glass-fiboer insulation, l-inch (25-mm) thick, compressible to 1/32 inch (@.2 mm). E. Adhesives for Field Gluing Panels to Framing: APA AFG-@I. The following grades per inspection agency Standard, Stud, or No. 3 PART 3 - EXECUTION 3.) INSTALLATION A. Fit rough carpentry to other construction: scribe and cope for accurate fit. Correlate location of furring, blocking, and similar supports to allow attachment of other construction. B. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: |. CABO NER-272 for power-driven staples, P-nails, and allied fasteners. 2. Published requirements of metal framing anchor manufacturer. 3. "Table 602.3a--Fastener Schedule for Structural Members" of the CABO One and Two Family Dwelling Code, 'Table 2305.2--Fastening Schedule" of the BOCA National Building Code, "Table 1105.|--Fastening Schedule’ of the Standara Building Code, "Table 23-|-Q--Nailing Schedule" of the Uniform Building Code. Cc. Use hot-dip galvanized or stainless-steel nails where rough carpentry is exposed to weather, in Ground contact, or in area of high relative humidity. END OF SECTION 2610@ SECTION 21920 - JOINT SEALANTS PART | - GENERAL Ll SECTION REQUIREMENTS A. Sulemit Product Data and color samples. PART 2 - PRODUCTS 2.1 JOINT SEALANTS A. Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under service and application conditions. B. Elastomeric Sealant: Comply with ASTM C 920. . Multioart, neutral-curing silicone sealant, Tyoe M, Grade NS, Class 25, Uses T,NT,M, G A and O. 2. One-part, neutral-curing silicone sealant, Tyoe S, Grade NS, Class 25, Uses T,NT,M, G, A and oO. 3. One-part, mildew-resistant silicone sealant, Type S, Grade NS, Class 25, Uses NT, G A and O. 4. Multioart, nonsag urethane sealant, Tyoe M, Grade NS, Class 25, Uses T,NT,M, G A and oO. 5. One-part, pourable urethane sealant, Tyoe S, Grade P, Class 25, Uses T,M,G, A and oO. Cc. Acrylic Sealant: One-part, nonsag, solvent-release-curing acrylic terpolymer sealant complying with AAMA 808.3 or FS TT-S-2@23@, or both, with capability, wnen tested per ASTM C 119, to withstand plus or minus (12.5 percent) change in joint width existing at time of application without falling. D. Buty! Sealant: Manufacturer's standard one-part, nonsag, solvent-release-curing, polymerized butyl sealant complying with ASTM C 1085 and formulated with a minimum of 15 percent solids to be nonstaining, paintable and have a tack free time of 24 hours or less. E. Acrylic-Emulsion Sealant: One-part, nonsag, mildew-resistant, paintable, acrylic-emulsion sealant complying with ASTM C 234. F. Silicone-Emulsion Sealant: Product complying with ASTM C 834 and, except for weight loss measured per ASTM C 1292, with ASTM C 9320, that accomodates joint movement of not more than 25 percent in both extension and compression for a total of 5@ percent. PART 3 - EXECUTION 3.) INSTALLATION A. Comply with ASTM C 193. END OF SECTION 21922 SECTION @&lllB - HOLLOW METAL DOORS AND FRAMES PART | - GENERAL ll SECTION REQUIREMENTS A. Submit Product Data and door schedule. B. Min. thickness of base metal without coatings NAAMM-HMMA 223. PART 2 - PRODUCTS 2.1. MATERIALS A. Cold-Rolled Steel Sheets: Type B. quality. 22 EXTERIOR DOORS AND FRAMES. A. Heavy Duty doors and frames: SDI A250.8, Level 2 2.3 MISCELLANEOUS. A. Prepare frames to receive mortised and concealed hardware according to SDI 127. B. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations relative to applying finishes. |. Apply shop primer that complies with ANS! A224. SECTION @8361 - SECTIONAL OVERHEAD DOORS PART | - GENERAL 11 SECTION REQUIREMENTS A. Submit Product Data. B. Design and reinforce sectional overhead doors to withstand a 145 mph min. wind speed. PART 2 - PRODUCTS 2.1 SECTIONAL OVERHEAD DOORS A. Manufactured by Overhead Door "SERIES 610" hurricane rated t5@ PSF or approved equal. B. Operation: manual. C. Tracks, Supports, and Hardware: Manufacturer's standard. PART 3 - EXECUTION 3.1) INSTALLATION A. Install door, track, and operating equipment according to Shop Drawings. END OF SECTION ©8361 SECTION @85iI5 - ALUMINUM JALOUISE WINDOWS PART | - GENERAL ll SECTION REQUIREMENTS A. Submit Product Data and color Samples. PART 2 - PRODUCTS 2.1 ALUMINUM WINDOWS A. JALOUISE ALUMINUM WINDOWS AS INDICATED B. MANUFACTURERS: CENTERLINE CORP GIBRALTER 522 w/ ALUMINUM BLADES w/ SECURITT BARS OR EQUAL. Cc. FACTORY MILL FINISH WINDOW. PART 3 - EXECUTION 3.1 INSTALLATION A. Provide all hardware, operators, anchors, clips, limit devices, and other components necessary for a complete and weathertight installation. B. Provide insect screens for Projected Windows. END OF SECTION @85lI5 SECTION @811I2 - DOOR HARDWARE PART | - GENERAL 2.1 SECTION REQUIREMENTS A. Suomit harduare schedule. PART 2 - PRODUCTS 2.1 HARDWARE A. Door Hardware: As indicated in the Schedule. |. Nonremovable hinge pins for exterior and public interior exposure. 2. Cylinders with @-pin tumblers. B. Key locks to Owner's new master-key system. Provide key control system, including cabinet. Cc. Provide hardware manufactured by Schlage, Hagaq, or approved equal. PART 3 - EXECUTION 3.) INSTALLATION A. Mount hardware in locations recommended by the Door and Hardware Institute, unless otherwise indicated. B. Refer to Drawings for Hardware Schedule END OF SECTION 28110 ASTM A 1008/A, commercial steel (CS), SECTION 09220 - PORTLAND CEMENT PLASTER PART | - GENERAL 1] SECTION REQUIREMENTS A. Sumit Product Data and finish Samples. PART 2 - PRODUCTS 3.) LATH A. Woven-Wire Lath: ASTM C 1032, fabricated into |-1/2-inch (38-mm) hexagonal-shaped mesh with minimum @.O51O-inch- ¢(1.3-mm-) diameter, galvanized steel wire. B. Paper Backing: Asphalt-impregnated paper complying with FS UU-B-193@, Type |, Grade D (vapor permeable), Style 2, factory bonded to back of lath. 3.2 ACCESSORIES A. Comply with material provisions of ASTM C 1963 and the requirements indicated belowt coordinate depth of accessories with thicknesses and number of plaster coats required. |. Galvanized Steel Components: Fabricated from zinc-coated (galvanized) steel sheet complying with ASTM A 653, G40 (ASTM A 653M, Z3@) minimum coating designation. 2. Plastic Components: ASTM D 4216, high-impact PYC for building products. 3.3 PORTLAND CEMENT PLASTER A. Fiber for Base Coat: Alkaline-resistant glass or polypropylene fibers, I/2 inch (IB mm) long, free of contaminates, manufactured for use in portland cement plaster. B. Lime: ASTM C 206, Type St ASTM C 201, Type S. C. Base-Coat Cements: Portland cement, ASTM C |I5@, Type | ray. = Base-Coat Aggregate: Sand, ASTM C 891. E. Job-Mixed Finish Coat: Comply with ASTM C 326. |. Portland cement, ASTM C 15@, Type | gray. 2. Manufactured or natural sand, ASTM C 897, in color required to produce plaster of color selected. PART 3 - EXECUTION 3.1 INSTALLATION A. Install lathing materials to comply with ASTM C 1963 and ML/SFA 220, "Guide Specification for Metal Lathing and Furring.' |. Comply with ASTM C 154 for installing non-load-bearing stud systems. 2. Comply with ASTM C 1O@71 for installing load-bearing stud systems. B. Install supplementary framing, blocking, and bracing at terminations in Work and for support of fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, and similar work. C. Proportion, mix, apply, and cure plaster materials and finishes to comply with ASTM C 326. Apply 2 coats. Apply float finish coat. END OF SECTION @922@ SECTION @93310 - PAINTING PART | - GENERAL lL] SECTION REQUIREMENTS A. Suomit Product Data and color Samples. B. Obtain block fillers, primers, and undercoat materials for each coating system from the same manufacturer as the finish coats. Cc. Paint all exposed surfaces, new and existing, unless otherwise indicated. D. Do not paint prefinished items, finished metal surfaces, operating parts, labels, and materials cCoviously intended to be left exposed such as brick and tile. Do not paint concealed surfaces, with the following exceptions: |. Label mechanical piping in accessible ceiling spaces. 2. Paint the back side of access panels. E. Deliver to Ouner a |-gal. (3.2-L) container, properly labeled and sealed, of each color and type of finish coat paint used on Project. PART 2 - PRODUCTS 2.1 PAINT A. Manufacturer's best-quality paint material of the various coating types specified. B. Provide paint and coatings manufactured by Sherwin Williams or approved equal. PART 3 - EXECUTION 3.) INSTALLATION A. Comply with paint manufacturer's written instructions for surface preparation, environmental and substrate conditions, product mixing, and application. 