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Nam e: CALVIN RICHARDS Signature: Date: License No. 2-6266-1L R O P F E S S I O N A L D E S I G N E R S D R A H R I C N V I A L C I L E C S N E S T. R C I O X U. S. V. I. CALVIN RICHARDS PH: 340-6908759 PO Box 1872 Kingshill, VI 00851 DESIGN ENGINEERING Architectural / Industrial Design and Construction M anagem ent DRAWN BY DATE DATE CHECKED BY REVISION SHEET NUMBER PLAN NUMBER Kid East End Bay Point Cudejarre Isaac Point Isaac Bay C A R I B B E A N 100 1 MILE 7000 FT 5000 Cottongarden Point Jack Bay SCALE 0 Green Green Cay GREEN CAY NATIONAL WILDLIFE REFUGE Pull Point Punnett Point Pow Point Carty Grass Point Pentheny Tague Point Point Grapetree 57 Channel Rock Jack Hughes Point Bird End Crab Bay Rod Bay ROAD Turner Hole Grapetree Bay BUCK ISLAND REEF NATIONAL MONUMENT Buck Island Pt Vagthus Baron Bluff Bay Fort Pt Surlaine Spring Bay Pt Ferrall Channel Bay Halfpenny Bay Pt Hams Bluff C A R I B B E A N 200 600 600 -600 0 1000 3000 1 • SEA N LIC.# 2-6266-1L 1-16 CONSTRUCTION DOCUMENT COVER PAGE DRAWING INDEX 1-16. COVER SHEET 2-16. PLOT PLAN 3-16. ENGINEERING NOTES 5-16. FOUNDATION DETAILS 6-16. CISTERN AND SEPTIC DETAILS 7-16. FLOOR PLAN PLANS: FOR THE PROPOSED HOUSE TO BE ERECTED ST. CROIX U.S.VIRGIN ISLANDS 12-16. FROMT AND LEFT ELEVATION PLAN 15-16. WINDOW AND DOOR SCHEDULE 16-16. IECC 4-16. FOUNDATION / STRUCTURAL PLAN 8-16. INTERIOR ELEVATION PLAN 9-16. PLUMBING PLAN 10-14. ELECTRICAL PLAN 11-16. ROOF FRAMING PLAN 13-16. REAR AND RIGHT ELEVATION PLAN 14-16. BUILDING CROSS SECTION PLAN ST. CROIX U.S. VIRGIN ISLAND OWNER: VIHFA PLOT #2-20 ESTATE M T. PLEASANT ON PLOT 2-20 ESTATE MT. PLESANT PROPERTY OF VIHFA 1151A Nam e: CALVIN RICHARDS Signature: License No. 2-6266-1L Date: DESIGN ENGINEERING PH: 340-6908759 Architectural/ Industrial Design and Construction Consultation PO Box 1872 Kingshill, VI 00851 R O P F E S S I O N A L D E S I G N E R S D R A H R I C N V I A L C I L E C S N E U. S. V. I. 4" PVC S WM WV WM SETBACK LIM IT S44°48'52"W 59.20' S44°28'43"W 79.16' N84°09'48"W 45.99' N40°49'26"W 50.40' N44°27'19"E 113.27' S45°11'08"E 86.00' S E A EARTH CHANGE NOTE: DRIVEWAY NOTE: APPROVED AND RECORDED DESIGN DY DPW AND DPNR. 4. ROAD SIDE SWALES SHALL NOTBE CHANGED FROM EXISTING ORIGIANLLY OR BY PLACED EXPANSION JOINT MATERIALS. EITHER 1" DEEP CONCRETE SAW CUT, AFTER POUR 3. PROVIDE EXPANSION JOINT AT EVERY 10' OF LENGHT OR WITH A MIN. 6x6x10x10 WELDED WIRE MESH. REINFORCED WITH EITHER 3# REBAR AT 12" OC EACH WAY 2. DRIVEWAY MUST BE 5" THICK -3000 PSI CONCRETE BEYOND THE EASEMENT BOUNDARY. 1. DRIVEWAY MUST BE A MINIMUM OF 5' ONTO THE PLOT CHECKED BY CHECKED BY Unit Name ArE 100% 100 2-16 CONSTRUCTION DOCUMENT PLOT PLAN CALVIN RICHARDS CALVIN RICHARDS Totals for Area of Interest DRAWN BY DATE DATE REVISION SHEET NUMBER PLAN NUMBER DRAWN BY DATE DATE REVISION SHEET NUMBER PLAN NUMBER Virgin Islands of the United States (PR690) Unit Symbol SOIL CLASSIFICATION Percent of AOI Acres in AOI NTS VICINITY MAP Kid East End Bay Point Cudejarre Isaac Point Isaac Bay C A R I B B E A N 100 1 MILE 7000 FT 5000 Cottongarden Point Jack Bay SCALE 0 Carty Grass Point Pentheny Tague Point Point Grapetree 57 Channel Rock Jack Hughes Point Bird End Rod Bay ROAD Turner Hole Grapetree Bay Buck Island 0 1000 3000 1 • 200 LIC.# 2-6266-1L ( EXTERIOR WALL) 8" CONCRETE BLOCKS SLAB 6" CONC. FLOOR ( EXTERIOR WALL) 8" CONCRETE BLOCKS ( CISTERN WALL) 8" CONCRETE THIS PLOT ELEVATION 171.4'' FINISH FLOOR Arawak Gravelly Loam (20 to 40% slope) ST. CROIX U.S. VIRGIN ISLAND OWNER: VIHFA PLOT #2-20 ESTATE M T. PLEASANT Green Green Cay GREEN CAY NATIONAL WILDLIFE REFUGE Pull Point Punnett Point Pow Point Crab BUCK ISLAND REEF NATIONAL MONUMENT Baron Bluff Fort Hams Bluff C A R I B B E A N SEA N 600 600 -600 S S S WM WV PLOT NO. 2-19 2-18 PLOT NO. PLOT NO. 2-32 PLOT NO. 2-33 PLOT NO. 2-34 PLOT NO. 2-35 PLOT NO. 2-36 PLOT NO. 2-40 PLOT NO. 2-37 PLOT NO. 2-39 PLOT NO. 2-38 PLOT NO. 2-1 PLOT NO. 2-2 PLOT NO. 2-3 PLOT NO. 2-4 PLOT NO. 2-5 PLOT NO. 2-6 PLOT NO. 2-7 PLOT NO. 2-8 PLOT NO. 2-9 S S D Y H N57°40'18"E N57°40'18"E 30.55' N45°11'08"W 115.58' N26°36'47"E 35.59' S44°28'43"W 79.16' S45°11'08"E 86.00' S PLOT NO. 2-13 PLOT NO. 2-14 PLOT NO. 2-15 PLOT NO. 2-10 PLOT NO. 2-11 PLOT NO. 2-12 4" PVC 4" PVC 4" PVC WV WV S S S S WM WM WM WM D Y H WM WV WM 2-21 PLOT NO. 2-20 PLOT NO. 2-22 PLOT NO. PLOT NO. 2-23 2-17 PLOT NO. 2-24 PLOT NO. PLOT NO. 2-26 PLOT NO. 2-25 PLOT NO. 2-27 PLOT NO. 2-29 PLOT NO. 2-30 PLOT NO. 2-31 PLOT NO. 2-16 SETBACK LIMIT SETBACK LIMIT SETBACK LIMIT SETBACK LIMIT SETBACK LIMIT SETBACK LIMIT SETBACK LIMIT N78°55'27"E 152.86' S11°57'41"E 73.91' S78°21'00"W 65.01' S78°21'00"W 133.31' N85°19'43"W 55.33' N41°52'30"E 34.23' N09°20'50"W 67.32' N41°52'30"E 34.23' N52°17'15"E 87.88' S11°39'00"E 40.00' N78°21'00"E 30.00' N22°26'17"W 21.51' N85°28'58"E 107.14' N47°57'16"W 94.87' N84°57'55"E 59.24' 39.79' N22°26'17"W 104.61' N77°10'55"W 86.20' N84°09'48"W 44.91' S44°48'52"W 59.20' N84°09'48"W 45.99' N40°49'26"W 50.40' N44°27'19"E 113.27' S45°11'08"E 57.42' S78°21'00"W 82.38' S16°50'39"E 34.27' N40°49'26"W 16.30' S78°21'00"W 103.19' S20°43'40"E 121.19' 20.32' 20.00' CONCRETE PAVEMENT 12" 8" 4" CISTERN W/ SCREEN 4" PVS OVERFLOW NATURAL GRADE CICTERN INVERT SECTION "B-B" 12" 8" 4" CISTERN ELEV. 189.6' FINISH GRADE NTS VARIES PLOT PLAN SCALE: 1'=20'-0" DRAINAGE DIRECTION BOUNDRY LINE IRON REBAR SET PLOT PLAN LEGEND FIN FLOOR ELEVATION CONCRETE MONUMENT FOUND 6' 5' 5" 5" Pt Vagthus Pt Surlaine Spring Bay Pt Ferrall Bay Halfpenny Bay Bay Channel Pt LOCATION MAP NTS Bay SECTION "BB" N SECTION "AA" SCALE: 1'=20'-0" AA SCALE: AS NOTED 27'-1" 45'-2" 15' SETBACK LINE 10' SETBACK LINE 10' SETBACK LINE 21'-8" 31'-7" 30'- 11" CONCRETE DRIVEWAY 169.10' INVERT ELEV. THIS PLOT ALL PLUMBING WORK SHALL COMPLY WITH THE 2018 IPC (INTERNATIONAL PLUMBING CODE N.E.C.AND WAPA REQUIREMENTS ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2018 AND VI CODE. ALL WORK SHALL COMPLY WITH THE 2018 IRC (INTERNATIONAL RESIDENTIAL CODE NOTE: TEMPORARY BERM SQUARE FEET Areas SQUARE FEET LIVING 1333 TOTAL BUILDING AREA 1333 TOTAL ROOF SQFT 1,630.2 CISTERN CAP. 16,728.91 CRUSHER RUN COMPACT 12'- 0" 5" 5" 1. TREES SHALL BE PLANTED AND RETAINED DURING 4. SEEDING AND FERTILIZATION SHALL BE AS FOLLOWS 2. EXCESS MATERIAL WILL BE GRADED EVENLY THROUGHOUT. PROPERTY ADDITIONAL FRUIT AND ORNAMENTAL TREES WILL BE ENCOURAGED. 