32 EXTERIOR PAINT SCHEDULE A. Concrete, Stucco, and Masonry: As follows: |. Low-Luster Acrylic: 2 coats over primer. B. Concrete Masonry Units: As follows: |. Low-Luster Acrylic: 2 coats over block filler. Cc. Exterior Gypsum Soffit Board: As follows: |. Semigloss, Acrylic Enamel: 2 coats over primer. D. Smooth Wood: As follows: |. Semigloss, Acrylic Enamel: 2 coats over primer. E.Wood Trim: As follows: |. Medium-Shade, Semigloss, Acrylic Enamel: F. Plywood: As follows: |. Low-Luster Acrylic: 2 coats over primer. G. Stained Wood: As follows: |. Flat Alkyd: One coat semitransparent, alkyo, penetrating wood stain. H. Ferrous Metal: As follows: |. Full-Gloss, Alkyd Enamel: 2 coats over rust-inhibitive primer. |. Zine-Coated Metal: As follows: |. Full-Gloss, Alkyd Enamel: 2 coats over galvanized metal primer. J. Aluminum: As follows: |. Full-Gloss, Alkyd Enamel: 2 coats over primer. 3.3 INTERIOR PAINT SCHEDULE A. Concrete and Masonry: As follows: I. Low-Luster, Acrylic Enamel: 2 coats over primer. B. Concrete Masonry Units: As follows: |. Low-Luster, Acrylic Enamel: 2 coats over block filler. C. Mineral-Fiber-Reinforced Cement Panels: As follows: I. Flat Acrylic: 2 coats. D. Gypsum Board: As follows: |. Low-Luster, Acrylic Enamel: E. Plaster: As follows: |. Low-Luster, Acrylic Enamel: 2 coats over primer. F. Wooduork and Hardboard: As follows: |. Semigloss, Acrylic Enamel: 2 coats over primer. G. Stained Woodwork: As follows: |. Alkyd-Based, Satin Varnish: 2 coats clear-satin varnisn over sealer and wood stain. 2. Waterborne, Satin Varnish: sealer and wood stain. 3. Water-Based, Full-Gloss, Varnish: over sealer and wood stain. 4. Alkyd -Based Stain, Wax-Polished Finish: 3 coats paste wax over sealer and wood stain. H. Natural-Finish Wooduork: As follows: |. Alkyd-Based, Satin Varnish: 2 coats clear-satin varnish over sealer. 2. Waterborne, Satin Varnish: sealer. 3, Water-Based, Full-Gloss, Varnish: over sealer. 4. Wax-Polished Finish: 3 coats paste wax over sealer. |. Ferrous Metal: As follows: |. Full-Gloss, Alkyd Enamel: 2 coats over undercoater and primer. J. Zine-Coated Metal: As follows: |. Full-Gloss, Alkyd Enamel: One coat over undercoater and primer. END OF SECTION ©9912 2 coats over primer. 2 coats over primer. 2 coats clear-satin varnish over 2 coats Full-Gloss varnish 2 coats clear-satin varnish over 2 coats Full-Gloss varnish 3.3 INTERIOR PAINT SCHEDULE A. Concrete and Masonry: As follows: |. Low-Luster, Acrylic Enamel: 2 coats over primer. B. Concrete Masonry Units: As follows: |. Low-Luster, Acrylic Enamel: 2 coats over block filler. C. Mineral-Fiber-Reinforced Cement Panels: As follows: |. Flat Acrylic: 2 coats. D. Gypsum Board: As follows: |. Low-Luster, Acrylic Enamel: E. Plaster: As follows: |. Low-Luster, Acrylic Enamel: 2 coats over primer. F. Wooduork and Hardboard: As follows: |. Semigloss, Acrylic Enamel: 2 coats over primer. G. Stained Wooduork: As follows: |. Alkyd-Based, Satin Varnish: 2 coats clear-satin varnish over sealer and wood stain. 2. Waterborne, Satin Varnish: sealer and wood stain. 3. Water-Based, Full-Gloss, Varnish: over sealer and wood stain. 4. Alkyo-Based Stain, Wax-Polished Finish: 3 coats paste wax over sealer and wood stain. H. Natural-Finish Woodwork: As follows: |. Alkyd-Based, Satin Varnish: 2 coats clear-satin varnish over sealer. 2. Waterborne, Satin Varnish: sealer. 3. Water-Based, Full-Gloss, Varnish: over sealer. 4. Wax-Polished Finish: 3 coats paste wax over sealer. |. Ferrous Metal: As follows: |. Full-Gloss, Alkyd Enamel: 2 coats over undercoater and primer. J. Zine-Coated Metal: As follows: |. Full-Gloss, Alkyd Enamel: One coat over undercoater and primer. END OF SECTION 293910 2 coats over primer. 2 coats clear-satin varnish over 2 coats Full-Gloss varnish 2 coats clear-satin varnish over 2 coats Full-Gloss varnish SECTION I5O55 - COMMON PIPING REQUIREMENTS PART | - GENERAL (Not Applicable) PART 2 - PRODUCTS 2.1 SUPPORTING DEVICES A. Hanger and Pipe Attachments: Factory fabricated with galvanized coatings: nonmetallic coated for hangers in direct contact with copper tubing. B. Building Attachments: Pouwder-actuated-type, drive-pin attachments with pullout and shear capacities appropriate for supported loads and building materials+ UL listing and FM approval for fire-protection systems. Cc. Mechanical-Anchor Fasteners: Insert-type attachments with pullout and shear capacities appropriate for supported loads and building materiale UL listing and FM approval for fire-protection systems. PART 3 - EXECUTION 3.) INSTALLATION A. Install piping free of sags and bends. B. Install fittings for changes in direction and branch connections. C. Install sleeves for pipes passing through concrete and masonry walls, qyosum-board partitions, concrete floor, and roof slabs. D. Exterior Wall, Pipe Penetrations: Mechanical sleeve seals installed in steel or cast-iron pipes for wall sleeves. E. Install dielectric unions and flanges to connect piping materials of dissimilar metals in gas, compressed air, and vacuum piping. F. Install dielectric coupling and nipple fittings to connect piping materials of dissimilar metals in water and steam piping. 3.22 HANGERS AND SUPPORTS A. Install building attachments within concrete or to structural steel. Install Additional attachments at concentrated loads, including valves, Flanges, guides, strainers, expansion joints, and at changes in direction of piping. B. Install powder-actuated drive-pin fasteners in concrete after concrete is cured. Do not use in lightweight concrete or in slabs less than 4 inches (lIO@ mm) thick C. Install mechanical-anchor fasteners in concrete after concrete ig cured. Do not use in lightweight concrete or in slabs less than 4 inches (IO@ mm) thick D. Load Distribution: Install hangers and supports so piping live and dead loading and stresses from movement will not be transmitted to connected equipment. END OF SECTION 15055 109-113 ESTATE CASTLE COAKLEY Steven E. Hutchins AIA Architects, Inc CHRISTIANSTED, ST. CROIX U.S. VIRGIN ISLANDS 00822 TEL 340-778-8898 FAX 340-778-7754 KE] IMPROVEMENTS we" EIS] MA ESTATE LA REINE ST. CROIX, U.S.V.I. SPECIFICATIONS - o ke <x = a oO re = oO = = <x a a DATE: 8-—4-17 DRAWN BY: STAFF |: \Active Projects\Fish Market SHEET NUMBER: , — _ _ _ _ — \ _ _ _ — \ _ _ _ _ \ _ O e) ° _— ns \ _ O 9 QO \ : NEW |4'x 28' REINFORCED st : CONCRETE BURIED HOLDING TANK Oo LO NEW 3'-8" $Q BURIED CONCRETE ' — ‘ DISTRIBUTION BOX AB O EXISTING 8" PVC . cL NO o> © SEWER DRAIN NEW 24' x 52' LEACH DRAINFIELD . ARC 9 iu ‘ PIPES ROUTED To ./1-® [ , a UNDERGROUND EXISTING FENCE = < <4 HOLDING TANK —— o¢€ ss - \y oo oHo Lo xs N ® \ ROUTED TO quar \ UNDERGROUND = 4 7. fo) < FOLDING TANK — NEW DUPLEX GRINDER < Te © LIFT STATION BELOW EXISTING STEEL cal a 00 \ - GRADE TANK = O° Zo ea) \ QO xt 0 ——— [od \ = bE I 00 HE ; ; | TEG=e \ EXISTING STRUGTURE Lg \ r B Z zk c MF > | oL-Y Ss LIGHT POLE ¢ FIXTURE > 1 rt. Y \ an || PER ELECTRICAL RE: : \ VSor%V*wW EI-3 Orodrkre . El ote - + p fe) —_— ~ o fl} {l ° PARCEL No. 24C \ ——- — \, o |}; il 89,590.19 sq.ft. NN — \ —— — Y) 2 © |i [| 2 | 2.0521 ac. —_— —F * o |j\/ {1 © : _——_— \ LI Zz Z> \ i A o |i) o | < LU Wu \ —— Le. | |e . > o _) \ < | NEW 12' SWING GATE lan Z \ =>wo 7 NEW BOLLARDS = \ sores —~Orx a aan {5 \ Qe nore : >, io. 280 TL O Ww m™ L \ \ PARCE \ —_ O Lu a G \ \ “ \ \ — 32 65D _ 26.69 \ O ° — \ _ \ \ _ O EXISTING FENCE _— — _ 0 O _ \2 ~ E x . 2) - . ARCE NOTE 6 oj mn aN 78 7] D |. REFERENCE SHEET AQ] ¢ A@2 FOR SITE RELATED DETAILS. = OW ’ [ag Z a 0 o Ww 2 & z a \ o = vy a - - Zz dp) D cg z _L vv Ay. oe _ s) ce x _ @) ©) O _— DATE: 8-4-17 z& worth S DRAWN BY: STAFF a ©) : |: \Active Projects\Fish Market 5 O O | . : a 5 5 5 (o) fe) ° i ° ° [o) SHEET NUMBER: NORTH AO-1 SITE PLAN f-O4'-O}4'-o 12'-" bcole-oleoleole-oleole-oleole-oleole-ofeoleol 12'-O" 4'-O14'-Ol4'-O1 S I" = 30'-O" aua'/ \ 2" \ 2 \ 3" \ 3" \ #3'-4" {\ O I's 10'-o 12'-@" PAINTED 2 1/4".» ROUND GAUGE TUBE STEEL GATE SEE SITE PLAN SHEET A® FOR HINGE PER LOCATION LATCH CLOSURE PER MANUFACTURERS SPEC. 2'-¢' 4 , | 4 \ PAINTED HINGES PER MANUFACTURES SPECS tb tb i 4 tb tb =] l | i 4|| os =——— —_ —_ — 4 —_ —_ —_—_ i FH |[—|| |" TS ° i a 4 =| TT] g a 4 A | ; eo J i fs Y Aa A a : J , : v Aa 4 g A a 4 JQ Soe PSS SSS HANDICAPPED || PERMIT REQUIRED | FINE $1,000 WHITE 2' DIA. GALY. STEEL PIPE ———| HANDICAPPED PARKING SIGN (FTO-25 OR FTO-26 AS REQ'D.) SHALL CONFORM TO D.O.T. DESIGN SPECIFICATIONS T! ON POST |'-@" HANDICAPPED SIGN SHOULD BE ABLE TO BE SEEN OVER A PARKED CAR 6" DIA. MIN. — A0.1-3 H.C. PARKING SIGN ? § Ne KX —N - KR —N KR LM | 3000 PSI ] CONCRETE /4"=2|'-O" A0.1-1 DETAIL @ BARRIER ENTRY GATE J"=]'-@" 2'-6" 3' TYP. 7'-@" Oo OO OO 0 0 0,0 0 0 O0 O O O O TYPICAL 20'x30" SIGN MTD. FLUSH W/ TOP OF POST STANDARD CHANNEL SIGN POST- FLANGED U-CHANNEL TYPE -PAINTED GREEN || uF TA ——| T] qu T=: (e) (e) "gS " MIN. DEPTH == [Oo /2"=1'-O" A0.1-4 STOP SIGN DETAIL FILL W/ CONC. AND ROUND OFF TOP W/ GROUT PLUG Bay \ A@D.1\-2 @" SCH 4@ STEEL PIPE - GRIND SMOOTH ALL ROUGH AREAS AND EDGES TOP OF FIN. GRADE OR SURFACE MATERIAL ] | | | | | | | | | | = | Q | *t | | | | | | | | Fl IF] ESI Id ; a |! =| iil 4)] 3 Ue [- , al I | . ~@ | . | 9) | fea) | | | J | | = | NY) | J MIN. DIA. #4 WELDED *5 12' LONG CONCRETE ENCASEMENT NOTE: ALL STEEL MUST BE COMPLETELY PAINTED AFTER INSTALLATION W/ ZINC -RICH RUST INHIBITIVE PAINT. (TRAFFIC TELLOW) A0.1-2 DETAIL @ BOLLARD J"=|'-@" 6'-D" LONG CONCRETE 6 REBAR WHEEL STOP —— : CONC. PARKING LOT Ry) Vi SITE SHEET AD J 4 yD, AJ A0.1-5 WHEEL STOP 1 1/2" =1'-@" HANDICAPPED SIGN (TYP) RE: A@1|-3 6" WIDE WHITE STRIPES TYP. 6" WIDE BLUE STRIPES. C HANDICAPPED SYMBOL WHITE. 3'-o'" | 5'-g" | 3'-@" | o'.g2" | AL WHEEL STOP RE: A@1-5 A0.1-6 HANDICAP/ STANDARD PARKING DETAIL B/IG"=|'-O" Steven E. Hutchins AIA Architects, | 109-113 ESTATE CASTLE COAKLEY TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX U.S. VIRGIN ISLANDS 00822 KE] ESTATE LA REINE ST. CROIX, U.S.V.I. IMPROVEMENTS we" EIS] MA Cp) — 3 -—- 6 W ke $ a) S Lu Z |- os z Z Cp) <¢ ~ Qa DATE: 8-417 DRAWN BY: STAFF |: \Active Projects\Fish Market SHEET NUMBER: AQ.1 2" THK. REINF. CONC. LID FOR 20" SQ. OPENING 4" CONC. SLAB w/ #4 @ 6" Oc. EA WAT ¢ OPENING PERIMETER 28'-@' \ 31-8 6" CMU REINF. w/ #4 IN ALL FINISH INTERIOR w/ GRAY \ CELLS ¢ FILLED w/ CONC. , CEMENT PLASTER \ | | [4 RYE DRAIN LINE FROM pin nn nnn nnn nn fone nn nnn fone ----- 2222 2--------------l- Joo EXTEND TRIMMER BARS eH 4 - - BUILDING WASTE DRAINS | 2'-6" BEYOND EDGE OF GRADE ° \ oT °° / t | 8' DRAIN PIPE FROM FISH OE essiere AND =n in an in MARKET BUILDING LORRI a 5 "8" aa ye PROX 4" PVC DRAIN FEILD LINES 6 | 5 HOOK KKK _ E_EOC.jVE Ss = SKSKEZQROEE | 3" FM PVC FROM | - & TRIMMER BAR DMIYDYDAY DY TS == DMWO0Y : 5 MYR IO A == YL, 0 | SANITARY LINES 0 TOP OF SLAB. 1-1/2 CRY 2 ama KK KK NK XS | @ FISH MARKET CLEAR OF OPENING LORRI Ble an bees SYPYOYNY. 3'-8' [yp 2'-O' 77 OPENING IN SLAB SA&SSGAKNE AE —_ P 9 | 3-0 6. MAX / -— ie | ; wea i” by ! ! = ie ~~ NX S\ S\ SX IN Ce | “ A #4 @ 6" OC BOTT | ” | - * BARS CENTER ays are RRQWREAADAS elq |S tm O.2- 8 Y Q Q TOP OF SLAB. 1-1/2 =a PVA PY Y AY YT IE OS i ! | A | ‘ A a CLEAR OF OPENING PI = aK< KAKA w/t =/g A@2-| | ° + | | Ll w ! - - + | — = — 7 (@) | | ~~ =o i Fl BEA POAY >Y NYY 7 | | lao | 8 pt pp Ao A Be aK CROC La=o4 ----- 4 | st ae x2 -@ =-= BAAS ~\ \ : CONCRETE HATCH |. EXTEND ALL TRIMMER — ome VRS OUG | OPENING SEE DETAIL BARS 2'-6" MIN. BEYOND aw F NSISASASAS _ NOTE Ad2-4 - SIDES OF OPENING OR AS Yj Yj Yj ©" CMU REINF. w/ #4 IN ALL | a 8 FAR AS POSSIBLE AND HOOK NEY SERKEREDIEQEQRIRS CELLS ¢ FILLED w/ CONC. : | . N Q Q 2. PROVI XTRA BARS ROX COREG - THs. REIN CONC. LID FOR “ | 4 BARALLEL TO SIDES OF » 20" SQ. OPENING ~ IN OMN ON — a OPENING EQUAL TO AREA OF 4" CONC. SLAB w/ #4 @ 6' | (NOT SHOWN) OC. EA. WAY | BOX PLAN 2" Ise! A0.2-1 SECTION @ DISTRIBUTION BOX A0.2-3 REINFORCED CONCRETE HOLDING TANK SLAB PLAN A0.2-4 OPENING IN SLAB |"=|'-@" 2/2"=|'-O' 28'-@" CLEAN OUT |32'-8s" 8" 13'-s" 2- 24°24" OPENINGS w/ TRAFFIC FRAME AND -p—--- ee YH HF COVERS 7 v4, , Zz ae , z , 12'-s" 3" 13'-3" \ | 4 i 4 4 ‘ 4 a @ a 4 1 | : *\ SY ZS SA . 4 gt 4 “ aad . avy 4 4 . y _ a ry yi < gv 4 4 a 4 ? a ° 4 . 4 a8. 4 _— . SS om YY, YY 4 oY —Oresos = -_ yo — = So, em, a i === = — T ll 7 =. - = ee) nie Sor = = = —_4 = = = 4 ; 74 Yj | “7, GZ | ne 7 i Ny erro a sa pa : : LASISRS, , [ | |. | += PROVIDE #4 DOUELS INTO SS 4 ‘| _ RRNA INR? | ; yf WALL w/ 8" HOOK TIED TO Ss 8" CONC. SLAB RE:AO2-3 Ms . ae ASN | SSNS . | 8" THE. CAST-IN-PLACE | | oY] ALL HORIZONTAL BARS - KS ‘AO 2- be Y FRY I KKK | REINFORCED CONCRETE t| TYP. Kx 4. TEE 1-0" I 1 RRA i RE | FOUNDATION WALL | | 4" PVC OUTLET “ jv - 8" THK CONC. BAFFLE WALL 1b RF | RR a | anc ) f+ RA WATER LEVEL a 9 w/ 4'-O'h 5'-4*w HOLE @ * RRRURAS, | LE ~— Vv S 1 KKK KK ae | 6' SLAB | . | 0 RA or + BOTTOM CENTERED ON C ry ‘ ZED Testa i . / 1 — | ES al 3 | 8’ THK CONC. BAFFLE WALL Z a oml A = | w/ 4'-O"h 5'-4'y HOLE @ bof ed | ; SS i a co TRIO Q | | BOTTOM CENTERED ON | |: - 0 x. I B' DRAIN PIPE FROM FISH H hy YO TANK WIDTH Tt 0 a Ny “4 MARKET BUILDING DDO” : : + Q ‘ - 3' DRAIN PIPE FROM FISH a — 2 COATS THOROSEAL @ | WD RKKKKQK ——_ | | | “ DY, WALLS, FLOOR, ¢ CEILING QGOIGOOR ! MARKET BUILDING xz} ' ; | AE RKKKKKKK Ao2-61 | | | x © REINE, © 8" OC. VERT MARKET BUILDING — | CAR RRR EZ fe 4* PVC OUTLET . S & 8 MARKET BUILDING i VRARRRRA ‘ 30 TT PIPE FROM FISH SSS #4 REINF. @ 12" OC. HORZ 1 SDSNAH ww | | off MARKET BUILDING ~ : < <t 6 MIL VAPOR | IAA | | RK 2x2 KEYWAY. BARRIER | URKKRRK ‘ - 4} 2 COGGOOO | 4 —-———— PROVIDE *4 DOWELS INTO KRESE 4'? MORTOR COVE TYP. CONC. FTG. w/ (3) * | ' KKKKEKKK | 3" | ‘| / | WALL w/ 8" HOOK TIED TO ae LD KKKKKKKK | “|e a . POO 6' 350O PS! CONCRETE CONT. AND TIES @ 24° OC | ! RXNSNRRLYYY 4 ' t ALL HORIZONTAL BARS - KRY Jj a KKKKCEK£CKX&KK&KK&«&«&K«“ | | | SY SLAB u/ #4 @ 8" OC. EA + Y RQRRRR™M? ps +| TYP. pl ZG w GEA. F - fag KKK | | J I3'-O ‘ I3'-D SY WAY S) Q IP PSS YHYOOD L, | | LE - ROR L _| 7. L ~~ = = DSYAYHHY YY | Se | nn j , | At BAR RRR, ; le oO = ce mem ae eo te - eres ceo en sou == — wey) ee) te i ho =: = —o mos =— oo -- > ee =o Sa ae) oe ORO RJR | ; © ; CRORE ReaD ? os. fe ; a ae i ; SIE EESSE 1 < 4. a min OAC OGG, : - : : : - 2 VIII rt a SS SAQRSRERRASA RARER RARER Haz we KKK KKK aera Sy he hy ee ALKEEXKEX<[2ZX_02(<_(2(2(0.(__X_Yi K(0(Q0_02.(0.(02{(Q0000.{_(X_X{EKZX[_XZXK[_XL_[UKucxXxSKKXX<X<KEZXZX{X&{XUx KXQX{_ZX_2x«X0XqCXEXx&qXXcoCXC_EX&q_CX_<X{CX&XZX\ <K{ CX“ CZX{Z&{ KX KJ -™t K{ K#{ZKXKKKZXWI0UCCXKXK KKK ||'-3" 2'-@" ||'-3" 2'-@" A0.2-5 REINFORCED CONCRETE HOLDING TANK FOUNDATION PLAN ae \____ UNDISTUREBED 2/6'=l'-@ EARTH 6 MIL VAPOR A0.2-6 SECTION @ HOLDING TANK BARRIER /22l'-0" CONG. FTG. w/ (3) © CONT. AND TIES @ 24" OC lL GYSTEM SHALL MEET ALL OF THE REQUIREMENTS OF BUILDING CONSISTS OF ID SINKS WITH GARBAGE 7 THE VIRGIN ISLANDS DEPARTMENT OF ENVIORNMENTAL DISPOSERS. DISCHARGE TO HOLDING TANK SYSTEM 2" PERFORATED PYC DRAIN PROTECTION. HOLDING TANK SIZE PER THE LAWS OF BASED ON A CONTROLLED PUMPING FLOW RATE OF [5 MOUND ABOVE GRADE TO PIPING BELOW GRADE RE: THE GSW arn. AELOU FOR SETICENENT CONCRETE DISTRIBUTION 2, SANITARY DRAIN PIPING SHALL BE SCHEDULE 40 PVC _ TOTAL LOADING = Ib GPM. 2° PERFORATED PVC DRAIN | 50'-9' | TANK WITH SOLVENT WELD JOINTS, | DISCHARGING MAXIMUM DAILY DEMAND: 500 GAL x 2 LINE w/ 1/2" HOLES 6" OC. 3. PIPING SHALL BE INSTALLED AT 1/4" PER FOOT SLOPE. - |QOO GPD a 20 @00 GALLON HOLDING 4. LOW PRESSURE PIPING MAY BE INSTALLED FLAT. | REQUIRED DRAINFIELD AREA: O22 GPD / OB = 1250 SF. AGGREGATE STONE i 4 TANS BELOW GRADE FRE: | SIZE OF DRAINFIELD: 52 FT X 24 FT = 1248 WII 8" PVC DRAIN PIPE FROM . HOLDING TANK LOCATION SHALL MEET THE FOLLOWING KO. FISH MARKET EARTH BACKFILL m FL Ow CAL CULAT ONS: A. MIN. DISTANCE FROM BUILDINGS 5 FT , SKK 1 | : B. MIN. DISTANCE FROM WATER SUPPLY WELLS EFT 4 K | C. MIN. DISTANCE FROM DOMESTIC WATER LINE 12 FT 2 SYSANHOOALY’ | “| 7 , | |. BUILDING CONSISTS OF IO SINKS WITH GARBAGE D. MIN. DISTANCE FROM LARGE TREES IO FT KARA Q\ Q | DISPOSERS. DISCHARGE TO HOLDING TANK SYSTEM RRQ 6,0.6.0.6.0-6- IOS 2 : BASED ON A CONTROLLED PUMPING FLOW RATE OF I5 MOA OA WN SHSM SAALEAS “ | . J ~ yy YY MY wa wa wa w w w w w w it GPRM, DRAINFIELD NOTES: KREG IL IRR : PROPOSED SYSTEM SHALL HAVE THE CAPACITY TO NVASASAGAAN OSU SOSOSOSOSUSOSUCGOSUSOS Z 3. DISCHARGING MAXIMUM DAILY DEMAND: 522 GAL x 2 PY IYIY I YI - 1200 GRD ABSORB A QUANTITY OF CLEAR WATER IN A 24 HOUR —I<LKZKCTE0AG pesOsOsesOsOsOcOs Os eseses CCG PERIOD EQUAL TO AT LEAST FIVE TIMES THE LIQUID YY x YD v7 WL YAY 4 4. REQUIRED DRAINFIELD AREA: 10202 GPD / O28 = 1250 SF. CAPACITY OF THE PROPOSED HOLDING TANK. — SSS SES x “co 5. SIZE OF DRAINFIELD: 52 FT & 24 FT = 1248 DRAINFIELD CONSTRUCTION SHALL MEET THE ALS AL ELA PLS ALLS MSL? : SS 4 " FOLLOWING CONDITIONS: A. NUMBER DRAIN LINES 4 B. BOTTOM WIDTH OF EACH TRENCH 36 INCHES C. SPACING OF LINES CENTER TO CENTER 6 FT D. DEPTH OF EARTH COVER OVER LINES = 12 INCHES DRAINFIELD LOCATION SHALL MEET THE FOLLOWING CONDITIONS: A. MIN. DISTANCE FROM BUILDINGS & FT B. MIN. DISTANCE FROM WATER SUPPLY WELLS 100 FT C. MIN. DISTANCE FROM DOMESTIC WATER LINE 5 FT D. MIN. DISTANCE FROM DISTRIBUTION BOx 5 FT AQ.2-7 DRAIN LINE DETAIL 2/4"=|'-O" AQ.2-8 LEACH DRAIN FEILD l"=1DO'-@" 3' FM PIPE FROM FISH MARKET BUILDING Na G Ke) £ N gp - LY 00 OF Nw ez 6 £5... 