5. MINIMUM SITE DISTURBANCE SHALL BE ENCOURAGED AND APPLIED. CONSTRUCTION WHEREVER POSSIBLE. 6. LEFT-OVER DEBRIS SHALL BE HAULED AWAY AFTER COMPLETION OF CONSTRUCTION. 11b/1000 SGT COMMON BERMUDA GRASS ON 3" TOP SIOL. 3. PROVIDE 3' TOPSOIL EVENLY SPRED ORDER THROUGHOUT DISTURDED AREA 1151A THIS AREA 150' 180' EASEMENT DRIVEWAY EXISTING ROADWAY PROPERTY NTS 160' 150' 160' 180' 140 150 160 0.23 Ac. 170 170 170 180 180 180 190 190 200 200 0.23 Ac. 0.23 Ac. 0.23 Ac. 0.23 Ac. 0.25 Ac. 0.37 Ac. Fin. Flr. Elev. 171'-4" top of beam elev. 180'-4" bottom of ridge 184'-0" PROPERTY LINE PROPERTY LINE 170' 170' DIRT ROAD 176'-11" 12'-0" 38'-3" 9'-9" 12'-0" 21'-3" FILL CUT CUT FILL 140 4" PVC 4" PVC 150 BEARING SOIL ON 95% COMPACT AND FOOTING PLACE ALL COLUMN 7'- 9" 95'-1" F.F.E 171.4' 4" PVC TO EXISTING SEWER LINE 160 160 SEWER OUTLET EXISTING 4" PVC B B 180 170 180 170 CISTERN ENTRANCE LEADING TO MAIN CONCRETE WALK-WAY Meter Monument Location of the 2-20 PLOT NO. 0.23 Ac. VIHFA FREDERIKSTED, ST. CROIX LAGOON COM PLEX P& C DIV Signature: License No. 2-6266-1l Nam e: CALVIN RICHARDS Date: (at a minimum of 12 inches for the first 10 feet). SCALE: 1/4" = 1'-0" R O P F E S S I O N A L D E S I G N E R S D R A H R I C N V I A L C I L E C S N E U. S. V. I. LIC.# 2-6266-1L METAL ROOF FINISH SCALE: 1/4" = 1'-0" CHECKED BY CHECKED BY 1. 3. 2. ALL FOOTINGS, FOUNDATIONS AND INTERIOR WITH A COMPRESSIVE STRENGTH EQUAL TO AT POURING. THE WATER/CEMENT RATIO SHALL BE NO GREATER THAN 0.50 AND SLUMP SHALL BE 3" OR LESS. MINIMUM CEMENT CONTENT DIRECTED BY THE SPECIFICATIONS AND ACI STANDARDS AND PRACTICES. 4. BEFORE CONCRETE IS POURED CHECK WITH BY THE CONTRACTOR TO FURNISH SUPPORT FOR THE BARS. CONCRETE POURING. IF REQUIRED, ADDITIONAL BARS SHALL BE PROVIDED NO DEVIATION FROM THE STRUCTURAL PLANS SHALL BE PERMITTED MINIMUM TOLERANCES BEAMS AND COLUMNS [PRIMARY EXPOSED TO EARTH 1. REINFORCING STEEL 3. 2. 3. 4. 5. 3-16 CONSTRUCTION DOCUMENT ENGINEERING NOTES CALVIN RICHARDS CALVIN RICHARDS Its acceptance constitutes an agreem ent that it shall be treated as confidential m aterial, that it shall be returned upon request, and that the contents thereof shall not be disclosed, reproduced, or copied except by written perm ission of DESIGN ENGINEERING This docum ent is the property of DESIGN ENGINEERING. DRAWN BY DATE DATE REVISION SHEET NUMBER PLAN NUMBER DRAWN BY DATE DATE REVISION SHEET NUMBER PLAN NUMBER COL. COLUMN SQ. SQUARE P.L. CONC. CTR. DIA. ELEV. GALV. PROPERTY LINE CONCRETE GALVANIZED ELEVATION DIAMETER CENTER ROOM RM. CONCRETE MASONRY UNIT AT ALUM. BLDG. CMU APPROX. @ ALUMINUM APPROXIMATE BUILDING ABBREVIATIONS PH: 340-6908759 Architectural Design and Construction M anagerm ent PO Box 1872 Kingshill, VI 00851 DESIGN ENEINEERING REMOVE ALL DEBRIS FROM FORMS BEFORE POURING. CONCRETE SLABS SHALL BE NORMAL WEIGHT CONCRETE LEAST 3,000 PSI WITHIN 28 DAYS AFTER SHALL BE 504 LBS. PER CUBIC YARD. 3. ALL CONCRETE WORK SHALL BE PLACED, CURED, STRIPPED, AND PROTECTED AS ALL TRADES TO INSURE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, ETC. RELATIVE TO WORK. SHORING AND FORMWORK. 5. CONTRACTOR IS RESPONSIBLE FOR ALL 6. COMPACTED FILL TO BE 90% @SLAB AND 95% FOR FOOTING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER. OF FOUNDATIONS, CHAIRS SHALL BE GALVANIZED. ALL REINFORCING BARS MARKED-CONTINUOUS SHALL BE LAPPED 30 X DIA. BARS SUPPORT SHALL BE PLASTIC TIPPED FOR EXPOSED CONCRETE. LEGS ALL REINFORCING BARS SHALL BE SECURELY HELD IN PLACE DURING CONTINUOUS BARS AT NON-CONTINUOUS ENDS WITH STANDARD HOOKS. TOP BARS AT CENTER BETWEEN SUPPORTS AS REQUIRED. TERMINATE AT SPLICES AND CORNERS UNLESS OTHERWISE NOTED. LAP CONTINUOUS COVER + OR - REINFORCEMENT TIES, STIRRUPS NOT EXPOSED TO WEATHER OR IN PRE CAST CONCRETE PILES CONTACT WITH GROUND: EXPOSED TO EARTH OR WEATHER: NO. 5 AND SMALLER BARS CAST AGAINST AND PERMANENTLY NO. 5 AND SMALLER BARS NO. 6 AND LARGER BARS NO. 6 AND LARGER BARS EXPOSED TO SEA WATER: COVER 3" 3/8" 2" 3/8" 1 1/2" 3/8" 4" 3/8" 4" 3/8" 4" 3/8" ROOF SLAB 1" 1/8" SLABS ON GRADE 1 1/2" 3/8" CONTRACT. THE CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION BE PERFORMED IN STRICT COMPLIANCE WITH ALL OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION), AND TO START-UP OF CONSTRUCTION BY THE CONTRACTOR DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT THE CONTRACTOR WARRANTS THAT HIS EMPLOYEES, AGENTS AND SUB- CONTRACTORS POSSESS THE EXPERIENCE, KNOWLEDGE AND CHARACTER NECESSARY TO QUALIFY THEM INDIVIDUALLY FOR THE PARTICULAR CONSTRUCTION TECHNIQUES THEY PERFORM IN CONNECTION WITH THE TASKS TO BE PERFORMED UNDER THIS ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. SHOWN OR INDICATED ON THE DRAWINGS. ALL MATERIAL SHALL BE TOOLS AND LEAVE THE BUILDING AND WORK AREA BROOM CLEAN. TRACTOR SHALL REMOVE ALL RUBBISH, SURPLUS MATERIALS, AND MATERIALS AND DEBRIS, AND AT THE END OF THE JOB THE CON- THE PREMISES SHALL BE KEPT FROM ACCUMULATION OF WASTE POWER NECESSARY FOR THE PROPER EXECUTION OF THE WORK EQUIPMENT AND SERVICES OF EVERY KIND, INCLUDING WATER AND THE GENERAL CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, SKETCHES ISSUED DURING THE COURSE OF CONSTRUCTION. SPECIFICATIONS, FIELD ORDERS, CHANGE ORDERS, AND CLARIFICATION HIS CONSTRUCTION DOCUMENTS WITH REVISED DRAWINGS AND THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL AND LOCAL "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI - AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR MASONARY STRUCTURES OSHA - OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION COMPLIANCE WITH ANY AND/OR ALL OF THE APPLICABLE CODES AND EQUIPMENT AND MATERIAL FURNISHED ARE, AT A MINIMUM, IN STRICT THE WORK. IN ADDITION, THE CONTRACTOR SHALL ENSURE THAT THE SUPERVISING SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND EPA - ENVIRONMENTAL PROTECTION AGENCY POUR TO VERIFY REINFORCEMENT PLACEMENT AND ALL CONCRETE THE ENGINEER AND THE DESIRNER OF ALL DISCREPANCIES. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENT AND SHALL NOTIFY ELEMENTS. 3. 2. ACI 318-95 ("ACI 318"). ACI 530-92("ACI 530"). UBC - UNIFORM BUILDING CODE STANDARDS LISTED BELOW: 1. STRUCTURAL 7. 8. LOCAL HEALTH AND SAFETY CODES. 6. 5. 2. 3. GENERAL CODES. 1. 4. GENERAL NOTES: 22. 23. 25. 24. FORM REMOVAL: ALL CONCRETE SHALL BE CURED WITH WATER FOR FIVE CALENDAR DAYS IN ACCORDANCE WITH ACI 318 REQUIREMENTS. - WALLS AND COLUMNS, 7 DAYS AFTER POUR. - SLABS, AND BEAMS, 28 DAYS AFTER POUR. 21. 17 16 TO ALL CONCRETE POURS. ALL COLUMNS AND/OR WALLS ARE TO BE PLACED AT CENTERLINE OF FOOTINGS ARE TO BE PLACED ONLY ON UNDISTURBED SOIL OR ON 95% MODIFIED PROCTOR DENSITY COMPACTED FILL. FOUNDATION UNLESS OTHERWISE NOTED. ALL REBAR DOWELS ARE TO BE IN PLACE PRIOR TO ALL CONCRETE POURS. 11. 12. 10. 9. SKILLED IN THEIR TRADE. WORK TO BE UNACCEPTABLE. THE VIHFA-CM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR PRIOR WRITTEN CONSENT OF VIHFA-CM MAY BE CAUSE FOR THE NEW. MATERIALS AND FREE OF DEFECTS. ALL WORKMEN AND SUBCONTRACTORS SHALL BE VIHFA-CM AND DPNR SHALL BE NOTIFIED PRIOR TO ALL CONCRETE ALL FOOTINGS ARE TO BE INSPECTED BY THE VIHFA-CM AND DPNR PRIOR DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION. APPROVAL BY VIHFA-CM PRIOR TO PROCEEDING WITH THE WORK. PROHIBITED. ALTERNATE PRODUCTS MAY, HOWEVER, BE USED UPON USE OF ALTERNATE PRODUCTS TO THOSE SPECIFIED IS STRICTLY REQUIRED PRIOR TO THE FINAL COMPLETION OF THE PROJECT. WITH THE PLANS AND SPECIFICATIONS. APPROVAL BY VIHFA-CM IS APPROVAL BY THE BUILDING INSPECTOR DOES NOT IMPLY COMPLIANCE THE WORK. OF ANY DISCREPANCY FOUND IN THE FIELD PRIOR TO PROCEEDING WITH BEFORE STARTING THE WORK. VIHFA-CM SHALL BE NOTIFIED IN WRITING CONTRACTOR SHALL VERIFY ALL DIMENSIONED AND SITE CONDITIONS CONSTRUCTION. INCLUDE THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF PROPERTY. THE VIHFA-CM PRESENCE OR REVIEW OF WORK DOES NOT CONDITIONS AT THE JOB SITE INCLUDING SAFETY OF PERSONS AND AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MORTAR MATERIALS SHALL BE MEASURED IN SUCH A MANNER TO CONTROL MORTAR CEMENT SHALL CONFORM TO UBC STANDARD No. 21-14 "MORTAR NO READY-MIXED MORTAR SHALL BE USED. THE SPECIFIED PROPORTIONS ACCURATELY. ONLY MORTAR TYPE S OR M SHALL BE ACCEPTABLE. 4. 5. 1. CEMENT." 2. 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 "PORTLAND CEMENT" MASONRY NOTES MATERIALS STANDARDS OR UBC STANDARD No. 19-1 "PORTLAND CEMENT CEMENT .1 2. 1. AND ACCEPTED WOOD CONSTRUCTION PRACTICES. RETARD ANT CHEMICAL IN ACCORDANCE WITH UBC STANDARD 23-6 AND AWPA'S STANDARD C-20 "STRUCTURAL LUMBER-FIRE RETARD ANT TREATMENT ALL TIMBER SHALL BE PRESSURE IMPREGNATED WITH AN APPROVED FIRE- ALL LUMBER, WOOD STRUCTURAL PANELS, STRUCTURAL LAMINATED TIMBER, ISSUED BY AN APPROVED AGENCY(AMERICAN SOFT WOOD STANDARDS, MOISTURE AND RAISED FROM THE GROUND AND SUPPORTED IN SUCH A PERMISSIBLE GRADE CHARACTERISTICS OR DEFECTS AFFECT THE SERVICE- BE EXPOSED TO THE DIRECT SUN LIGHT FOR A PROLONGED PERIOD OF TIME. MANNER AS TO AVOID WARPING AND BUCKLING. STORED LUMBER SHALL NOT ALL LUMBER SHALL BE STORED AWAY FROM CONTACT WITH WATER AND HIGH VOLUNTARY PRODUCT STANDARD PS20-70, NATIONAL BUREAU OF STANDARDS, BE SO IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION STANDARDS OR GRADING RULES SPECIFIED IN UBC CHAPTER 23 AND SHALL ALL SIZES REFEREED TO ARE STANDARD NOMINAL SIZES. END-JOINTED LUMBER, AND POLES SHALL CONFORM TO THE APPLICABLE U.S. DEPARTMENT OF COMMERCE). ABILITY OF THAT MEMBER. 6. 4. 5. BY PRESSURE PROCESS " 2. 3. MANUAL OF STANDARD WOOD CONSTRUCTION AND UBC CHAPTER 23, "WOOD" ALL LUMBER SHALL BE SOUTHERN PINE, AND CONFIRM TO THE SOUTHERN PINE TIMBER 2. 1. 6. #6 BARS - 3'-0" #5 BARS _ 2'-6" #4 BARS - 2'-0" #3 BARS - 1'-6" MINIMUM LAP SPLICES SHALL BE AS FOLLOWS: VERTICAL REINFORCING SHALL BE ASTM A615, GRADE 60 DEFORMED BARS. TYPE M FOR BELOW GRADE. MORTAR SHALL CONFIRM TO ASTM C270, TYPE M OR S FOR ABOVE GRADE, GRADE N, TYPE 1, NORMAL WEIGHT, WITH F'm = 1500 PSI. HALLOW CONCRETE MASONRY SHOWN ON THESE DRAWINGS SHALL BE ASTM C90. THE SLAB, OR, FOOTING. AND SHALL BE PLACED EVERY SECOND COURSE, STARTING DIRECTLY ON TOP OF ARE TO BE REINFORCED WITH No. 8 GAUGE "DUR-O-WALL" OR EQUIVALENT, STANDARD NO. 21-10 "JOINT REINFORCEMENT FOR MASONRY. ALL CMU WALLS JOINT REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF UBC THE VIHFA _ CM SHALL REJECT THE USE OF ANY WOOD MEMBER WHERE 7. 8. 1151A VIHFA FREDERIKSTED, ST. CROIX LAGOON COM PLEX P& C DIV FOR MAINTENANCE ACCESS 24" X24" CISTERN Date: Nam e: CALVIN RICHARDS Signature: License No. 2-6266-1L R O P F E S S I O N A L D E S I G N E R S D R A H R I C N V I A L C I L E C S N E U. S. V. I. LIC.# 2-6266-1L WITH SCREEN 2-6" OVERFLOW #4 DIA BAR TOP @ 8" OC #4 DIA BAR TOP @ 8" OC #4 DIA BAR TOP @8" OC C3 5-16 C3 5-16 C3 5-16 C3 5-16 C2 5-16 C2 5-16 8" 5'- 6" 1'- 4" 16'- 3" 8" 12'- 2" 3'- 6" 1'- 4" 4'- 10" 1'- 4" 8'- 10" 1'- 4" 6'- 1" 30'- 4" 13'- 11" 5'- 0" 1'- 4" 8'- 10" 1'- 4" 43'-2" 12'-8" 15'-5" 15'-2" 6'- 2" 17'- 7" 6'- 2" 16'- 3" 17'- 7" 33'- 10" 3'- 6" 43'-3" 5'-0" 8" 2'-8" 8" 20'-5" 8" 11'-10" 8" 22'-1" 7'-0" 7'-9" 6'-4" #4 DIA BAR TOP @8" OC #4 DIA BAR TOP @ 8" OC #4 DIA BAR TOP @ 8" OC #4 DIA BAR TOP @8" OC #4 BAR BOTH WAYS @8" O.C. S3 S3 S1 S3 S3 2'-0"6" 6"2'- 0" #4 BAR BOTH WAYS @8" O.C. #4 DIA BAR TOP @ 8" OC #4 DIA BAR TOP @8" OC -0'-1 1/2" -9'-0" 0'-0" 0'-0" 0'-0" COMPACT FILL #4 DIA BAR TOP @8" OC COMPACT FILL C3 C2 5-16 C2 5-16 C3 5-16 F1 F1 CC C3 1-16 ALL PLUMBING WORK SHALL COMPLY WITH THE 2018 IPC (INTERNATIONAL PLUMBING CODE N.E.C.AND WAPA REQUIREMENTS ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2018 AND VI CODE. ALL WORK SHALL COMPLY WITH THE 2018 IRC (INTERNATIONAL RESIDENTIAL CODE NOTE: CALVIN RICHARDS " = 1'- 0" 4 1 SCALE: " = 1'- 0" 4 1 SCALE: DRAWN BY DATE DATE REVISION SHEET NUMBER PLAN NUMBER CHECKED BY VIHFA PH: 340-6908759 PO Box 1872 Kingshill, VI 00851 Design Engineering Architectural Industrial Design and Construction M anagem ent / CONSTRUCTION DOCUMENT 4-16 FOUNDATION AND STRUCTURAL PLAN SECTION S2 8" 6" 1'- 4" 1 1/2" COVER. 1 1/2" COVER. 6" THICK CONC. SLAB. NO. 4 DIA. BARS AT 8" CRS. BOTT. 3-NO. 5 DIA. BARS (BOTT.) NO 4 DIA. BARS @ 2'-0" CRS. 6'-0" LG. (TOP) 4" FIRST & 1/4" LAST (TYP) NO. 3 STIRRUPS @ 9" CRS. 2-NO.5 DIA. BARS (TOP & MIDDLE) 8" 1'- 4" 1 1/2" COVER. 3-NO. 5 DIA. BARS (BOTT.) NO. 3 STIRRUPS @ 9" CRS. 2-NO.5 DIA. BARS (TOP) 1 1/2" COVER. RENDERED ON BOTH SIDE. 6" CONC. BLOCKWORK 8" CRS. BOTT. 6" THICK CONC. SLAB. NO. 4 DIA. BARS AT NO 4 DIA. BARS @ 2'-0" CRS. 6'-0" LG. (TOP) SECTION S3 SCALE: 1/4" = 1'-0" FLOOR PLAN SCALE: 1/4" = 1'-0" FOUNDATION PLAN 8" 1'- 4" 1 1/2" COVER. 