3 ON x fCugee qFeEOoLL nN pe WN c¢tiaoa =~ OO. Z DD ou Aa xt sew ao 5 op) Ten =e -NZ2AR ume Ge cMrF At o- 2s (om. 4 292ronqg YOroidekFe KE] ESTATE LA REINE ST. CROIX, U.S.V.I. IMPROVEMENTS we" EIS] MA < z <C LU Z O EF £ Z (om in O 2 fp = <¢ ~ a DATE: 8-—4-17 DRAWN BY: STAFF |: \Active Projects\Fish Market SHEET NUMBER: A0.2 A2-3 11D8'-@" WT -10 74" 3-3 3/4" 43-4 3/4" 1D" 224'-7" | e-5' |, \ / 19'-6 3/4" | £7'-11 1/2" | £10'-| 3/4" t4'-71/2" | 5B! B'-O' td'-ll 3/4" B'-O' td'-4 3/4" 124'-5 3/4! ( = ¢ ( = EXISTING EXISTING t 7 0) x6 WD x6 WD i) 4 a] (a) Post Post i) a fer ee, ere eee ee 2 ar oe =o} cot} a nn |NEW loxie CI ‘| [NEW loxle G) | [NEW loxle (1 iL o ° ° n [FLOOR || |FLOOR {| |FLOOR | ° ° ° ’ DRAIN, | | DRAIN, | | DRAIN, EXISTING FLOOR l | | | tm | tm | ; DRAIN : OFFICE mm 0 | | | 4-2 i) | 44-2 | H| [EXISTING FLOOR Q Be } A4-4 FISH FISH ' FISH DRAIN Q _ # 2 1 _ 9 SCALE ROOM #1 ICE ROOM STALL #9 jiL | STALL #10 iL STALL #1 3 SCALE ROOM *2 in z | 1 @) | | " ° | I I I 1 | 7 | eR | ee mi ry se th iy i I I 1 ( C ) | | 7 l 7 C) ¢ Ay | no ® Pm (4) 4 (4) | ; 2142S 3/4° I e-5' | &—4te-11 121 pi #9" 172" £9'-1] 3/4" , 29-4 3/4" | ti4'-Ta/4" G) | | = _———- tT — | eee eee el ——_— i —=—<_— =< =< —_ i —_i_—— eee eee ee ch l ae ——<— eee ee oe | _ _t I — x | v \ 33 3/4] \ \ \ | | / r ’ a s |: FISH ca As-| AB-2 As-3 AS-1 AS-5 A&-| FISH ¥ = . # Q 1 SIM. # “ t+ ; STALL #8 ) 8 ( in ; STALL #12 © O rs : x} | a . S = N = _ NN) | LO pxistine ya 2 “en : EXISTING 4/9 ; o> e iS) EXISTING : FLOOR ( st 4 FLOOR ( st Ff] -ExISr. Q ce) LU NR in| xe Wo. DRAN Vid DRAIN tH exe wo. = Zz 4 = +i PO < +i = _ er Pan es = -— —E+- — Et {E— Saeeit oo ee eee - O < S 1 r y iS Io 5 N y 9 FISH PIoh 9 ye se . # Pe i STALL #1 @ WINDOW SCHEDULE , STALL °F % qFposw Y) - € : HEAD HT ‘ € € @) Q TYPE MO. SIZE CALE) MO. TYPE HEAD | JAMB SILL REMARKS Q (4) € £ os op) a oO . _ EXISTING H H __\ _ - Q|existNa Ff) FLooR 4)” A 3'-0" x 3'-O" 6'-8" JALOUSIE ATI At-2 Ad-3 [CENTERLINE GIBRALTER 500 SERIES w/ ALUMINUM BLADES @ SECURITY BAR coe yl f =e, 8 gw a< 2 D exe UP. “) DRAIN ( x ES NG one UD B 46'-O" x 42'-10" 46'-ID JALOUSIE At-| A1-2 A1-3 |CENTERLINE GIBRALTER 502 SERIES w/ ALUMINUM BLADES ¢ SECURITY BAR DRAIN ( + | exe WD. IqgkreE NN ~ Q re : m Cc £9'-Q" x 42'-10" £6 '-10" JALOUSIE Aq-1 Aq-2 A1-3 |CENTERLINE GIBRALTER 500 SERIES w/ ALUMINUM BLADES ¢ SECURITY BAR L J} POST Q Tro ah € ee gt a AROUND —g—| @_— a ee € -N2E KR Q 2 a ani COURTYARD = Soe E Q Uw et oO 4 2) NOTE: MASONRY OPENING SIZE IS BASED ON 1/4" THK. MAx. ALLOWED SHIM SPACE ALL AROUND WINDOW FRAME. | 3 neers Q FISH ALL WINDOWS TO HAVE WINDOW OPENING CONTROL DEVICES COMPLIANT W/ ASTM F203. FISH ; Q 5 — SS — oS STALL *% (4) STALL #4 [| Sr +1 = Pe ” Oo ep) “ Q Q nN 5 [ @ EXISTING ( ° S MARK TYPE SIZE HEAD | JAMB SILL HDWR REMARKS FIRE RATING S =X ISTING ( oo 5 NP EXISTING |.) FLOOR Ng | 3'-O" x 6'-8" x 1 3/4" A1-4 A1-4 A1-5 2 FLOOR NV<t f)-exist. S p| exe wD. || DRAIN DRAIN ll exe WD.i Q POST fj Sy 2 | 3'-O" x 6'-8" x 13/4" | AT-4 A1-4 A1-5 | | POST Q a (a [ _ — WH Je ge. al by te po NE _ & a Q * If Tt Py 3 2 (2) 3'-O" x 6'-8" x 13/4") AT-4 A1-4 A1-5 2 rid Q i) * = > | |: —_ ~« i_ - * Q : rr FISH - 4 3 VERIFY w/ REP A1-6 3 |OVERHEAD DOOR SERIES 61D HURRICANE RATED #50 POF FISH — § — — ‘| A5-2 (4) Ab-2 | A4-l - ; 2 H) STALL *% Ji yy STALL 45 | n ugzuwt € 4A 8} | NOTE , (@) C) € zZz> ; CG) EXISTING 8 | |. PROVIDE LEVER STYLE DOOR HANDLES FOR BATHROOM INTERIOR ¢ EXTERIOR DOORS. HARDWARE SCHEDULE: iS HiStING \. x | | | T i) Q]ExisTING ;f] FLOOR |" _ VERIFY EXISTING WINDOW 4 DOOR MASONRY OPENINGS FOR NEW ACEMENTS. oF Q , ; “|ooee uo HH pean Qs | 2, VERIFY E b DOOR RT OPE R NEW REPLACEME l LEVER STYLE DOOR HANDLES FOR ALL DOORS AT THE oan At \exe un . > ag > ef | RR) SaS7 : < | 3. REFER TO SHEET Al FOR DOOR! WINDOW TYPES AND DETAILS. ACCESSIBLE RESTROOMS. ¥ < exe WPM) | al 9 y — e| & e pS a Lgl t 4. NEW METAL DOOR FRAMES AT ALL EXISTING DOOR OPENINGS. 2. STAINLESS STEEL S$. PARKER LOCKSET FOR ALL DOOR ob hb te KU € SF ON " © Ng | | | < < “| 8 € ( —e 3 HARDWARE. Y r SS ° 1% +1 ee ee N = +1 —_— N "A i : FISH A8-4 3. ROLL UP DOOR. LOCK MECHANISM PER SPECS. <I FISH : Q ml * < > > LLU O A) A4-l | STALL #4 (4) AB-5 STALL #16 |. 7 O Ho : : FINISH SCHEDU 3 v é Tree [@) EXISTING > CHEDULE * EXIST __\ i) o Y) - - A “ m zs XISTING JP - @lexistNa Tl FLOOR ROOM NAME FLOOR | INTERIOR WALL | CEILING] CEILING REMARKS FLOOR + | 8 — \léxe wD. |} DRAIN ( x FINISH | FINISH FINISH =| HEIGHT RAIN wt Din ‘al lu yw -| *| POST : Ht, LL S ¢ = . #) # 1 " 1 " L Ul J POST (a iS) oe > 4 € TE STORAGE/ UTILITY *#, 2 [| 4 4 | VAULT FROM #9'-5" TO #12'-8 ee 4 I cars FISH STALL #i-#19 3 4 VAULT FROM #9'-5" TO #12'-8"|EXISTING WALL COVERING TO BE PROTECTED a| * 3 _ rn eta #3 (4) SCALE ROOM #1, #2 2 4/5 4 VAULT FROM :9'-5" TO £12'-3' STALL i : ‘ a “ = 5 OFFICE 3 4 VAULT FROM #9'-5" TO #12'-8" 5 ~ " € 4 ICE ROOM | 3 “ VAULT FROM #9'-5' TO #12'-8! 4 (4) o € . j@) EXISTING H MEN'S RESTROOM | 4 4 VAULT FROM #9'-5" TO #12'-8" 7H EXISTING ) , oe CRAIN ( +t WOMEN'S RESTROOM | 4 4 VAULT FROM #9'-5' TO #12'-8" FLOOR ( 4. | pExist. , | "| Rost Fy < COURTYARD PORCH 4 VAULT FROM #9'-5" TO #12'-8"| REPAINT TO MATCH EXISTING COLOR DRAIN <I | ne a A L, | gE Pore ot eo et ee —— x} —— — Xk so ee ees ed & _! S , 1 LIST OF FINISHES E6 ET 9 Ny fe FISH | - PROTECTIVE CLEAR CONCRETE SEALANT FISH Q in STALL #2 (4) 2 - EXISTING BERMUDA FLOOR TILE STALL #8 | i Zz P 3 - PAINTED WHITE TO MATCH EXISTING COLOR F @ Q (1) <l € 4 4 - RE-PANITED WHITE TO MATCH EXISTING COLOR 4 \(4) E _j 5 | Q) EXISTING Jia H 5 - EXISTING WALL COVERING Hn EXISTING J) ay | 5 Q. in| Sxe WD. | DRAIN <I DRAIN SoH @xe wD.» ‘ag @) 0 Fost GENERAL NOTES: J roset |) O _! “ a =I ek ee eae & __ — wae ep ee rT _! Q bz T a E n ‘E Q =|. 1 WALL TYTFES |. PAINT ALL EXPOSED WALL SURFACES PER SHEET Ad. r _| a O Q Q S | FISH (4) NEW 6" THK. (CMU) CONCRETE MASONRY UNIT 2, PAINT ALL EXPOSED STEEL SURFACES PER SHEET A4 FISH : : Le # — > : — = # , = STALL * S Po WALL w/ PLASTER FINISH EA. SIDE TO MATCH 3, REPAINT ALL EXISTING POSTS # BEAMS TO MATCH EXISTING COLOR x STALL "19 . | ¢ _ EXISTING PER SHEET A4. - (4) € Zz I = 7 _ Z ro) x [© EXISTING a NEW 6* THI. (CMU) CONCRETE MASONRY UNIT 4. REFER TO SHEET A1 FOR DOOR# WINDOW TYPES AND DETAILS. 7 =x ISTING __)\ a : x Q wr ff FEOOR To] WALL CONSTRUCTED ON EXISTING CONCRETE 5. PROVIDE (2) *] VERT. DOWELS @ EXTERIOR DOOR 4 WINDOW JAMBS FLOOR : _ > rn } BRAIN COUNTER WALL w/ PLASTER FINISH EA. SIDE AND (2) # HORIZ. BARS AT EACH DOOR ¢ WINDOW HEAD AND AT DRAIN ! oe 1 t Me TO MATCH EXISTING EACH WINDOW SILL. IN ADDITION, PROVIDE FILLED CELLS IN ALL L # re d : CORNERS, AT BEARING POINTS FOR BEAMS, ONE AT EACH END OF i = > THE OPENING LESS THAN 5' WIDE, TUO ON EACH END WIDER THAN 5! © NEW 6" THK. (CMU) CONCRETE MASONRY UNIT zZ po UALL CONSTRUCTED ON EXISTING CONCRETE WIDE, AND AT LOCATION INDICATED ON THE PLANS. O TAPERED WALL (TAPER TO BE MADE LEVEL) we 6. WHEN REMOVING EXISTING WINDOWS AND DOORS, REPAIR ANY ce w/ PLASTER EA. SIDE TO MATCH EXISTING HOLES OR CRACKS AND LEVEL ACCORDING. _ EXISTING B' TH. CONCRETE WALL WINDOW 1. REPAIR ANY SURFACE CONCRETE SLAB IMPEFECTIONS BEFORE . 