1 1/2" COVER. NO. 4 DIA. BARS AT 8" CRS. BOTT. 1 1/2" 8" BLOCKS 3-NO. 5 DIA. BARS (BOTT.) 2-NO.5 DIA. BARS (TOP) 6'-0" LG. (TOP) NO. 3 STIRRUPS @ 9" CRS. NO 4 DIA. BARS @ 2'-0" CRS. SECTION S1 4-16 4-16 4-16 4-16 4-16 S2 4-16 S2 4-16 5-16 5-16 5-16 6-16 #4 BAR BOTH WAYS @8" O.C. COMPACTED, & TERMITE TREATED FILL. 6 MIL VAPOR BARRIER OVER CLEAN 5" CONCRETE SLAB WITH 6X6 - 10/10 WWF OVER 95% COMPACT FILL FILLED SOLID WITH CONC. AND REINF. WITH N0.4 DIA BARS @32" CRS (TYPICAL) 8" CONC. BLOCKWORK S1 5-16 -9'-6" -9'-0" 0'-0" 0'-0" F4 5-16 F4 5-16 F4 5-16 F4 5-16 F4 5-16 F4 5-16 + 6" BLOCKS RR 5-16 RR 5-16 (2) #5 CONT COMPACTED, & TERMITE TREATED FILL. 6 MIL VAPOR BARRIER OVER CLEAN 5" CONCRETE SLAB WITH 6X6 - 10/10 WWF OVER 3" MIN. COV. PUMP RM SECTION DETAIL F.F.S DRILL HOLE 6" DEEP USE EPOXY TO SECURE #4 DWELS @ 16" OC FOR PUMP ROOM SLAB SCALE: 1/2" = 1'-0" FLASHING METAL ROOF 2"x6" RAFTER AT 24" OC 1"X8" PT FASCIA 2" 12" PITCH 12" 72" 12" 7" 1'-3" 7'- 5" 1'- 9" 4'-5" S4 4-16 S4 1151A 14'-6" 1'- 1" VIHFA FREDERIKSTED, ST. CROIX LAGOON COM PLEX P& C DIV Signature: License No. 2-6266-1l Nam e: CALVIN RICHARDS Date: R O P F E S S I O N A L D E S I G N E R S D R A H R I C N V I A L C I L E C S N E U. S. V. I. LIC.# 2-6266-1L CALVIN RICHARDS " = 1'- 0" 4 1 SCALE: 8" F1 F2 F3 4" F4 2'-0" 12" 5" The soil around the perimeter of the Foundation should slope away (at a minimum of 12 inches for the first 10 feet). 8" 6" 1'- 4" 1 1/2" COVER. SECTION S2 DRAWN BY DATE DATE CHECKED BY REVISION SHEET NUMBER PLAN NUMBER (3) #5 CONT 3" MIN. COV. #4 VERTICAL REBAR 1'- 0" VARIES 2'-0" #4 REBAR * * * #4 BAR @ 32" O.C. SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SECTION DETAIL SECTION DETAIL SECTION DETAIL (3) #5 CONT 3" MIN. COV. 1'- 0" VARIES 2'-0" #4 REBAR * * * #4 BAR @ 32" O.C. * #4 VERTICAL REBAR AT 32" ON CENTER COMPACTED, & TERMITE TREATED FILL. 6 MIL VAPOR BARRIER OVER CLEAN 6" CONCRETE SLAB WITH 6X6 - 10/10 WWF OVER COMPACTED, & TERMITE TREATED FILL. 6 MIL VAPOR BARRIER OVER CLEAN 5" CONCRETE SLAB WITH 6X6 - 10/10 WWF OVER 6X6 #10/10 WELDED WIRE MESH, 5" CONCRETE SLAB, MIN. 3,000 P.S.I., .006 MIL VISQUEEN, TERMITE TREATMENT, SMOOTH TROWEL FINISH 8" MIN. FROM FIN FLR TO GRADE. SECTION DETAIL SCALE: 1/2" = 1'-0" COMPACTED, & TERMITE TREATED FILL. 6 MIL VAPOR BARRIER OVER CLEAN 5" CONCRETE SLAB WITH 6X6 - 10/10 WWF OVER (3) #5 CONT 1'- 0" VARIES 2'-0" #4 REBAR * * * * * * * 6" CONC. BLOCKS #4 VERTICAL REBAR AT 32" ON CENTER #4 BAR @ 32" O.C. 6 MIL VAPOR BARRIER OVER CLEAN (3) #5 CONT * * * * * * * * SCALE: 1/2" = 1'-0" #4 VERTICAL REBAR AT 32" ON CENTER 3" MIN. COV. BUILDING SECTION DETAIL METAL ROOFING 2"x4" PURLINS @24"O.C. 5/8" TREATED T-1-11 PLY. (2) 2x4 5" PVC GUTTER 3# TIES @12"OC (4) #4 BARS 1'-0" 3-NO. 5 DIA. BARS (BOTT.) NO. 3 STIRRUPS @ 9" CRS. 2-NO.5 DIA. BARS (TOP) 1 1/2" COVER. 6" THICK CONC. SLAB. NO. 4 DIA. BARS AT 8" CRS. BOTT. NO 4 DIA. BARS @ 2'-0" CRS. 6'-0" LG. (TOP) CLEAN, COMPACTED FILL,95% BOND BEAM CONTINUSE TO AT 32" ON CENTER 95% COMPACTED FILL 95% COMPACTED FILL 95% COMPACTED FILL EACH RAFTER W/#4 CON'T THRU INTO BOND BEAM No. 4 BAR STRAPPED SINGLE POUR COMPACTED, & TERMITE TREATED FILL. 95% 12" Design Engineering / CONSTRUCTION DOCUMENT FOUNDATION DETAILS PH: 340-6908759 PO Box 1872 Kingshill, VI 00851 Architectural Industrial Design and Construction M anagem ent 5-16 NGL 10" 7.5" #4 @ 10" c.c 2'-0" 20" 3'-0" 3 Risers @ 7.5" S1 #4 @ 6"c.c SCALE: 1/2" = 1'-0" STEP DETAIL C2 C1 32" 8" 16" 8" 8" 8" 8" 12" 2'-0" 3'-4" 12" 8" 8" 8" 8" 8" 32" 8" 8" 8" 8" #4 BAR. CONT'D 6 #5 BAR. @ 5" OC. #4 BAR @ 32" O.C. 3000 PSI CONCRETE #4 BAR. CONT'D #4 BAR @ 32" O.C. 6-#5 BAR. @ 5" OC. 3000 PSI CONCRETE HOOK FOR RECOMMENDED SEE CHART BELOW #3 STERRUP @12" O.C. HOOK SEE CHART FOR RECOMMENDED RECOMMENDED HOOK SEE CHART BELOW FOR #3 STERRUP @12" O.C. RECOMMENDED HOOK SEE CHART BELOW FOR #3 STERRUP @12" O.C. C2 C1 32" 8" 16" 8" 8" 8" 8" 12" 2'-0" 3'-4" 12" 8" 8" 8" 8" 8" 32" 8" 8" 8" 8" #4 BAR. CONT'D 6 #5 BAR. @ 5" OC. #4 BAR @ 32" O.C. 3000 PSI CONCRETE #4 BAR. CONT'D #4 BAR @ 32" O.C. 6-#5 BAR. @ 5" OC. 3000 PSI CONCRETE HOOK FOR RECOMMENDED SEE CHART BELOW #3 STERRUP @12" O.C. HOOK SEE CHART FOR RECOMMENDED RECOMMENDED HOOK SEE CHART BELOW FOR #3 STERRUP @12" O.C. RECOMMENDED HOOK SEE CHART BELOW FOR #3 STERRUP @12" O.C. 24" 8" 8" 8" 3'-4" 8" 24" 8" #4 BAR. CONT'D #4 BAR. CONT'D HOOK SEE CHART FOR RECOMENDED #3 STERRUP @12" O.C. 24" 8" 8" 8" 3'-4" 8" 24" 8" #4 BAR. CONT'D #4 BAR. CONT'D HOOK SEE CHART FOR RECOMENDED #3 STERRUP @12" O.C. SCALE: •" = 1'-0" C3 8" 16" 8" 32" 8" 16" 8" 8" 8" 8" 8" 32" 12" #4 BAR. CONT'D #4 BAR. CONT'D #4 BAR @ 32" O.C. 5 #5 BAR. @ 5" O.C. COLUMN DETAIL 3000 PSI CONCRETE HOOK RECOMENDED SEE CHART FOR #3 STERRUP @12" O.C. RECOMMENDED HOOK SEE CHART BELOW FOR #3 STERRUP @12" O.C. SCALE: •" = 1'-0" C3 8" 16" 8" 32" 8" 16" 8" 8" 8" 8" 8" 32" 12" #4 BAR. CONT'D #4 BAR. CONT'D #4 BAR @ 32" O.C. 5 #5 BAR. @ 5" O.C. COLUMN DETAIL 3000 PSI CONCRETE HOOK RECOMENDED SEE CHART FOR #3 STERRUP @12" O.C. RECOMMENDED HOOK SEE CHART BELOW FOR #3 STERRUP @12" O.C. 32" 32" 6" CONCRETE SLAB WITH 6X6 - 10/10 WWF OVER 3"x6" PRESSURE TREATED RAFTER @ 24" OC. 2X10 FASCIA 8" CONC. BLOCKS 9'- 0" SD SECTION DETAIL SCALE: 1/2" = 1'-0" 1151A (3) #5 CONT 3" MIN. COV. 1'- 0" VARIES 2'-0" #4 REBAR #4 BAR @ 32" O.C. @32" CRS (TYPICAL) AND REINF. WITH N0.4 DIA BARS FILLED SOLID WITH CONC. 8" CONC. BLOCKWORK GRAVEL DRAIN 1'-0" 2" MIN. 8" CONC. BLOCKS " LF SLOPE „ 4" PERF. PVC DRAIN PIPE VARIES 36" 36" RR SCALE: •" = 1'-0" #5 BARS CONT'D @ 12" OC. 1'-10" 8" 1'-10" 3#5 BAR CONT'D RETAINING WALL DETAIL #4 BAR NEG. @8" OC. VIHFA FREDERIKSTED, ST. CROIX LAGOON COM PLEX P& C DIV FOR MAINTENANCE ACCESS 24" X24" CISTERN Nam e: CALVIN RICHARDS Signature: Date: License No. 2-6266-1L R O P F E S S I O N A L D E S I G N E R S D R A H R I C N V I A L C I L E C S N E U. S. V. I. LIC.# 2-6266-1L EQUATION: sqft x depth x 7.5 CISTERN INTERIOR DEMENTIONS CAPASITY 1500 GAL. "=1'-0" 2 1 SC. 234.78 sqft 230.37 x 9'-0" x 7.5=15,549.97 gal WITH SCREEN 2-4" OVERFLOW 9'-6" Depth CALVIN RICHARDS " = 1'- 0" 4 1 SCALE: 6" TO PUMP WATER LEVEL 6" 2-4" PVC INLET 11" 5" 8'- 0" 6'- 4" 3"* PVC 5" 8" IN 12" 5" @ 24" O.C. #4 DOWELS #4@ 16" O.C. #3@ 8" O.C. BW 8" 6'- 0" OUT 5" WATER LEVEL 4" DIA. 8" BLKS 8" PVC OUT 4" DIA M.H. M.H. 4"* PVC OUT M.H. M.H. 3"* PVC IN SEPTIC TANK PLAN VIEW SEPTIC TANK DETAIL 4'-0" 4'-0" 12" #3@ 8" o.c. 12" 2" COATS THEROSEAL (TYP.) 4 # 5 REBARS CONT #4TIES @24" O.C. No 4 DOWELS 12" OC. STOP CONT. VINYL WATER 2"x4" KEY WITH 2'-0" 1'- 0" 1 1/2" COVER. 4" 2'-0" 4" 1'-3" 2'- 3" PLASTER •" CEMENT CC 6" THICK CONC. SLAB. 3-NO. 5 DIA. BARS (BOTT.) NO. 3 STIRRUPS @ 9" CRS. 2-NO.5 DIA. BARS (TOP) NO 4 DIA. BARS @ 2'-0" CRS. 6'-0" LG. (TOP) LIFT HOOK Its acceptance constitutes an agreement that it shall be treated as confidential material, that it shall be returned upon request, and that the contents thereof shall not be disclosed, reproduced, or copied except by written permission of This document is the property of DESIGN ENGINEERING. DESIGN ENGINEERING DRAWN BY DATE DATE CHECKED BY REVISION SHEET NUMBER PLAN NUMBER COVER TILE FINISH PH: 340-6908759 Architectural/Industrial sign and Construction M anagerm ent PO Box 1872 Kingshill, VI 00851 DESIGN ENGINEERING No.4 BARS @ 12" OC. Horizantal and Vertical No.4 BARS @ 12" OC. Horizantal and Vertical DRAINFIELD DETAIL BACK FILL H-10 HIGH CAP INFILTRATION CHAMBER PROMOTE VEGETATION EXCESS BACK-FILL ALLOW FOR SETTLING NOTE:INFILTRATOR CHAMBERS DO NOT REQUIRE WITH INFILTRTOR CHAMBER SYSTEMS. THE ENTIRE AREA (A) AT THE BOTTOM OF THE TRENCH IS UNOBSTRUCTED BY STONE WHICH MEANS TOTAL INFILTRATIVE EFFECTIVENESS A INFILTRATOR CHAMBER SYSTEMS NATIVE SOIL 36" 34" 16" 12" NOTE: (4) 1500 gal. PRE-CAST CONCRETE SEPTIC TANKS No.4 BARS @ 8" OC. BW 8'- 0" WATER LEVEL 6-16 CONSTRUCTION DOCUMENT CISTERN DETAIL SCALE: 1/4" = 1'-0" CISTERN TOP VIEW CISTERN CAP. 16,728.91 GAL 2'-0"6" 6"2'- 0" COMPACT FILL 11'- 6" 20'-5" 1151A 2'-0" 8'-0" 2'- 0" 4'- 0" 8" 8" 2'- 4" 2'-8" 8" 2'-0" VIHFA FREDERIKSTED, ST. CROIX LAGOON COM PLEX P& C DIV Date: Nam e: CALVIN RICHARDS Signature: License No. 2-6266-1L R O P F E S S I O N A L D E S I G N E R S D R A H R I C N V I A L C I L E C S N E U. S. V. I. LIC.# 2-6266-1L BASE REMARKS FINISH SCHEDULE FLOOR ROOM MASTER BEDROOM BEDROOM #2 M BATH BATH #2 LIVING ROOM DINING KITCHEN LAUNDRY AREA PORCH NONSKID CERAMIC TILES NONSKID CERAMIC TILES NONSKID CERAMIC TILES NONSKID CERAMIC TILES NONSKID CERAMIC TILES NONSKID CERAMIC TILES NONSKID CERAMIC TILES NONSKID CERAMIC TILES NONSKID CERAMIC TILES NONE NONE NONE NONE NONE NONE NONE 1 COAT PRIMER / 2 COATS PAINT 1 COAT PRIMER / 2 COATS PAINT 1 COAT PRIMER / 2 COATS PAINT 1 COAT PRIMER / 2 COATS PAINT 1 COAT PRIMER / 2 COATS PAINT 1 COAT PRIMER / 2 COATS PAINT WALLS CERAMIC WALL TILES CERAMIC WALL TILES SEMI-GLOSS WALL PAINT ON COLOR TO BE SELECTED FROM OWNER.STANDARD. SUBMIT COLOR CHARTS. VINYL COATED WIRE SHELVING IN ALL CLOSETED. (WHITE) EQUALLY SPACED. QTY SINGLE SHELF HEIGHT AT 5'-6" A.F.F. CR TO FLOOR CR TO FLOOR DOOR AND WOOD TRIM. BEDROOM #3 NONSKID CERAMIC TILES NONE 1 COAT PRIMER / 2 COATS PAINT 1 COAT PRIMER / 2 COATS PAINT CALVIN RICHARDS " = 1'- 0" 4 1 SCALE: " = 1'- 0" 4 1 SCALE: DRAWN BY DATE DATE REVISION SHEET NUMBER PLAN NUMBER CHECKED BY VIHFA PH: 340-6908759 PO Box 1872 Kingshill, VI 00851 Design Engineering Architectural Industrial Design and Construction M anagem ent / CONSTRUCTION DOCUMENT 7-16 FLOOR PLAN Its acceptance constitutes an agreem ent that it shall be treated as confidential m aterial, that it shall be returned upon request, and that the contents thereof shall not be disclosed, reproduced, or copied except by written perm ission of DESIGN ENGINEERING This docum ent is the property of DESIGN ENGINEERING. ALL PLUMBING WORK SHALL COMPLY WITH THE 2018 IPC (INTERNATIONAL PLUMBING CODE N.E.C.AND WAPA REQUIREMENTS ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2018 AND VI CODE. ALL WORK SHALL COMPLY WITH THE 2018 IRC (INTERNATIONAL RESIDENTIAL CODE NOTE: A A A A A A A A A A A A A B B B C 1 2 2 2 4 4 5 RANGE, HOOD, MICROWAVE wc shower Bath lav 43'-2" 10'- 2" 6" 2'- 0" 6" 5'- 3" 6" 10'- 2" 8" 12'-0" 6" 14'-4" 6" 2'-1" 6" 12'-0" Master Bedroom Bedroom #3 Bedroom #2 Living Room REFRIGERATOR W/ ICEMAKER RANGE, HOOD, MICROWAVE wc shower Bath lav 43'-2" 30'- 4" 10'- 2" 6" 2'- 0" 6" 5'- 3" 6" 10'- 2" 8" 12'-0" 6" 14'-4" 6" 2'-1" 6" 12'-0" 17'- 0" Master Bedroom Bedroom #3 Bedroom #2 Living Room REFRIGERATOR W/ ICEMAKER walk-in closet Porch Kitchen 8" 12'-0" 6" 20'-5" 6" 8'-6" 8" 6" 11'- 7" 17'- 0" 6" 6'- 1" 6" 5'- 0" 30'- 4" 8'- 10" 2'- 8" 5'- 5" 2'- 8" 5'- 11" 2'- 8" 2'- 1" 6" 5'-0" 6" 3'-0" 13'- 11" 5'-8" 8'-8" 2'-7" Dining 8" 5'-11" 6" 5'-6" 43'-3" 19'-11" 10'-7" 12'-8" 3'- 6" 6'- 2" 15'-2" 15'-5" 12'-8" 10'- 2" 6" 2'- 0" 6" 5'- 3" 6" 10'- 2" 8" 4'- 8" 5'- 5" 5'- 0" 2'- 8" 2'- 9" 5'- 5" 4'- 7" 1'-4" 2'-8" 4'-10" 2'-8" 2'-1" 8'-1" 2'-3" 3'-1" 4'-5" 2'-8" 4'-10" 2'-8" 1'-6" 3'-11" 3'-0" 3'-8" 2'-8" 5'-3" 2'-8" 1'-10" 2'-8" 4'-5" 2'-8" 4'-10" 2'-8" 1'-6" 1'-9" 2" TYPICAL FOR ROOM NON-SKID CERAMIC TILES FLOOR FINISH TO BE A A 3'-0" 6" 8'-6" 5 wc shower Bath lav wc Bath lav AA BB SQUARE FEET Areas TOTAL BUILDING AREA SQUARE FEET 1,333 LIVING 1,333 A 14-16 14-16 SCALE: 1/4" = 1'-0" FLOOR PLAN 1151A 9'-3" 2'-7" 2'- 6" 4'- 0" 1'- 3" WASHER DRYER E2 E1 E3 E3 E4 SINK CAULKED AT THE BACKSPLASH) (COUNTERTOP TO BE DOUBLE BY OWNER FORMIKA COLOR TO BE COUNTER TOP FIN. TO BE 36" CORNER BASE W/ LAZY SUSON BASE CABINET DOOR TO BE DONE TO ALLOW FOR EASY ACCESS TO THE CORNER SPACE 110, steel,6-way adjustable hinges. Hardware 1/8" painted hardboard. Backs Dowel pin and euro assembly screws. Construction Self closing, 100lb. rated, epoxy coating, capted, capture one side, bottom mount. Drawer Side Dowel pin constructed 1/8" hardboard bottom. 5/8" termite resistant plywood with white high perssure laminate faces. Drawer Box Steel pin with plastic saddle. Shelf Pin TYPICAL for Doors, Sides, top, Bottoms and Shelves. 5/8" termite resistant plywood with white high perssure laminate faces. High Pressure Laminated (HPL) on Plywood. MATERIALS SPECIFICATIONS - STANDARD CABINET HEATER PUMP PUMP RM. EITHER SIDE TO ANCHOR TANK PROPAINE TANK WITH 2 EYE BOLT ON E1 2 2 8-16 8-16 8-16 11'-3" 2'-0" 7'-2' 5'- 11" 2'- 2" 8-16 8-16 11'- 6" 6" 6'- 5" 6" 10'- 2" 8-16 SLOPE OF A MINIMUM OF 1/8" PER FOOT AND SLOPE OF A MINIMUM OF 1/8" PER FOOT AND VIHFA FREDERIKSTED, ST. CROIX LAGOON COM PLEX P& C DIV Date: Nam e: CALVIN RICHARDS Signature: License No. 2-6266-1L R O P F E S S I O N A L D E S I G N E R S D R A H R I C N V I A L C I L E C S N E U. S. V. I. LIC.