7 DATE: 34-17 a SORAGE/ [eee PT) ORENING TO BE INFILLED w/ 8" THK. (CMU) : SORAGE/ : a UTILITY #1 CONCRETE MASONRY UNIT x UTILITY #2 x DRAWN BY: STAFF EXISTING 8" THK. CIP CONCRETE WALL I'\Active Projects\Fish Market SHEET NUMBER: 3) EXISTING 6" THK. CIP CONCRETE WALL 6) — 23'-4 4" 113'-8" A1-1 OVERALL FLOOR PLAN HB=8 3/4" 3/I6"=|'-O" EXISTING METAL ROOF TO REMAIN EXISTING GUTTERS AND DOWNSPOUTS TO BE REMOVED AND REPLACED SEE SHEET AZ NEW METAL DOOR 4¢ FRAMES AT EXISTING 4 NEW LOCATIONS PER DOOR SCHEDULE SHEET Al EXISTING CONCRETE STEPS TO REMAIN ELEV = +#9'-5' i TOP OF BEAM EXISTING 6x6 WOOD POSTS TO REMAIN TYP. NEW JALOUSIE WINDOWS @ ALL NEW @ EXISTING LOCATIONS PER WINDOW SCHEDULE SHEET Al NEW 6" CMU WALL LOCATIONS SHOWN HATCHED EXISTING METAL ROOF TO REMAIN EXISTING GUTTERS AND DOWNSPOUTS TO BE REMOVED AND REPLACED PER SHEET A3 NEW JALOUSIE WINDOWS @ ALL NEW ¢ EXISTING LOCATIONS PER WINDOW SCHEDULE SHEET Al NEW METAL ROLL UP DOORS AT EACH FISH STALL SEE A2-1 EAST ELEVATION DOOR SCHEDULE 3/l6"=|'-@" ELEV = @'-@' SLAB ®@ GRADE ELEV = +9'-5' TOP OF BEAM NEW 6" CMU WALL LOCATIONS SHOWN HATCHED NEW METAL DOORS 4 FRAMES AT EACH FISH STALL LOCATION SEE DOOR SCHEDULE SHEET Al EXISTING 6x@ WOOD POSTS TO REMAIN TYP. EXTERIOR PAINT COLOR NOTES XY TF RYN EXISTING METAL ROOF TO REMAIN EXISTING GUTTERS AND DOWNSPOUTS TO BE REMOVED AND REPLACED PER SHEET Oe A A2-2 WEST ELEVATION 3/l6"=|'-@" ELEV = @'-@" SLAB @ GRADE T wf NEW JALOUSIE WINDOWS @ ALL NEW @ EXISTING LOCATIONS PER WINDOW SCHEDULE SHEET Al ELEV = +9'-5' T TOP OF BEAM NEW 6" CMU WALL LOCATIONS SHOWN HATCHED NEW METAL DOORS 4 FRAMES AT EACH FISH STALL LOCATION PER DOOR SCHEDULE SHEET Al EXISTING @x@ WOOD POST TO REMAIN TYP. FINISH FOR CONCRETE SURFACES SHALL BE PLASTER RUBBED ON CONCRETE TO ACHIEVE A UNIFORM FINISH AND PAINTED TO MATCH EXISTING. ALL EXPOSED METAL SURFACES SHALL BE PAINTED. REFER TO SCHEDULE FOR EXTERIOR PAINT COLOR. PAINT ALL EXPOSED WOOD SURFACES. PAINT ALL EXPOSED CONCRETE SURFACES. EXPOSED RAFTERS AND GIRDER TRUSSES AT COURTYARD PORCH TO BE RE-PAINTED WHITE TO MATCH EXISTING. ALL EXPOSED UNDERSIDE OF EAVES TO BE RE-PAINTED WHITE TO MATCH EXISTING. EXISTING (2) 2x10 BEAM TO BE RE-PAINTED WHITE TO MATCH EXISTING. EXTERIOR PAINT COLOR SCHEDULE MARK MANUFACTURER COLOR LOCATION UNDERSIDE OF EXPOSED RAFTER PER WHITE -MATCH é A CONTRACTOR = SISTING TAILS. T G, AND BUILDING SIDE OF 5 PER YELLOW-MATCH ALL EXTERIOR WALLS, WOOD CONTRACTOR EXISTING POSTS EXPOSED SIDE OF FASCIA PER FACTORY BAKED ON | ROLL UP DOORS Cc CONTRACTOR GRAT POLYESTER TOP COAT EXISTING METAL ROOF TO REMAIN EXISTING GUTTERS AND DOWNSPOUTS TO BE REMOVED AND REPLACED PER SHEET A A2-3 NORTH AND SOUTH ELEVATION 3/l6"=|'-O" — ELEV = O'-o' a SLAB @ GRADE ELEV = +#9'-5! TOP OF BEAM EXISTING CONCRETE STEPS TO REMAIN EXISTING @xG@ POSTS TO REMAIN TYP. NEW METAL ROLL UP DOORS AT EACH FISH STALL TYP. PER DOOR A2-4 COURTYARD ELEVATION 2/le"=|'- " SCHEDULE SHEET Al ELEV = @'-@' SLAB @ GRADE Na G Ke) £ N gp - LY 00 OF Nw ez 6 £5... 3 ON x fCugee qFeEOoLL nN pe WN c¢tiaoa =~ OO. Z DD ou Aa xt sew ao 5 op) Ten =e -NZ2AR ume Ge cMrF At o- 2s (om. 4 292ronqg YOroidekFe KE] ESTATE LA REINE ST. CROIX, U.S.V.I. IMPROVEMENTS we" EIS] MA Cp) S 6 F& xz < > ce LJ © —! z Z LU <¢ ~ Qa DATE: 8-—4-17 DRAWN BY: STAFF |: \Active Projects\Fish Market SHEET NUMBER: A2 | £43'-8" 40'-O' £43'-6' | CONC. SPLASH 7 Gi CONC. SPLASH A CONC. SPLASH q CONC. SPLASH ‘4 BLOCK ———\ 3" PVC DS 0 'H" BLOCK 2-2 'H" BLOCK ————\ 3" SVE DS 'H" BLOCK ————\_ 3" PVE DS ; > -tve-------------------------------------- - Ui csteve os) eee ny _ 1 _ _ _ _ 1 1 = _ _ = | I 1 | I 1 ws | 1 1 = I x | 1 I 1 2} 2 I RIDGE I I | I 3" PVC DS I | I CONC. SPLASH ; Pep oe =. os a [| _ [ _ 1 ; 3" PYC DS "HW" BLOCK —~@ nN i Q a RY a 3 | NG GUTTER DAM | 3 1 — — — — — — — an 1 | I a a eee I 1 nh SLOPE FROM GUTTER DAM I' TO DOWNSPOUT SLOPE FROM GUTTER DAM I" TO DOWNSPOUT 1 ie one I L_| aa YL — | yo i i 3" PVC DRAIN PIPE THROUGH CIP ie 3" PVC DRAIN PIPE THROUGH CIP Ny |! 3" PYC DS ——_ 1 I CONCRETE WALL TO DOWNSPOUT - La, CONCRETE WALL TO DOWNSPOUT - I 1 ody lok I SLOPE FOR POSITIVE DRAIN A2-1 SLOPE FOR POSITIVE DRAIN i oy Ls Bye DS CONC. SPLASH 1 i ( 'H" BLOCK (\ I I 1 1 rl I I 1 a eo E+ 1 & aL | | & 1 \ 1 l ; 1 L CONC. SPLASH I = I I J I "H" BLOCK | I I Ut |: io | | I I | Ht I I 1 I I i 1 1 1 , , 1 a }-—--—t—4 1-8 —-- — - SS SS =2—, iia | & I - N I & | A5-24 1 |, | aB-2 | ns 5S {I 1 I i I ae I |, Ba " " 7 nL ‘ofa 1 1 1 1 7 1 I i I 7 Q 1 boas Bo! I Ny a ees j-—--——1y 0 0] i — &--—- === SS — am Q 1 I Q v 1 & , 5 5 I & 1 ¥ I re 3 | ! oH me qq; ! 4+ I i 1 0 0 I | I jie roa | |, 1 1 : 7 LEGEND at 1 | , % Y vy; | ¥ ” ee bf | we Y # fu —————— {| {it S q 1 Ss §a 1 Ae ! 1 & ul aw) > uo) ot Lu & " q 7 7 EXISTING ROOF LINE a . OOO s 1 . v tu FLOOR PLAN i ! Vi » it 0 . QL QL é 3" PVC Dé —— : 10 OF 4 a ; 3" PyC DS CONC. SPLASH 7 Lo dp BY UTTER BA nn TIE BEAM an | ( 'H" BLOCK Et GUTTER DAM ia Al \y I y I \ S$ pg j-—-- pk e| 4g }—- & —--—- SS ro GN & 3 @ DOWNSPOUT a] & i" i” \ 1 | 1d So) | | 1 L CONC. SPLASH Ni 7 oy “|! |: © 0 lt E ; HY _ oe a ~~ PCL- NEW -| | 4+ il ! iz El 1 1 | 2 ay | fo ee re PCL - EXISTING 7 ee oft | € iE A e | | Pe = I 1 5 5 1 1 ° _ EXISTING BEAM ° 1 as 5+ {I 9 9 1 1 1 "4 Y I if ee ——— — — ——— GUSSET TRUSS mt oar ae rt nt ot I 1 1 41 1 " . 1 1° & STANLESS STEEL FRAME/ °; 1 _ Q I I Q : ———— bh WIRE MESH SIDE LOCATION a jp 8 YT | I I | & YT ; &@ ; 1 1 1 I 1 "| _~__—EXISTING BEAM if 1 l I I | |, 3" PVC DS | I | CONC. SPLASH . | 3" PVC DRAIN PIPE THROUGH TIE | 7 pe Pye ps 1 3" PVC DRAIN PIPE THROUGH CIP i 'H" BLOCK BEAM ¢ WALL TO DOWNSPOUT er f CONCRETE WALL TO DOUNSPOUT - GUTTER ¢ DOWNSPOUT NOTES Vs . I i |. GUTTERS SHALL BE 5'w 24 GA GALVALUME. 7 7 doen nen paren “et LJ ' I 2. GUTTER JOINTS SHALL BE LAPPED ¢ RIVETED W/ SILICONE SEALANT BETWEEN i ' \ | oy SECTIONS. ou! \ L-CONC. SPLASH ' i 3 3. 3" PVC DRAIN PIPE THROUGH CIP CONCRETE WALL TO DOWNSPOUT - SLOPE 3} ot 1 ‘HY BLOCK 5" Sve DS ; ! ° FOR POSITIVE DRAIN. b ! ' CONC. SPLASH ; 14 - al 1 3" PYC DS tt 1 1 \ ! i io x sof af / H' BLOCK a a ft _ Los = 8 WY ~ = ul tf | & Q 1 8 = saa - I rr NX 1@) _| WA rr I 1 o I zeae HelrmelUmUmrl eel ell eel ee eee Cc ll Lo EEE HE FE FE SF SF SF SF SF SS SS = = ——TYP. GUTTER ¢ EAVE FLASHING RE: AlT-& B/le"=1'-O" A3-1 ROOF PLAN/ GU ER & DOWNSPOUTS TYP. GUTTER ¢ EAVE FLASHING RE: AlT-& Steven E. Hutchins AIA Architects, Inc 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX TEL 340-778-8898 FAX 340-778-7754 U.S. VIRGIN ISLANDS 00822 KE] we" EIS] MA ESTATE LA REINE ST. CROIX, U.S.V.| IMPROVEMENTS ) — > O oO *) Zz = O Zz (a) << fore) 6 go E LL 2g AE S OF 2 OD 2 odo = DATE: 8-—4-17 DRAWN BY: STAFF |: \Active Projects\Fish Market SHEET NUMBER: A3 AG -71 15" t "gp" t | L TOP OF BEAM Fy) | ere | . | | oa | | ty | | tal | I | | | | BOTT. OF BEAM le a a ey | | l ‘ l l l l l >| & \ Ae-1 & & & & & & & & & & A4-4 SECTION @ CMU WALL \/2"=|'-@" 2 nnn | ac | | | | | | 0 1 | | |S DO | a xX J L ELEV = +9'-5" TOP OF BEAM aa J >) ROOF SLAB re eee | ei 4 | . | i489 | | = H | H $ | 1 a | | | {oa | | 1 e e BOTT. OF BEAM etd | ‘ | | | a | | o Fi o | | a | | ——— | (__ | i | —L)!-|4— Ao-3 : Ao-3 i | ly 1 i | PAINTED PLASTER ON NEW 7 6" CMU BLOCK TO MATCH F EXISTING CONSTRUCTION - ' CENTER ON POST ¢ re EXISTING WALL F i | al i | | | i | ly 1 = i | Q all ! | | | +1 1 ly 1 i | all i | | | = | | a ie +i 1 | | all | | | | | | ly F | | all | | i | | | ly i Ae -6 | | | | oe | J) | | | | | AY | ! =— | | : | | 1 | | | | 4 v | 4 | av A | 4 l ; l S$ l l 0. | “4 4 | 6) | 9 | x © A vy ; » |S Lj DOWEL ¢ EPOXY * Sele : VERT. @ 24" OC. INTO Bs 4, EXISTING CONCRETE “| a TABLE WALL ° Los | EXSISTING = 6 CONCRETE SLAB + , 4 ELEV = @'-o" 5 ROOF SLAB 3 . 4 ° 4 7 é ff 4 A4-3 SECTION @ CAST CONCRETE WALL | 1/2" =I'-@" ELEV = +#9'-5!' ROOF SLAB PAINTED PLASTER ON NEW 6" CMU BLOCK TO MATCH EXISTING CONSTRUCTION - CENTER ON POST ¢ AG -71 EXISTING WALL EXISTING CONCRETE SLAB ELEV = @'-@' ROOF SLAB A4-2 SECTION @ CAST CONCRETE COUNTER WALL | 1/2"=I'-@" | tok | | | | | | | | | | mr or | | | | = | | | I | UH a A 4 | | | J L (— L, i») TOP OF BEAM ee I | 4| 1%: | | jot | l - | ht | iY | ‘le An | e | — BOTT. OF BEAM a | | | at | | : | | : | L ow | Lp : Ab -3 | Ww La | al | | | Ww La | al | | | Ww 1 - all +i | | | Ww L a | al | | ie in L ; +i | al | | | WwW L a | al | | | WwW ~~ ee ~) | ; | | yas aR “1 | | 4 4 ; ao . | | | | | oo | I +B 3/4" +6 tB 3/4" | I l I ‘ | = g 1 | | q | Ls | | a 4 | iz : | y | ‘ a | Q|Z | o | Q)9 4 x < LL —_-—_-— — — —_{.