# 2-6266-1L 7'-0" A.F.F. TILE UP TO LAV VSB27 FF FF 25"x42" MIRROR TUB OPTION ONLY A.F.F. WITH STEEL TILE UP TO 7'-0" WC FF FF DBL SNK DR DR RANGE DR DR DR DR 39" REF LOCATION DR DR DR CALVIN RICHARDS " = 1'- 0" 4 1 SCALE: " = 1'- 0" 4 1 SCALE: DRAWN BY DATE DATE REVISION SHEET NUMBER PLAN NUMBER CHECKED BY VIHFA PH: 340-6908759 PO Box 1872 Kingshill, VI 00851 Design Engineering Architectural Industrial Design and Construction M anagem ent / CONSTRUCTION DOCUMENT 8-16 Its acceptance constitutes an agreem ent that it shall be treated as confidential m aterial, that it shall be returned upon request, and that the contents thereof shall not be disclosed, reproduced, or copied except by written perm ission of DESIGN ENGINEERING This docum ent is the property of DESIGN ENGINEERING. ALL PLUMBING WORK SHALL COMPLY WITH THE 2018 IPC (INTERNATIONAL PLUMBING CODE N.E.C.AND WAPA REQUIREMENTS ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2018 AND VI CODE. ALL WORK SHALL COMPLY WITH THE 2018 IRC (INTERNATIONAL RESIDENTIAL CODE NOTE: LAUNDRY ELEV. SCALE: 1/2" = 1'-0" WASHER DRYER E3 SHOWER SCALE: 1/2" = 1'-0" E1 SCALE: 1/2" = 1'-0" E2 SCALE: 1/2" = 1'-0" E4 SCALE: 1/2" = 1'-0" E5 INT. ELEV KITCHEN ELEV. KITCHEN ELEV. SHOWER. ELEV. 7'- 0" 30" 18" 36" INTERIOR ELEVATION 1151A 30" 18" 36" CHARCOAL\FILTER EXH. HOOD IN PLAS. LAM FINISH WALL CABINET OVEN RANGE VIHFA FREDERIKSTED, ST. CROIX LAGOON COM PLEX P& C DIV Date: Nam e: CALVIN RICHARDS Signature: License No. 2-6266-1L R O P F E S S I O N A L D E S I G N E R S D R A H R I C N V I A L C I L E C S N E U. S. V. I. LIC.# 2-6266-1L AIR TANK WATER PUMP BLOCK VALVE DRAIN VAL. SC= N.T.S. Detail WP FILTER BYPASS BLOCK VALVE FILTER SYSTEM 1 SET IN SERIES HOT WATER SUPPLY TO DRAIN VAL. PSV FROM SOLAR PANELS COLD WATER SUPPLY TO SOLAR WATER PANELS HOUSE & HOUSE WATER HEATER BLOCK VALVE BLOCK VALVE SEE DETAIL A-1 FOR TOP VIEW A-1 BLOCK VALVE PRESSURE GAUGE WATER SUPPLY LINE FROM CISTERN SC= N.T.S. WATER FILTER WATER FILTER BLOCK VALVE BLOCK VALVE BLOCK VALVE BLOCK VALVE BLOCK VALVE BLOCK VALVE DETAIL A-1 DESCRIPTION SYMBOL SCHEDULE SYMBOL HOT WATER LINE COLD WATER LINE CLEANOUT HOSE BIB SANITARY SEWER VENTING scale: 14=1'-0" PLUMBING PLAN REMARKS CALVIN RICHARDS " = 1'- 0" 4 1 SCALE: " = 1'- 0" 4 1 SCALE: DRAWN BY DATE DATE REVISION SHEET NUMBER PLAN NUMBER CHECKED BY VIHFA PH: 340-6908759 PO Box 1872 Kingshill, VI 00851 Design Engineering Architectural Industrial Design and Construction M anagem ent / CONSTRUCTION DOCUMENT 9-16 PLUMBING PLAN Its acceptance constitutes an agreem ent that it shall be treated as confidential m aterial, that it shall be returned upon request, and that the contents thereof shall not be disclosed, reproduced, or copied except by written perm ission of DESIGN ENGINEERING This docum ent is the property of DESIGN ENGINEERING. 3 3" AFFECTING THE PLUMBING WORK. AFTER ACCEPTANCE OF WORK. SUPPLY. CPVC80 HOT SUPPLY. PVC 40 WAIST, ASTM D-2462 (THREADED) AND ASTM D-2467(SOLVENT COMET SOCKET) TYPES. PIPE AND FITTINGS SHALL BE RATED MINIMUM 400 PSI AT 73 DEGREES F. AND 100 PSI AT 180 DEGREED F. HOT SUPPLY, PVC40 WAIST, 7 THREADED BALL VALVE, RG SLOANE FIGURE 910882. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL (SBCCI) CONTRACTOR TO COORDINATE TESTS WITH LOCAL OFFICIALS. PLUMBING NOTE SPECIFICATIONS 3. INTERIOR DOMESTIC WATER PIPING AND FITTINGS SHALL BE: PVC80 COLD 2. ALL WORK SHALL BE GUARANTEED TO BE FREE FROM DEFECTS FOR ONE YEAR 1. CONTRACTOR SHALL EXAMINE SITE TO DETERMINE THE CONDITIONS 4. ALL DOMESTIC WATER VALVES SHALL BE PVC80 COLD SUPPY.CPVC80 5. INSULATION SHALL BE 1"- FIBERGLASS OR ARMOR FLEX ON DOMESTIC HOT WATER PIPING. 6. SANITARY SEWER PIPING SHALL BE SCHEDULE 40 PVC. 7. PROVIDE ALL SUPPORTS FOR PIPING AND FIXTURES. 8. THE PLUMBING SYSTEM SHALL. BE TESTED IN ACCORDANCE WITH THE 9. DO NOT SCALE DRAWING 10. ALL LAYOUTS SHOWN ARE SCHEMATIC 11. ALL PLUMBING TO CONFORM TO THE NATIONAL 12. CONTRACTOR TO VERIFY ALL PLUMBING FIXTURE EXACT LOCATION TO BE VERIFIED ON THE JOB SITE AND V.I. CODES AND STANDARDS. TYPES WITH OWNER. FIXTURE TYPE FIXTURE SYMBOL FIXTURE UNIT VALUE PROTOTYPE NAME AND NUMBER CONNECTION SIZE DRAINAGE WATER SUPPLY BASIC FIXT SEAT FAUCET FLUSH VALVE SOIL VENT CW HW TW WATER CLOSET TANK TYPE FLMTP LAVATORY VANITY TYPE BATHTUB W/SHOWER KITCHEN SINK WASHING MACH. AMERICAN STANDARD 2138.012 AMERICAN STANDARD 0475.020 ELKAY LR-3322 DOUBLE COMPACT 4 HOLE FURNISHED BY OWNER OLSONITE 334 CLOSED FRONT AMERICAN STANDARD 2248,615 ELKAY LKA-2446 W/HOSE SPRAY WATTS DUO-CLOZ W.C. LAV BA KS WASH HB 1 1 2 2 2 2 2 3 2" 2" •" 1•" 1•" 1•" •" •" •" •" •" •" •" •" •" 2" 2" 2" 2" HOSE BIB 2 2 Bedroom #2 SINK LAV W.C. SHOWER 12" ARL 2" VENT 12" ARL 2" VENT plumbing iso. Master Bedroom Bedroom #3 Living Room Porch Master Bedroom Bedroom #3 Porch VENT 2" DIA. PVC 3" CLEAN OUT HOSE BIB RANGE, HOOD, MICROWAVE REFRIGERATOR W/ ICEMAKER RANGE, HOOD, MICROWAVE Dining REFRIGERATOR W/ ICEMAKER Kitchen EITHER SIDE TO ANCHOR TANK PROPAINE TANK WITH 2 EYE BOLT ON ALL PLUMBING WORK SHALL COMPLY WITH THE 2018 IPC (INTERNATIONAL PLUMBING CODE N.E.C.AND WAPA REQUIREMENTS ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2018 AND VI CODE. ALL WORK SHALL COMPLY WITH THE 2018 IRC (INTERNATIONAL RESIDENTIAL CODE NOTE: walk-in closet wc shower Bath lav wc Bath lav 3" CLEAN OUT 3" CLEAN OUT H C W.C. SHOWER 3" CLEAN OUT LAV WASHER 12" ARL 2" VENT 3" CLEAN OUT 3" CLEAN OUT 4" DIA PVC TO EXISTING SEWER 4" PVC TO EXISTING SEWER LINE 4" PVC TO EXISTING SEWER LINE 1151A FOR GAS LINE TO RANGE 3/4" PVC SLEEVE VIHFA FREDERIKSTED, ST. CROIX LAGOON COM PLEX P& C DIV Date: Nam e: CALVIN RICHARDS Signature: Nam e: CALVIN RICHARDS Nam e: CALVIN RICHARDS License No. 2-6266-1L ELECTRICAL GENERAL NOTES CONDUCTOR TYPE THHN WITH SIZE AS INDICATED ON THE DRAWINGS. ALL EXTERIOR POWER AND LIGHTING WIRING SHALL BE TYPE THWN WITH SIZE AS INDICATED ON THE DRAWINGS. MINIMUM WIRE SIZE SHALL BE #12 UNLESS OTHERWISE NOTED. 5. PULL BOXES SHALL BE FURNISHED & INSTALLED WHERE NECESSARY IN THE CONDUIT SYSTEM TO FACILITATE CONDUCTOR INSTALLATION. CONDUIT RUNS LONGER THAN 100 FEET OR WITH MORE THAN THREE CONVENIENT INTERMEDIATE LOCATION. 90 DEGREE BENDS SHALL HAVE A PULL BOX INSTALLED AT A 4. ALL WIRING FOR INDOOR POWER AND LIGHTING SHALL BE SINGLE 3. PROVIDE A SEPERATE CIRCUIT FOR MICROWAVE OVEN. WAPA REQUIREMENTS. 1. ALL WORK SHALL COMPLY WITH THE VIRGIN ISLAND 2017 N.E.C. CODE AND 2. ALL KITCHEN PLUGS TO BE ON GFI CIRCUIT. 