— —— — — — — J | Ee 4 4 _ | 9 Tr O} y <q - _) 4 + | 1 —. <I ‘ 8 4 = 4 t J “A e 4 A 4 y 4 4 4 4 RE: A5-3/ Ad-4 EXISTING RAFTERS ¢ WOOD GUSSET TRUSSES TO REMAIN REMAIN ‘\ EXISTING WALL SLAB FOOTING SLAB Steven E. Hutchins AIA Architects, Inc 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX U.S. VIRGIN ISLANDS 00822 TEL 340-778-8898 FAX 340-778-7754 12 > EXISTING METAL ROOF, zg | EXISTING SHEATHING ¢ T&G TO LE NEW 5" 'K" STYLE GUTTER TO REPLACE EXISTING RE: A3-| CAG os TOP OF BEAM \ ! Qty | | 5" | | | | | TOP OF BEAM | + | ere | 7 : o }l I fica | | | o |! | \@_ 4.9); | es i al Abo-4 i i | i FP F i | al PAINTED PLASTER ON NEW ' 6' CMU BLOCK TO MATCH 1 EXISTING CONSTRUCTION - ¥ CENTER ON POST ¢ ' i | all i | i i | 5 F A ] all i | i i | 5 F i | afl i | i i = ¥ » F Q) 1 = al Ry i | i i + . EXISTING CONCRETE WALL ; w/ NEW 6" CMU WALL 1 CONSTRUCTED ON TOP, 1 THIN SET DOWEL ¢ EPOxY aa IN RE: Aé-5/ A6-6 : EXISTING CONCRETE ® COUNTER TO REMAIN t RE: Ae-5 i i | all i | i i | FP F i | all i | i ' 4 ¥ _l # <[ r] 3 1 o a ll oO : a! 3 i 1 8 Zz F 215 in i | al © i | " DOWEL 4 EPOXY * F VERT. @ 24' OC. INTO ¥ EXISTING CONCRETE : i | EXISTING CONCRETE “4 i i | ELEV = O'-0' AF ROOF SLAB \! é ; 4 ad ] 4 a 140 A J g I A 4 1 1/2"=|'-@" A4-1 SECTION @ TYPICAL EXTERIOR WALL Y) —F Ya Z> WW ito amscts5s w VY -Okgea Iv fo NO oy Tee ”) Zz O aoe O » W = YW > SC al - <x 2 5 DATE: 8—4-17 DRAWN BY: STAFF |: \Active Projects\Fish Market SHEET NUMBER: A4 hr. Ss a SS SS =x | | 2 | oS ‘ | Ae -4 ee bee \ | ale | ‘ REMOVE EXISTING r WINDOW AND , (2 CONCRETE INFILL ig Pi \ | — j 1 | \ EXISTING 6x6 . 1 UN WOOD POSTS TO NEW JALOUSIE . | REMAIN WINDOW PER ; , ai SCHEDULE RE: “ 4 : | SHEET Al \ | \ , | ny uN : sa 1 | \ p WL ! N 6) | OQ fe . fe) < 4 - & Q , ~ -. | | ® | Lu ' J “ T | 3 ' : @) ‘ possosscsssssscssssssscssssssssssssssssagessssssssssssss cad a5 D b | --- === === == === 5-5 == === 5 == == == == ----f----- == ---------- 44 3 : k EXISTING CONCRETE : NEW 6" CMU WALL ¢ COUNTER TO ! CONCRETE WALL t BE REMOVED © | A w/ PAINTED a | ; PLASTER FINISH EA |/+! SIDE TO MATCH 31 A i EXISTING mA - \ | i EXISTING ALUMINUM | |i: BENCH SLATS TO BE | REMOVED AND SAVED : RE: A4-3 - A4-4/ Ae-2 : rr Yo a ee ee EXISTING ‘ : 7.4 CONCRETE SLAB TO REMAIN CENTER FRAME AT THE BIM. SIDE OF THE RIDGE BEAM RE: A5-! A5-1 SECTION @ ICE ROOM STAINLESS STEEL 5/8" x /2"2l'-O" 4 1/2" CARRIAGE BOLTS w/ 5/8" STAINLESS STEEL WASHERS EA SIDE THROUGH TRUSS - WELD EA. NUT TO SECURE 'BANKERWIRE' STAINLESS STEEL BAR + ANGLE FRAME' OR EQUAL B'-2 3/8" STAINLESS STEEL SQUARE WOVEN WIRE \. MESH 'BANKERUIRE 122" (12 OR EQUAL ‘ es . L - 0) BS ES SES ESS S pecesteoetenreeanreestenes . ececanacetancceeatetenaceeenet + = Nelasetenacetanetenaeenatetane Nfs 7 resecoconaseceeonacesetonnnesenens al oF | ecetatetatacetatetanetetactat 2 “ soenenmeuemnesenens =“ Necelonaceeoranecerenecenonanees S) Necotaseconaseconecetenesers Eo ee 2 QQ QR RQ LVR QOL OI HTC THT CC HTC TIT ITEC ICICI OT . 5" '-10" '-10 '-10 '-10" ca A5-3 SCREEN J"=]'-@" FRA ME DETAIL @ ICE ROOM/ OFFICE Remmi C SS : Ab-4 FINALIZE FISH STALL BEAM LOCATIONS UPON FINAL SELECTION OF ROLL UP DOOR FOR DOOR SLAT CLEARANCE TO ALUMINUM BENCH SLATS BELOW NEW CHAIN OPERATED ROLL UP DOOR PER SCHEDULE SHEET Al EXISTING CONCRETE WALL w/ NEW 6" CMU WALL CONSTRUCTED ON TOP, THIN SET DOWEL 4 EPOXY IN RE: A@-5/ AG-G EXISTING CONCRETE ca COUNTER TO REMAIN RE: A@-5 \ orm eee i i i ee CE, Ist SLAT RELOCATED TO INSIDE w/ EQUAL SPACING (#7 1/8") NEW INLET DRAINS IN © © @ 6 + STALLS 9-ll - EXISTING INLETS TO REMAIN IN STALLS |-8/ 12-19 Ae-8 + A4-| CENTER FRAME AT THE BTM. SIDE OF THE RIDGE T T t J a? 7 « f EXISTING ALUMINUM BENCH SLATS TO BE REFURBISHED 4 CUT TO FIT BETWEEN NEW CMU WALL SEPARATIONS - VERIFY DISTANCE @ EACH STALL FOR BEAM RE: A5-2 STAINLESS STEEL 5/8" x 4 1/2" CARRIAGE BOLTS w/ 5/8" STAINLESS STEEL WASHERS EA SIDE THROUGH TRUSS - WELD EA, NUT TO SECURE "BANKERWIRE" STAINLESS STEEL BAR + ANGLE EXISTING RAFTERS 4 WOOD GUSSET TRUSSES TO REMAIN EXISTING METAL ROOF, SHEATHING ¢ T&G TO REMAIN NEW 5" "K" STYLE GUTTER TO REPLACE EXISTING RE: A3-| EXISTING (2) 2xI@ BEAM TO REMAIN EDGE OF NEW CMU BLOCK WALL SEE SECTIONS ON SHEET A4 MASONRY JAMB FACE MOUNT GUIDES EXISTING 6xG@ WOOD POSTS TO REMAIN EXISTING CONCRETE SLAB TO REMAIN EXISTING SUPPORT ANGLE FOR ALUMINUM SLATS - REFURBISH FRAME" OR EQUAL 3/8" STAINLESS STEEL SQUARE WOVEN WIRE MESH "BANKERWIRE L22' OR EQUAL TOLERANCES AND REUSE 1/2"=|'-@" 1D'-7 VI 3 W | i] - 2 " e ) iN Ko SSO LEE BE EOS eeearecenaceranceranceraneeeraneeenaceneneenen EO ON RNR RN RN . PAeetorceneeoninnen eons t EEN NNN a SESE LER ERO RRR OOO SG ESS TH HHH TTT NS al ° ecaeanecenatecenatecenaceeanecenacecenatecenaceeanaceraneeenacetenacereneeeroneeennneee “po. g 5, BERRI II HH HH HHH HHT TN TNT TIS “ \ EO SES RR SR ARK RI RN ORO peatanatatatatatorerornreeeeceeeseemeee eee AEE I HH HH HHH HHH HHH HH HHH HHH HHH I HH HH TNS BENS eH HH HH HH HH HH HT TT TN TTT TN LESS HH TR TR TN TN TNC TN - eearecotacecetacecetonacecoeacecetanecetonacecoeaceceeaneceronaseconacecesaneceronacesonaceseraneserenasessnaneseranesereneensnaseeeeen 4 2) Recerca = 2'-|" 2'-|" 2'-32" 2'-|" A5-4 SCREEN FRAME DETAIL @ TYPICAL FIS |"=|'-@" Na G Ke) £ N gp - LY 00 OF Nw ez 6 £5... 3 ON x fCugee qFeEOoLL nN pe WN c¢tiaoa =~ OO. Z DD ou Aa xt sew ao 5 op) Ten =e -NZ2AR ume Ge cMrF At o- 2s (om. 4 292ronqg YOroidekFe KE] ESTATE LA REINE ST. CRIOX, U.S.V.| IMPROVEMENTS we" EIS] MA a) z O eee O 7 ome ¢ ig S$ QE S oJ W = 50 s M of DATE: 8-—4-17 DRAWN BY: STAFF |: \Active Projects\Fish Market SHEET NUMBER: AS |: \Active Projects\Fish Market INTERIOR ft} Lh 5 5/8" x 3" CONCRETE L Fiyd = BIM OF EXISTING BTM OF EXISTING TIE BEAM w/ (2) *5 --F-- WOOD GUSSET WOOD GUSSET TRUSS BARS TOP, (2) * BARS 4 (@ e, TRUSS BOTT. ¢ #3 STIRRUPS @ | EXISTING RAFTER EXISTING (2) 2xIO 2" OC w/ PAINTED Ao-1 TOP OF TIE BEAM AT eo | @) CONNECTION OF To REMAIN BEAM TO REMAIN PLASTER FINISH EA |v P| BTM OF EXISTING iA 4 ROLL-UP DOOR PER |CONDUIT CENTERED e RE: AG-9/ Ab-lo SIDE TO BUTT UP TO | | | WOOD GUSSET TRUSS | | F ON EXISTING (2) 2x1 UNDERSIDE OF MANUFACTURES 1 6" x 13" CONCRETE TIE | | SIZE ¢ STRAPPING POST BEAM TO REMAIN | rr | 4 AM w/ (2) * BARS TOP (3) # BARS BOTT | < ONO NEES SIMPSON HL73 SIMPSON HL13 -—————__ | le ri e) SIMPSON HL13 | , A 8 STIRRUPS @ I2' OC A} 5/8" x 2 3/4" - |) 5/e" x 2 3/4" _ B/a"x 23/4" ~| ' ' " " Wh TO BUTT UP TO |S | 2 B/6" x 8! CONCRETE STAINLESS STEEL || STAINLESS STEEL STAINLESS | 6 UNDERSIDE OF ! TIE BEAM w/ (2) TAPCON SCREWS | | TAPCON SCREWS z | STEEL TAPCON &] EXISTING WOOD GUSSET | | BARS TOP, (2) BARS 0 \ SCREWS e TRUSS » Aoi BOTT. ¢ *3 STIRRUPS @ e'é | r / i | | | 12" OC w/ PAINTED ke a ok PAINTED PLASTER h A | PLASTER FINISH EA | i | (@) ©) A i ©) FINISH EACH SIDE SIDE TO BUTT UP TO ae | | INTERIOR i INTERIOR TO MATCH | | UNDERSIDE OF | r | A. A EXISTING le e| EXISTING (2) 2xI@ WOOD | | i eo . @ BEAM TO REMAIN | r 6" CMU CONCRETE fe i INTERIOR a EXTERIOR 6" CMU CONCRETE an po iS cea ee CNISa EA , + wa PAINTED \e 4 &, SIDE TO MATCH o Fe PLASTER FINISH EA EXISTING i Wy = N SIDE TO MATCH 5 \ 2 = ot - N EXISTING | | wv | g ob EXTERIOR . INTERIOR oO > N A6-1 TIE BEAM DETAIL A6-2 TIE BEAM/ WALL NNECTION | A6-3 TIE BEAM/ WALL NNECTION ed Q = I - - CO O - CO O e& S 2"=|'-@' 3'=|'-@" 3'=|'-@" O 5 < oS 6° CMU CONC. WALL w/ 6" CMU CONC. WALL w/ Ioan PAINTED PLASTER FINISH| PAINTED PLASTER FINISH tw ON Xx DOWEL ¢ EPOXY * EA SIDE TO MATCH EA SIDE TO MATCH =~ 1@t 6< 5 5/8" CIP CONC. VERT. @ 12" OC. INTO EXISTING-CENTER ON EXISTING-CENTER ON qFEOoOL WALL ABOVE TIE oSlSTING CONCRETE r POST ¢ EXISTING CIP POST £ EXISTING CIP rr nA BEAM TO CONC. WALL CONC. WALL cx QA wo UNDERSIDE OF ROOF TABLE WALL \ i A = O ” >a) DECK - PAINTED = = PLANE OUT TOR . Swat @ ~ \ — { ' " PLASTER FINISH TO JToY BTM OF EXISTING a Mae eon ola SrFu a © MATCH EXISTING WOOD GUSSET TRUSS rr J OVE EXISING SLAB Ictkre YD w \ fot A ' DOWEL # EPOXY % L <t He2zk <I A ; J VERT. @ 12" OC. INTO eae uuaeat \ 4 a x A EXISTING CONCRETE nel I Go 55/8"x "CONCRETE | fF. Y - TABLE WALL Z — c MOF C + TIE BEAM w/ (2) * e 106 i J Za oT nso BARS TOP, (2) BARS EXISTING 34'h TAPERED > Ur. A nn Se EXISTING CIP | CAP CIP CONC. WALL i 4 o ® (dp) BOTT. oe STIRRUFS a | | CONC. COUNTER J . _la ’ is fo) 5 = uu ~ | <J TO REMAIN yal L @| 4 S PLASTER FINISH EA 4 1} - SIDE TO BUTT UP TO | : | EXISTING 36"h 5 9] 8 _ {eH 8 e| 4 UNDERSIDE OF < 1 CIP CONC. WALL © Bs _/o2}a EXISTING (2) 2xlI0 WOOD | 4 | oft g]° BEAM TO REMAIN : y, i alg | O le . @) _ _ - ( J ) “a -—— 6" CMU CONCRETE 5 WALL w/ PAINTED av A — — i PLASTER FINISH EA uy — } 2 | SIDE TO MATCH WZ EXISTING Ww —_, YY |YWG 2"=|'-@" 2"=|'-@" 3"=|'-@" << | | | _ 4 3/8' STAINLESS STEEL L_1 | 6" CMU CONC. WALL w/ > > LL SQUARE WOVEN WIRE oo PAINTED PLASTER FINISH EXISTING ALUMINUM BENCH a | SLATS TO BE REFURBISHED ¢ ‘am MESH "BANKERWIRE L22 | EA SIDE TO MATCH — | | CUT TO FIT BETWEEN NEW CMU Ng OR EQUAL EXISTING-CENTER ON O Lf ft WALL SEPARATIONS - VERIFY a | | POST 4 EXISTING CIP - 'BANKERWIRE' STAINLESS | EXISTING WOOD CONC. WALL DISTANCE @ EACH STALL FOR ep) Ne STEEL BAR + ANGLE GUSSET TRUSS TO all 4 TOLERANCES - FRAME" OR EQUAL | REMAIN 1 — ‘al lu yw \ EQ. EQ. EQ. | | | ag = | A “ STAINLESS STEEL 5/8" x ) me J 5 4 1/2" CARRIAGE BOLTS