7. PROVIDE TELEPHONE OUTLETS AT THE LOCATIONS INDICATED ON THE 8. PROVIDE PANEL SCHEDULE TO CONFORM WITH THIS A MONITORED BATTERY POWER SOURCE SHALL BE PERMITTED IN INTO AN AC ELECTRICAL SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP IN ALL NEW CONSTRUCTION. EXISTING CONSTRUCTION. DRAWINGS. 6. ALL DIMENSION AND CONDUIT ROUTING SHALL BE FIELD VERIFIED PRIOR TO INSTALLATION OF EQUIPMENT. 9. IN ACCORDANCE WITH NEC, SMOKE DETECTORS SHALL BE HARDWIRIED PLAN. R O P F E S S I O N A L D E S I G N E R S D R A H R I C N V I A L C I L E C S N E U. S. V. I. LIC.# 2-6266-1L 3 CALVIN RICHARDS " = 1'- 0" 4 1 SCALE: " = 1'- 0" 4 1 SCALE: DRAWN BY DATE DATE REVISION SHEET NUMBER PLAN NUMBER CHECKED BY VIHFA PH: 340-6908759 PO Box 1872 Kingshill, VI 00851 Design Engineering Architectural Industrial Design and Construction M anagem ent / CONSTRUCTION DOCUMENT Its acceptance constitutes an agreem ent that it shall be treated as confidential m aterial, that it shall be returned upon request, and that the contents thereof shall not be disclosed, reproduced, or copied except by written perm ission of DESIGN ENGINEERING This docum ent is the property of DESIGN ENGINEERING. ELECTRICAL PLAN MOTION DETECTOR F.L. GROUND FAULT INTERRUPTER DIMMER SWITCH THREE-WAY SWITCH LIGHT SWITCH WEATHER PROOF JUNCTION BOX S S D S 3 WP GFCI J CHANDELIER OR HANGING LT. ELEC PNL ELECTRICAL LEGEND FOUR-WAY SWITCH S4 LAMP, CEILING MOUNTED LAMP, CEILING MOUNTED, RECESSED LAMP, WALL MOUNTED, 7'0" A.F.F. JUNCTION BREAKER, 220 VOLT LAMP, LOW VOLTAGE, LANDSCAPE LAMP, CEILING MOUNTED, FLUORESCENT FAN, CEILING MOUNTED FAN, CEILING MOUNTED, W/ LAMP SMOKE DETECTOR, 110 VOLT, INTER-CONNECTED OUTLET, 110 VOLT, DUPLEX, 18" A.F.F. W.P. OUTLET, 110 VOLT, DUPLEX, 18" A.F.F., WEATHERPROOF OUTLET, 220 VOLT, SINGLE DESCRIPTION WALL SWITCHES SMOKE DETECTOR TYPICAL MOUNTING HIGHTS RECEPTICLE OUTLETS (GENERAL) RECEPTACLE OUTLET (KITCHEN UTILITY ROOM) TELEPHONE OUTLETS 48" 18" 42" OR 6" ABOVE COUNTERTOP 18" 12" BELOW CEILING ABOVE FIN. FLOOR ATS AUTOMATIC TRANSFER SWITCH OUTLET, TELEPHONE/COMPUTER-MODEM OUTLET, T.V., CABLEVISION LAMP, SOFFIT MOUNTED, DOUBLE FLOOD EXAUST FAN 1 9 17 15 13 7 5 3 CKT BKR BKR WIRE A N B WIRE 20A CIRCUIT DESCRIPTION 11 20A 20A 21 25 23 20A 19 27 29 20A 20A 20A 20A 2 14 22 18 16 8 12 10 6 4 26 20 24 28 31 30 32 20A 3#12 3#12 3#12 3#12 3#12 3#12 3#12 3#12 3#12 CIRCUIT DESCRIPTION CLOTHES DRYER 33 35 37 39 34 36 38 40 20A 20A 3#12 3#12 20A 3#12 20A 3#12 20A 3#12 3#12 3#12 3#12 20A 20A 20A 3#12 3#12 3#12 3#12 3#12 3#12 20A 20A 20A 20A 20A 20A SPARE 3#12 20A 20A 20A 3#12 3#12 SPARE SPARE SPARE SPARE SPARE 20A 20A 3#12 3#12 PANEL "A" REFRIGERATOR 3#12 20A LIGHTS MBR 3#6 50A 3#12 3#12 20A 20A MASTER BATH OUTLET KITCHEN OUTLET OUTLET KITCHEN OUTLET BEDROOM OUTLET MASTER BDR CKT LUGS ONLY ___ AMP MOUNTING: SURFACE FLUSH MAIN: ENCLOSURE TYPE: BOTTOM TOP ISOLATED NEUTRAL: NO YES VOLTAGE BUS: GROUND SEPARATE BUS MATERIAL: NO YES 120/208V, 1 PHASE, 3 WIRE MAIN BREAKER 100A ALL GROUNDING SHALL COMPLY WITH NATIONAL ELEC. CODES. GROUNDING NOTE AND LOCAL BUILDING CODES. 110 VOLT, INTER-CONNECTED EACH BEDROOM & COMMON AREA. SMOKE DETECTORS ARE TO BE IN BEHIND UNIT, 6" ABOVE FLOOR FIN. FLOOR 10. DISHWASHER RECEPTACLE IS WALL MOUNTED 11. RANGE AND OVEN OUTLET BOXES SHALL BE WALL MOUNTED 36" AFF 13. OUTLETS IN BEDROOM TO BE ARC FAULT 14. OUTLETS IN BATHROOM, KITCHEN, AND OUTSIDE OF BUILDING TO BE (GFI) UNDER GROUND SERVICE LOAD CENTER GROUND TO 5/8"x20'-0" REBAR EMBEDDED IN FOUNDATION #4 COPPER 6'- 0" 100 AMP CONDUIT CAP RIGID GALV. SERVICE ENTRANCE 2" RIGID GALV. TELEPHONE CABLE TV 6'-0" APART 2'-0" MIN BELOW GRADE WELD GROUND "x8" COPPER 8 5 (2) APART A 100 IN 2" CONDUIT & 1 #6 THW 3#2 THW CONDUIT TERMINAL W/2" TELEPHONE CONDUIT TERMINAL W/1 1/2" CABLE TV METER SPARE ELECTRICAL PANEL Living Room Living Room 3 24 23 23 24 24 ARC ARC ARC ARC ARC ARC ARC ARC ARC ARC ARC ARC ARC ARC ARC ARC ARC ARC WP WP WP BLIND CONDUIT BLIND CONDUIT 1 1 1 1 1 1 6 7 9 12 8+10 17 17 17 17 17 19 20 20 20 20 20 20 21 23 22 22 22 23 24 25 25 25 25 26 KITCHEN OUTLET RANGE LIGHT WATER HEATER CLOTHES WASHER LIVING ROOM OUTLETS DINING ROOM OUTLETS BATH OUTLET LIGHTS SMOKE DETECTOR RANGE MICROWAVE OVEN WATER PUMP OUTLET BEDROOM LIGHTS FLOOD LIGHTS SPARE SPARE SPARE SPARE 3#10 30A 3#12 20A 30A 3#10 20A 20A 3#12 3#12 SPARE SPARE SPARE TO WAPA 3-#2 THHN 3 # 2 THHN 1 # 6 GR 2" PVC WITH ELEC LOCATED IN LIVING ROOM 26 4 5 4 5 3 3 3 3 3 3 17 ALL PLUMBING WORK SHALL COMPLY WITH THE 2018 IPC (INTERNATIONAL PLUMBING CODE N.E.C.AND WAPA REQUIREMENTS ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2018 AND VI CODE. ALL WORK SHALL COMPLY WITH THE 2018 IRC (INTERNATIONAL RESIDENTIAL CODE NOTE: 24 11+13 14 3 3 2 19 19 16+18 15 24 10-16 3 PNL "A" 25 9 8+10 ELECTRICAL PLAN SCALE: 1/4" = 1'-0" 1151A VIHFA FREDERIKSTED, ST. CROIX LAGOON COM PLEX P& C DIV Date: Nam e: CALVIN RICHARDS Signature: License No. 2-6266-1L Date: Nam e: CALVIN RICHARDS Signature: License No. 2-6266-1L R O P F E S S I O N A L D E S I G N E R S D R A H R I C N V I A L C I L E C S N E U. S. V. I. LIC.# 2-6266-1L 1'-0" 12" R1 (2) 2X4 RIDGE CAP PURLING 5/8" TREATED T-1-11 PLY. (NTS) R2 "=1'-0" 2 1 scale: TYPICAL VALLEY DETAIL R3 SECOURED TO RAFTER LS70 SIMPSON STRONG TIE (LS SKEWABLE ANGLE) 30# FELT WITH 3" OVERLAPPING 30# FELT WITH 3" OVERLAPPING METAL ROOFING 2"x4" PURLING @2'-0" OC. NTS 6-1/2" NUT & BOLT W/WASHERS ‚" THICK STEEL PLATE BRACING 3"x12" RIDGE G.I. STEEL STRAP 36" LONG SIMPSON 1212L LS STRAP TIE 3"x10" HIP METAL ROOFING 5/8" TREATED T-1-11 PLY. (2) 2x4 3# TIES @12"OC (4) #4 BARS NTS FRAMING DETAIL RIDGE DETAIL Sheating 2"x4" Purlins @ 24" c.c 3"x8" Ridge Board EACH RAFTER W/#4 CON'T THRU INTO BOND BEAM No. 4 BAR STRAPPED SINGLE POUR FLASHING " T1-11 PLYWOOD 8 5 DOUBLE PURLINS (2-2"x4") HIP CONNECTION DETAIL 5" METAL GUTTER 2"x4" PURLINS @24"O.C. 3"x6" PRESSURE TREATED RAFTER @ 24" OC. 2X10 FASCIA 3"x6" PRESSURE TREATED RAFTER @ 24" OC. 3X8 RIDGE BEAM 3"x6" Rafters @ 24" o.c CALVIN RICHARDS " = 1'- 0" 4 1 SCALE: " = 1'- 0" 4 1 SCALE: DRAWN BY DATE DATE REVISION SHEET NUMBER PLAN NUMBER CHECKED BY VIHFA PH: 340-6908759 PO Box 1872 Kingshill, VI 00851 Design Engineering Architectural Industrial Design and Construction M anagem ent / CONSTRUCTION DOCUMENT ROOF FRAMING PLAN 1'-0" 12" R1 (2) 2X4 RIDGE CAP PURLING 5/8" TREATED T-1-11 PLY. (NTS) R2 "=1'-0" 2 1 scale: TYPICAL VALLEY DETAIL R3 SECOURED TO RAFTER LS70 SIMPSON STRONG TIE (LS SKEWABLE ANGLE) 