ft © w/ 5/8" STAINLESS STEEL a mC a WASHERS EA SIDE _ J <J THROUGH TRUSS - WELD [. te : . ~ ; EA. NUT TO SECURE RE: ae | | | x AB-3/ Ab-4 = A | _ / 0 t {ye ye g i = lst SLAT RELOCATED (T = 7) rr TO INSIDE w/ EQUAL _| + SPACING (#7 1/8") x ~~ ~~ a | A (@ e), | - Wy 3/8" x 2 1/2" o | oe oe | - A STAINLESS STEEL U : q CIP CONC. WALL EXISTING SUPPORT t— TTT ANGLE FOR ALUMINUM Ae-3 Er AG -8/ AC-© SLATS - REFURBISH O Ww AND REUSE 7 2"=|'-@" 2"=|'-@" op) PAINTED PLASTER FINISH 8 TO MATCH EXISTING ON oO NEW 6" CMU BLOCK EXTERIOR ¢ EXISTING CIP zs O y) CONCRETE WALLS 6S 4 ke 3' DIA. PVC DOWNSPOUT << C= ATTACHED TO CONC. - wie WALL W/ 2 HOLE PLASTIC es) CLAMP Z y iT Oo 2 WO EXTERIOR < Qa ri | al | | | | DATE: 8-4-17 | DRAWN BY: STAFF e °| CONDUIT THROUGH — Jo CONDUIT CENTERED ON EXISTING 2xlI0 BEAM - CONDUIT SIZE é STRAPPING PER ELECTRICAL ENGINEER | EXISTING BEAM DOUN THROUGH BLOCK WALL CONDUIT THROUGH CIP CONCRETE WALL 4 DOWN WALL SIDE PAINTED PLASTER FINISH TO MATCH EXISTING ON NEW 6" CMU BLOCK EXTERIOR 4 EXISTING CIP CONCRETE WALLS A6-9 CONDUIT @ NEW WALL 1 1/2" =1'-@" A6-10 CONDUIT @ EXISTING WALL 1 1/2"=1'-@" A6-11 DOWNSPOUT 1 1/2" =1'-@" SHEET NUMBER: A6 2'-@" o'-o'" @ @ @ 9 % HOLLOW METAL HOLLOW METAL ROLL UP METAL DOOR w/ METAL DOOR w/ METAL HURRICANE RATED FRAME FRAME PULL CHAIN DOOR NOTE: A7/ DOOR TYPES VERIFY OPEN WIDTH AND HEIGHT @ EACH EXISTING MASONRY /2"=|'-O" DOOR LOCATIONS. +6'-@" VERIFY EXISTING MASONRY OPENING +9'-—" VERIFY EXISTING MASONRY OPENING +2'-10" £2'-10" £1'-10" A 8 SILL HEIGHT ALUMINUM SECURITY JALOUSIE 4 FRAME HURRICANE RATED EXISTING OPENING HEIGHT - VERIFY +5'-@" EXISTING SILL HEIGHT - VERIFY) VERIFY EXISTING SLAT SIZE TO MATCH EXISTING TYPICAL = ALUMINUM SECURITY JALOUSIE ¢ FRAME HURRICANE RATED £1'-10" EXISTING OPENING HEIGHT - VERIFY +5'-@" EXISTING SILL HEIGHT - VERIFY) VERIFY EXISTING C ALUMINUM SECURITY JALOUSIE 4 FRAME HURRICANE RATED Steven E. Hutchins AIA Architects, | 109-113 ESTATE CASTLE COAKLEY TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX U.S. VIRGIN ISLANDS 00822 KE] A7 WINDOW TYPES \/2"=|'-@" NOTE: VERIFY OPEN WIDTH AND HEIGHT @ EACH EXISTING MASONRY WINDOW LOCATIONS. PAINTED PLASTER WALL FINISH TO MATCH EXISTING a CONT. SEALANT EXTERIOR PAINTED PLASTER WALL FINISH TO MATCH EXISTING ray X& = MAS. OPNG. H/| = y /4'xl 3/4" CONCRETE ANCHORS SPACED PER MANUF. RECOMMENDATION /8" THK. WOOD SHIM INTERIOR ——~ SCHEDULED WINDOW RE: Al ——PAINTED PLASTER MAS. OPNG. WALL FINISH TO MATCH EXISTING CONT. SEALANT / /4"x2 1/2" CONCRETE ANCHORS SPACED PER MANUF. RECOMMEND ATION SCHEDULED WINDOW RE: Al WOOD SHIM i——— SCHEDULED WINDOW RE: Al CONT. SEALANT c Z (L 1@) rp) <I ye EXTERIOR | INTERIOR J A ba) —— ]/8" THK. WOOD SHIM PAINTED PLASTER iy \ eS aINTED PLASTER WALL FINISH TO WALL FINISH TO MATCH EXISTING MATCH EXISTING ESTATE LA REINE ST. CROIX, U.S.V.| IMPROVEMENTS ~~ FISH MA A7-1 WINDOW HEAD DETAIL 3" A7-2 WINDOW JAMB DETAIL A7-3 WINDOW SILL DETAIL NEW 6" THK. CMU “eN va PAINTED PLASTER WALL FINISH EXTERIOR RETURN PLASTER TO FRAME- TYP. /— PAINTED PLASTER WALL FINISH TO MATCH EXISTING INTERIOR GALY. HOLLOW METAL STEEL DOOR FRAME CONN. TO CONC. PER MFRS INSTRUCTIONS SCHEDULED DOOR RE: Al 2" * 5" MILL FINISH ALUM. THRESHOLD SET IN FULL BED MASTIC - CONN. W/ MAS. ANCHORS AT ALL PRE-DRILLED SCHEDULED DOOR RE: Al HOLES EXTERIOR ———— ALUM. # VINTL DOOR SWEEP LINE OF CMU / OPENING INTERIOR SCHEDULED FLOOR FINISH =3 a CURTAIN | | ra — s a A ° a 4 7, XY ANGLED GUIDES PER MANUF. SPEC. @" CMU WALL w/ PLASTER EA. SIDE TO MATCH EXISTING oc O O On LL & —! z s = 3 8 Lu ec 2zxz 2 = O S (op) DATE: 8-—4-17 DRAWN BY: STAFF |: \Active Projects\Fish Market SHEET NUMBER: A/ A7-4 D 3" OOR HEAD/JAMB DETAIL A7-5 DOOR JAMB DETAIL 3" A7-6 ROLL UP DOOR JAMB DETAIL +24'-7" NEW (3) JALOUSIE WINDOWS TO REPLACE EXISTING 4 TO FIT EXISTING MASONRY OPENING PER WINDOW SCHEDULE SHEET Al NEW (2) JALOUSIE WINDOWS TO REPLACE EXISTING 4 TO FIT EXISTING MASONRY OPENING PER WINDOW SCHEDULE SHEET Al NEW (3) JALOUSIE WINDOWS TO REPLACE EXISTING & TO FIT EXISTING MASONRY OPENING PER WINDOW / 23'-2! [ +14'-@ 1/2" SCHEDULE SHEET Al aN ©) 271'x2@" DBL DRAIN BOARD STAINLESS STEEL SCULLERT SINKS © EXISTING FLOOR DRAIN TO REMAIN +]2'-7J" 271'xl26" DBL DRAIN BOARD STAINLESS STEEL SCULLERT SINKS NEW METAL DOOR AND FRAME TO FIT EXISTING DOOR OPENING PER DOOR SCHEDULE +8'-8 |/4' t1D'-| 3/4" SHEET Al © +3'-1ID 3/4' t]4'-3 3/4" \___ NEW (2) JALOUSIE WINDOWS TO REPLACE EXISTING ¢ TO FIT EXISTING MASONRY OPENING PER WINDOW SCHEDULE SHEET Al | | | DIMENSION IS FROM CENTER OF EXISTING 6x6 WOOD POST EXISTING CONCRETE COUNTER WALL TO TO REPLACE EXISTING 4 TO FIT EXISTING MASONRY OPENING PER WINDOW ——— iS iS NEW (2) JALOUSIE WINDOWS | | i | | | £3'-1D 3/4' Dd A8-1 SCHEDULE SHEET Al /2"=1'-O" #9'-9 1/4! 13'-1D 3/4! MARK | ITEM MANUFACTURER Nee | OVERALL DIMENSIONS REMARKS ] SCULLERY SINK L&R DRAINBOARDS | JUST MANUFACTURING |$B-130-30RL 2T'd x 30"w STAINLESS STEEL w/ FLOOR BOLT FITTINGS 2 SCULLERY SINK LéR DRAINBOARDS | JUST MANUFACTURING |6B-130-48RL 21d x 126"w STAINLESS STEEL w/ FLOOR BOLT FITTINGS OWNER/BUILDER MAY SUBSITUTE THESE SELECTIONS FOR EQUAL OR ABOVE QUALITY WITH ARCHITECT'S APPROVAL BE REMOVED A4-4 DIMENSION |S FROM CENTER OF EXISTING x6 WOOD POST AND THE LOCATION @ THE CENTER OF THE NEW 6' CMU WALL SCALE ROOM NOTES a8 I REMOVE EXISTING WINDOW ¢ 8" CMU BLOCK INFILL é PLASTER BOTH SIDES TO MATCH EXISTING ENLARGED TYPICAL SCALE ROOM PLAN l. STAINLESS STEEL J35 STYLE OPEN DRAIN 2. JPR-203 PRE-RINSE BACKSPLASH TYPE SCULLERT AND SERVICE SINK FAUCET TYPE-LEAD FREE COMPLIANT NEW (2) JALOUSIE WINDOWS PER WINDOW SCHEDULE SHEET Al NEW 6" CMU WALLS SHOWN HATCHED Wh (4) 2 EXISTING 8" CMU wag af . : T Is ° ; WALL w/ PLASTER sets as [joa |. FINISH BOTH SIDES = 61-9! @ 23-9 18" G TO MATCH EXISTING —— | DIMENSION Io FROM CENTER OF EXISTING \ ¢ oxo WOOD POST #9'-5 3/4" id NEW 6" CMU WALL REMOVE EXISTING “\S os yas ; To BE CENTERED WINDOW ¢ 8" CMU wo hE : “| ON THE EXISTING PLASTER Bote ‘ 1 ¢ PLASTER FINISH SIDES TO MATCH , AA-4 BOTH SIDES TO : . ' - | MATCH EXISTING EXISTING , “9 a \ 2 N < Ps 4 q “ 4A > 4 4 m 4 Q : EXISTING CONCRETE ; : / COUNTER WALL TO |p | BE REMOVED vg ia [~~ EXISTING ALUMINUM NEW METAL DOOR é FRAME PER DOOR SCHED. SHEET Al 5 5/e' en oan _. BENCH SLATS TO ae ts BE REMOVED 4 ‘ SAVED NEW JALOUSIE WINDOW PER WINDOW SCHEDULE SHEET Al 6'-2" #3'-3 3/4" XxX >] +3'-11 1/8" A8-2 ENLARGED OFFICE PLAN 1/2"=1'-@" 3. UNDER COUNTER DISPOSAL @ EACH DRAIN LOCATION PER PLUMBING PLANS 4. EXISTING FLOOR TILE TO REMAIN ¢ PROTECTED DURING CONSTRUCTION. 4. EXISTING WALL COVERING TO REMAIN AND PROTECTED DURING CONSTRUCTION. NEW 6" CMU WALLS CONSTRUCTED ON EXISTING PC WALL ¢ CENTERED ON EXISTING @x6@ WOOD POSTS TYP. @ EA. STALL EXISTING @x@ WOOD POST TO A8-3 ENLARGED ICE ROOM /2"=1'-O" NOTE PLAN lL KOOLAIRE ICE MACHINE KD-@60@2A w/ KOOLAIRE ICE BIN K-310 48" WIDE. 2, EVERPURE FILTRRATION SYSTEM PER MANUFACTURES SPECS. 3. PROVIDE (2) 220v OUTLETS LOCATIONS PER ELECTRICAL FLAN. 4. PROVIDE MINIMUM @' CLEARANCE ON ALL SIDE OF ICE MACHINE PER MANUFACTURES RECOMMENDATION. 6-5" 13'-4 3/4" ¢ 7¢ . NEW JALOUSIE ( AN © WINDOW PER WINDOW < 7 SCHEDULE SHEET Al Y #9'-|1 1/2" 1 aa ‘A ~ J a Zz “ ! : wad | f ( 4 | J] @e 4 fT #9'-9 3/4" 42'-10" | a : : : | oF f ad | | NEW 6' CMU NEW METAL ROLL UP ° 1 | AIR COOLED WALL BTUN. DOORS AT EACH a ICE MAKER #2 G 5 i EXISTING POSTS FISH STALL ! ! | | NEW METAL _ | EXISTING ALUMINUM | | | | FRAMES REMAIN | EXISTING FLOOR . . st ! . 0 EXISTING INLET 3 3 DRAIN TO REMAIN —O) g AIR COOLED - a DRAIN TO REMAIN - : | “ ICE MAKER # 7 “NEW INLET DRAINS | EXISTING ALUMINUM m r; Q alee \ ; | BENCH SLATS TO fo 7 | REMOVED AND lo _ SAVED 7 E G) 4 G D (@) 2 ! oe es 4 l ae Sn : \ : #9'-5 1/Q" > A4-| \ § at i Lt 0 EXISTING ox 5 EXISTING CONCRETE Te Fil aii ait he ~ COUNTER TO REMAIN + TI 4 to _ = 4 ] REMAIN Ad-2 4 | TYPICAL ALL > \—_NEW METAL DOOR ¢ (a) % | LOCATIONS FRAME PER DOOR D . SCHED. SHEET Al _ » | : LL 1 _ (al 4 q 4 Aa qv NEW JALOUSIE ( 0) | ® E _ 4 i ae ‘ ; 4 WINDOW PER WINDOW <l = || ¢ SCHEDULE SHEET Al q | 7 [| J 6-5" : #3'-4 3/4" #2'-10" | ? i \ a | |) <I x x A8-4 ENLARGED TYPICAL FISH STALL \/2"=|'-@" +3'-6 1/2" REMAIN TYPICAL +9'-I1 1/2" +3'-6 1/2" ALL LOCATIONS EXISTING GUSSET os) TRUSS + ey \ 4 < | oJ |< a bd | . —— a ae _- Lx} --€ 4 la | | 5} i 4 FINALIZE FISH STALL 17'-5 7/8" iol te! BEAM LOCATIONS TAT TYP. UPON FINAL — RE: Ao-4/ - . ds 5/8! | Ne Se DOOk tow ROLL AG-5 Q a k ITP. FP DOOR FOR ‘ | 4 DOOR SLAT st ; Po CLEARANCE TO 4 _ ALUMINUM BENCH Cc I SLATS BELOW lo | | | N l4 | = 6. | = @Q 8 : : ! Ce | | Abe -| _! iS) * C) I | —> iS) +1 | 4 | +1 | | F | | | | i TIE BEAM RE Ae-| | _ |NEW 6" CMU WALLS \b Q | CONSTRUCTED ON : sal -' |EXISTING PC WALL ¢ Is | +! | CENTERED ON EXISTING — 6x6 WOOD POSTS TYP. | 4 Ab-2 @ EA. STALL | al — : | _ | | gun | : e+ & t [ee Se 7 - — -- LJ 1 Ao-* 3 a { | RE: A6-6/ Ae-7 Y ) \/2"=|'-@" A8-5 ENLARGED TYPICAL FISH STALL CEILING INTERIOR PAINT COLOR/ SEALER SCHEDULE MANUFACTURER COLOR LOCATION PER WHITE -MATCH ALL INTERIOR WALLS, EXCLUDING CONTRACTOR EXSISTING SCALE ROOM WALL COVERING, EXPOSED RAFTERS, TRUSSES AND T&G CEILING PER CLEAR CONCRETE FISH STALLS #1-#19, STORAGE #172 CONTRACTOR PROTECTIVE SEALER | OFFICE, ICE ROOM, RESTROOMS PER GRET -FACTORT DOORS, METAL DOOR FRAMES, CONTRACTOR WINDOW FRAMES Na G Ke) £ N gp - LY 00 OF Nw ez 6 £5... 3 ON x fCugee qFeEOoLL nN pe WN c¢tiaoa =~ OO. Z DD ou Aa xt sew ao 5 op) Ten =e -NZ2AR ume Ge cMrF At o- 2s (om. 4 292ronqg YOroidekFe Y) -E Uaz> LW i rscs LU Iv fo NO oy TL Own W” Z < — QO fa LL 4 O = 2 < ra | - Zz S LL] DATE: 8-—4-17 DRAWN BY: STAFF |: \Active Projects\Fish Market SHEET NUMBER: A& +||'-3" NEW JALOUSIE '-4 3-3 WINDOW IN EXISTING ¢ G, OPENING RE: Al/ AT t . | | 8 | one 7 +0) Tf 4-0" ; alk Q | | Cy, | iH . | | | | New wate = NEW URINAL MOUNT SINK € ; —____1 1 f _ ~ Té b 2 6 | NEDUALL | £ a g | a MOUNT SINK | —— a - WHEELCHAIR |— a ——P |] TURNAROUND | « a= | | SPACE ro ~ 2'-83'w AS-2 \ | 2-6" | | Bartion Vv " ( 4 ee DOOR [ a | ) “ 3-2 |. AS-4 NEW METAL " DOOR ¢ <t sr A eel cuare s S MEN, Fr >, | FRAME @ EXISTING o Lo <6, OOR OPENING = (TURNAROUND! | \ eNSIty So) 7 22 LONG NEW JALOUSIE qi NEW JALOUSIE SER SCHEDULE % . s ( SPACE a : OO ETLIYLENE) 4 WINDOW IN EXISTING w|i WINDOW IN EXISTING u. QD OO : | U OPENING RE: Al/ Aq OPENING RE: Al/ Aq Vy 5 > N | \ PARTIONS JS W W | i Ww —— |% TYPICAL yy @/9 oY HY | 9 2a ny 9 | | ND _ : Q Oo 80 @ wv \ ai 2O | €& ° x — — 7 N N ~ ‘ ~ N _ | / on NEW WATER o ae vy" u ar . L \ Yu iv O 5 oS e412" ¢ CLOSET € we | O |S a \ 2/5 | 90 IHoxa \ | / J xt ; -|f ;|E jEX " \ “ly [Ee quar ~ | [| ~ OF sf - P{e% | M — |My SS o |" <tc S S i ee ee | L —i 2. N ff @ | i ‘ ff . a= | | Q 4 : ; BO Ie \ 2DE D ee r , 2 MIN MAX \ [= é y Q 0 aa) 8 nn) j '-O' 3-6" iS \ c ~ a Oo "10" '-o" GRAB BAR (a i ‘ ; tS : ) . c SEE D os NEW METAL NEW JALOUSIE ; = 2'-1D va TrOA Tt NS lx DooR + | WINDOW IN EXISTING ; WALL oo J -MNZAR 3 FRAME OPENING RE: Al/ AT - + MOUNTED : / wwe do ° % a LE SINS MOUNTED 9 y oO LES | | - ine SINK - .| 3 i y “DSO i " r1)) = Cc = ! oO . _JI 6'-O P| os ) / URINAL=| S$ we) = 9 J 2S8r%OD ———— = = / QO-ODE |'-3" A9-1 ENLARGED MEN RESTROOM A9-2 INTERIOR ELEVATION A9-3 INTERIOR ELEVATION A9-4 INTERIOR ELEVATION /2*=I'-O" /2"sI'-O /2"sI'-O" /2"sI'-O KE] Zs Wi = 5 r Y) 36' LONG 2-6" +3" — > x ~ GRAB BAR ¢ ¢ { q NEW JALOUSIE S UJ — x WINDOW IN EXISTING > OPENING RE: Al/ Aq @ ; ™ O | : TOES ee ee Q i L O , L | x x LL € | | a «a > NEW WALL NEW WALL — — a 42" LONG \ Q © nRAS BAe eu w ATeR A9-6 \ | MOUNT SINK! | MOUNT SINK _ _ : — CLOSET r 0 | | © | | | HDPE (HIGH PSG) ; ' POLYETHYLENE? \ ENASOND / rour TURNAROUND ig 2' WHEELCHAIR PARTIONS So \ SPACE “| / BARTION , TURNAROUND NEW JALOUSIE % x \ WOMEN SPACE WINDOW IN EXISTING vy WW i ~ 4 OPENING RE: Al/ A1 lu o| © v a r1 9) i “| oO @ | 2] O ‘ ~ ar = v aio S| & WY) “ Np 7 i | 2 > yl 8 ff eu 18 Zz € 2'-4"w i lio * Ve) ERs “lee O ; BASTION © | old cle | a ye a ~ O a NEW WATER DOOR ff ff o| uw hart hanes mn Me CLOSET 1 “| 0 3'-0" '-O 7) © 7) © zx ” MIN. MAX ” 7 |__ | = '-2" 3-6 e) & 2) 0 iS 6 0 0 a << > 4 Os MAX MIN +| || GY + LL \ | wae _ ——\y Cc | | ae a NEW JALOUSIE NEW METAL 51D" LU WINDOW IN EXISTING DOOR é = OPENING RE: AV AT || ny | FRAME io: | | | | | ($$ DALL WALL ij we. tu er ° | 8 — | & MOUNTED MOUNTED S| x } A _| & WALL Q) x 2 OO ao] | | w Th.) 8} a jl SINK SINK ale . a Q} oa MOUNTED S| = Cc | | 8} a Q % as Q “ SINK S ‘om | 6'-O' | WC. = S =~ S a <t Wu l 7 ~ ~ cd ee oe Zz = 2 Ww = <x a Qa /2*=|'-O" /2"=1'-O" /2"=1'-O" /2"=|'-O" DATE: 8-4—-17 DRAWN BY: STAFF |: \Active Projects\Fish Market RESTROOM ACCESSORY SCHEDULE ———— MARK ITEM MANUFACTURER Nei REMARKS | TOILET TISSUE HOLDER BRADLEY 5a54 SURFACE MOUNTED 2 PAPER TOWEL DISPENSER BRADLEY 250-15 SURFACE, 48' MAX TO CENTER OF TOWEL SLOT 3 SOAP DISPENSER BRADLEY 652) SURFACE - 40" AFF 4 MIRROR - 18'x30" BRADLEY 140 SURFACE 40" MAX. REFL PART OF MIRROR BOTT. 5 36" GRAB BAR BRADLEY 8I20-DD1326OD SURFACE, CONCEALED FAST.-36" AFF @ 42" GRAB BAR BRADLEY 8I20-DD142] SURFACE, CONCEALED FAST.-36' AFF 7 TOILET PARTITIONS BRADLEY BRADMAR SERIES 490|)OVERHEAD BRACED, ¢ URINAL SCREEN OWNER/BUILDER MAY SUBSITUTE THESE SELECTIONS FOR EQUAL OR ABOVE QUALITY WITH ARCHITECT'S APPROVAL STEVEN E. HUTCHINS ARCHITECTS, INC. Tel 904-538-9615 Fax 904-538-9617 Jacksonville, Florida 9143 Philips Highway Suite 140 AR0015093 03-24-17 PLUMBING DETAILS P1 LEGEND, SCHEDULE, NOTES & SPECIFICATIONS IMPROVEMENTS ESTATE LA REINE ST. CROIX, U.S.V.I. FISH MARKET STEVEN E. HUTCHINS ARCHITECTS, INC. Tel 904-538-9615 Fax 904-538-9617 Jacksonville, Florida 9143 Philips Highway Suite 140 AR0015093 03-24-17 PLUMBING P2 FLOOR PLANS IMPROVEMENTS ESTATE LA REINE ST. CROIX, U.S.V.I. FISH MARKET TO HOLDING TANK RE: AQ, AD2-6 EXISTING Ul BACKFLOW Ka PREVENTER rm] 4" DRAIN TRENCH OUTLET, SET INVERT @ BTM. OF TRENCH EXISTING CLEAN-OUT TRAN | EXISTING 8' PYC DRAIN PIPE NN ‘FE: I LS i EXISTING aan i Le i NEW NEW "ON. i yor r CLEAN-OUT CLEAN-OUT CLEAN-OUT NS: nen f EXISTING RE: Pl RE: Pl RE: Pl ey ij EXISTING rT \ i i on FLOOR DRAIN fl NEW URINAL 5 ; RE: A&-| FOR NEW AIR COOLED i NEW WALL NEW WALL Noone MOUNT SIN RE: 4e-1 FOR NEW 7 - SINKS IN SCALE ROOM ICE MAKER 5 MOUNT SINK MOUNT SINK SINKS IN SCALE ROOM - | | i ; i T 1 I I I I e — h i x h i h i I I i i I I Ly | WL t a sO | po . t fi 1 | ; 7 ° | ° i ial ! | an NEW NEW NEW . . : / Tl | MENS a lo'xlo" lo'xlo" lo"xlo" | i _ J EXISTING FLOOR OFFICE _— / INLET INLET INLET SSS LS i a 7 DRAIN TO REMAIN aN ee eo ; fu \ FISH DRAIN Eig RAIN Eig. DRAIN SEN So GEMAIN ee aE fa SCALE ROOM #1 a ROOM aN \ STALL *9 STALL *1O STALL #1 SCALE ROOM #2 | | _ Ge a } 3 Te] J | / ~ ZR ak 4k Ij ° \ i y ° i: NC ee _ a : ° | I I I I I il I I fp — | —— =s UL : ° i | AIR COOLED / NEW WATER | I ICE MAKER | CLOSET | 7 | { I | | Xl x \-----------: = Xl ia I I | ! FISH NOTE FISu ! EXISTING a CLEAN-OUT STALL #8 NEW FIXTURES CONNECTED STALL #12 I TYPICAL | TO EXISTING WASTE LINES I I | EXISTING EXISTING I | INLET INLET : | DRAIN DRAIN a ! i I FISH FISH Ij ! STALL #1 STALL #13 am ome NIN Dum Eenmimmimimicimieet: s | EXISTING EXISTING 7 ] INLET INLET | ] DRAIN DRAIN Ij | | 7 7 : I | FISH FISH 7 | STALL *%6 STALL #14 I | KAR NOUN PRM wal ! EXISTING EXISTING I | INLET INLET a | DRAIN DRAIN Ij l | | | FISH FISH 7 ! STALL *% STALL #15 | ! SAL = NOUN aa 4) | EXISTING EXISTING 7 ] INLET INLET | ] DRAIN DRAIN Ij | an | | a HB 7 ! FISH FISH . I STALL *4 STALL #16 7 KAR NOUN 5A ! EXISTING EXISTING I ] INLET INLET a | DRAIN DRAIN Ij Ii HB" | FISH FISH 7 i STALL * STALL #17 r aL NOUN 4) 1 EXISTING EXISTING : 1 INLET INLET | Vy DRAIN DRAIN Ij Ij i 1 | 1: I XI | | Ij LG I FISH FISH I 7 STALL #2 STALL #18 7 aL. NOUN a ma a EXISTING EXISTING Ij | INLET INLET Ij : | DRAIN DRAIN I | ly | I | TT i 1 7 FISH FISH ! i STALL #1 STALL #19 7 ma. NOUN y EXISTING EXISTING INLET INLET DRAIN DRAIN DX] STORAGE/ STORAGE/ UTILITY #1 UTILITY #2 — \ -— 3/l6"=|'-O" — \ — TEL 340-778-8898 FAX 340-778-7754 Steven E. Hutchins AIA Architects, Inc 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX U.S. VIRGIN ISLANDS 00822 KE] ESTATE LA REINE ST. CROIX, U.S.V.| IMPROVEMENTS we" EIS] MA PLUMBING PLAN GRAVITY LINES - o ke <x = a oO re = oO = = <x a a DATE: 8-—4-17 DRAWN BY: STAFF SHEET NUMBER: P3 STEVEN E. HUTCHINS ARCHITECTS, INC. Tel 904-538-9615 Fax 904-538-9617 Jacksonville, Florida 9143 Philips Highway Suite 140 AR0015093 05-02-17 ELECTRICAL E1 FLOOR PLAN IMPROVEMENTS ESTATE LA REINE ST. CROIX, U.S.V.I. FISH MARKET STEVEN E. HUTCHINS ARCHITECTS, INC. Tel 904-538-9615 Fax 904-538-9617 Jacksonville, Florida 9143 Philips Highway Suite 140 AR0015093 05-02-17 ELECTRICAL E2 RISERS, SCHEDULES AND DETAILS IMPROVEMENTS ESTATE LA REINE ST. CROIX, U.S.V.I. FISH MARKET STEVEN E. HUTCHINS ARCHITECTS, INC. Tel 904-538-9615 Fax 904-538-9617 Jacksonville, Florida 9143 Philips Highway Suite 140 AR0015093 05-02-17 ELECTRICAL E3 LEGEND, SCHEDULES AND DETAILS IMPROVEMENTS ESTATE LA REINE ST. CROIX, U.S.V.I. FISH MARKET