30# FELT WITH 3" OVERLAPPING 30# FELT WITH 3" OVERLAPPING METAL ROOFING 2"x4" PURLING @2'-0" OC. NTS 6-1/2" NUT & BOLT W/WASHERS ‚" THICK STEEL PLATE BRACING 3"x12" RIDGE G.I. STEEL STRAP 36" LONG SIMPSON 1212L LS STRAP TIE 3"x10" HIP METAL ROOFING 5/8" TREATED T-1-11 PLY. (2) 2x4 3# TIES @12"OC (4) #4 BARS NTS FRAMING DETAIL RIDGE DETAIL Sheating 2"x4" Purlins @ 24" c.c 3"x10" Ridge Board EACH RAFTER W/#4 CON'T THRU INTO BOND BEAM No. 4 BAR STRAPPED SINGLE POUR FLASHING " T1-11 PLYWOOD 8 5 DOUBLE PURLINS (2-2"x4") HIP CONNECTION DETAIL 5" METAL GUTTER 2"x4" PURLINS @24"O.C. 3"x8" PRESSURE TREATED RAFTER @ 24" OC. 2X10 FASCIA 3"x8" PRESSURE TREATED RAFTER @ 24" OC. 3"x8" Rafters @ 24" o.c CALVIN RICHARDS " = 1'- 0" 4 1 SCALE: " = 1'- 0" 4 1 SCALE: DRAWN BY DATE DATE REVISION SHEET NUMBER PLAN NUMBER CHECKED BY VIHFA PH: 340-6908759 PO Box 1872 Kingshill, VI 00851 Design Engineering Architectural Industrial Design and Construction M anagem ent / CONSTRUCTION DOCUMENT 11-16 ROOF FRAMING PLAN Its acceptance constitutes an agreem ent that it shall be treated as confidential m aterial, that it shall be returned upon request, and that the contents thereof shall not be disclosed, reproduced, or copied except by written perm ission of DESIGN ENGINEERING This docum ent is the property of DESIGN ENGINEERING. Its acceptance constitutes an agreem ent that it shall be treated as confidential m aterial, that it shall be returned upon request, and that the contents thereof shall not be disclosed, reproduced, or copied except by written perm ission of DESIGN ENGINEERING This docum ent is the property of DESIGN ENGINEERING. scale: 14=1'-0" ROOF FRAMING PLAN SUFFICIENTLY TO HOLD IT IN PLACE. LAP 3" HORIZONTAL AND 6" VERTICAL, MINIUM. 4. LAY FELT PARELLEL TO THE EAVES WITH A TWO INCH END LAP NAILED GABLES, AND HIPS 8" OC. ELSEWHERE. 3. ROOTING TO PURLINGS, #14 SCREWS, 2“LONG @4" OC. @ RIDGE, EAVE, 3•" MAY BE USED EACH RAFTER, OPTIONALLY, WHERE SHEETING IS ƒ" OR LESS #14 SCREWS, 2. PURLING TO RAFTERS, 10" SCREWS 4" LONG 12" PER PURLIN OVER SHEETING ISƒ" OR LESS. AND 12" OC INTERIOR OF PLYWOOD SHEETING, #7 SCREWS, 2" WHERE 1. SHEATING TO RAFTERS #7 SCREWS, 2‚" @6" OC. OUTSIDE EDGES, NOTE: FASCIA TO BE 2"x12" PT COMMON RAFTERS TO BE 3"x8" PT @32" ON CENTER MAX. 5. HIP, VALLEY AND RIDGE RAFTERS TO BE 3"x12" PRESSURE TREATED NEOPRENE GASKET UNDERNEATH WITH ROOFING SCREW. BLOCK #14 x2" SELF TAPPIMG NEOPRENE GASKET UNDERNEATH WITH ROOFING SCREW. BLOCK #14 x3/4" SELF TAPPIMG †" TREATED PLY. INTO PURLIN TOP OF CONNECTION GALV. JOINTS@ 6" OC. OVERLAP OF #30 FILT 6" CORRUGATION OVERLAP 3"x6" TREATED RAFTER @ 24" OC. scale: 14=1'-0" ROOF FRAMING PLAN SUFFICIENTLY TO HOLD IT IN PLACE. LAP 3" HORIZONTAL AND 6" VERTICAL, MINIUM. 4. LAY FELT PARELLEL TO THE EAVES WITH A TWO INCH END LAP NAILED GABLES, AND HIPS 8" OC. ELSEWHERE. 3. ROOTING TO PURLINGS, #14 SCREWS, 2“LONG @4" OC. @ RIDGE, EAVE, 3•" MAY BE USED EACH RAFTER, OPTIONALLY, WHERE SHEETING IS ƒ" OR LESS #14 SCREWS, 2. PURLING TO RAFTERS, 10" SCREWS 4" LONG 12" PER PURLIN OVER SHEETING ISƒ" OR LESS. AND 12" OC INTERIOR OF PLYWOOD SHEETING, #7 SCREWS, 2" WHERE 1. SHEATING TO RAFTERS #7 SCREWS, 2‚" @6" OC. OUTSIDE EDGES, NOTE: 5. HIP, VALLEY AND RIDGE RAFTERS TO BE 3"x12" PRESSURE TREATED NEOPRENE GASKET UNDERNEATH WITH ROOFING SCREW. BLOCK #14 x2" SELF TAPPIMG NEOPRENE GASKET UNDERNEATH WITH ROOFING SCREW. BLOCK #14 x3/4" SELF TAPPIMG †" TREATED PLY. INTO PURLIN TOP OF CONNECTION GALV. JOINTS@ 6" OC. OVERLAP OF #30 FILT 6" CORRUGATION OVERLAP 3"x8" TREATED RAFTER @ 24" OC. 43'-2" 21'-5" 9'-1" 12'-8" 3" DIA. PVC DOWNSPOUT 3" DIA. PVC DOWNSPOUT 3" DIA. PVC DOWNSPOUT 3" DIA. PVC DOWNSPOUT 3" DIA. PVC DOWNSPOUT ALL PLUMBING WORK SHALL COMPLY WITH THE 2018 IPC (INTERNATIONAL PLUMBING CODE N.E.C.AND WAPA REQUIREMENTS ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2018 AND VI CODE. ALL WORK SHALL COMPLY WITH THE 2018 IRC (INTERNATIONAL RESIDENTIAL CODE NOTE: 24" 24" 24" 24' 17" 17" 24" 26" 26" 24" 17" 17" 24" 24" 1151A 3X10 RIDGE BEAM COMMON RAFTERS TO BE 3"x8" PT @24" ON CENTER MAX. FASCIA TO BE 2"x10" PT 1'-0" 2"x10" FASCIA (TYP.) 5" PVC GUTTERING 3" PVC DOWNSPOUT VIHFA FREDERIKSTED, ST. CROIX LAGOON COM PLEX P& C DIV Date: Nam e: CALVIN RICHARDS Signature: License No. 2-6266-1L SCALE: 1/4" = 1'-0" FRONT ELEVATION R O P F E S S I O N A L D E S I G N E R S D R A H R I C N V I A L C I L E C S N E U. S. V. I. LIC.# 2-6266-1L SCALE: 1/4" = 1'-0" LEFT ELEVATION 40" 4" SPHARE CANNOT PASS THROUGH SCALE: 1/2" = 1'-0" RAILING 2"X4" TOP FRAME (PT) 2"X4" BOTTOM FRAME (PT) 2"X2" BALLISTER TYP. 40" 4" SPHARE CANNOT PASS THROUGH SCALE: 1/2" = 1'-0" RAILING 2"X4" TOP FRAME (PT) 2"X4" BOTTOM FRAME (PT) 2"X2" BALLISTER TYP. 8'- 10" 2"x10" FASCIA (TYP.) 5" PVC GUTTERING 3" PVC DOWNSPOUT (at a minimum of 6 inches for the first 10 feet). of the Foundation should slope away The soil around the perimeter 1'-0" 1'-0" 4'- 0" 2'- 8" 1'-0" 1'- 4" 5'- 2" 9'- 0" Fin. Flr. Elev. 0'-0" top of beam elev. 9'-0" 2'-0" R bottom of ridge 14'-2" SOLAR WATER LOCATION FOR HEATING PANEL 9'- 0" 1'- 6" 18" (at a minimum of 6 inches for the first 10 feet). 12 4 of the Foundation should slope away The soil around the perimeter 5'- 2" 9'- 0" Fin. Flr. Elev. 0'-0" bottom of ridge 14'-2" top of beam elev. 9'-0" F.F.E. SLOPE OF A MINIMUM OF 1/8" PER FOOT AND SLOPE OF A MINIMUM OF 1/8" PER FOOT AND METAL ROOF 1'- 6" 9'- 4" CALVIN RICHARDS " = 1'- 0" 4 1 SCALE: " = 1'- 0" 4 1 SCALE: DRAWN BY DATE DATE REVISION SHEET NUMBER PLAN NUMBER CHECKED BY VIHFA PH: 340-6908759 PO Box 1872 Kingshill, VI 00851 Design Engineering Architectural Industrial Design and Construction M anagem ent / CONSTRUCTION DOCUMENT 12-16 Its acceptance constitutes an agreem ent that it shall be treated as confidential m aterial, that it shall be returned upon request, and that the contents thereof shall not be disclosed, reproduced, or copied except by written perm ission of DESIGN ENGINEERING This docum ent is the property of DESIGN ENGINEERING. ALL PLUMBING WORK SHALL COMPLY WITH THE 2018 IPC (INTERNATIONAL PLUMBING CODE N.E.C.AND WAPA REQUIREMENTS ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2018 AND VI CODE. ALL WORK SHALL COMPLY WITH THE 2018 IRC (INTERNATIONAL RESIDENTIAL CODE NOTE: FRONT /LEFT ELEVATION 1151A FINISH 1/2" CEMENT PLASTER FINISH 1/2" CEMENT PLASTER WOOD RAILING 2'- 2" 4'- 0" 2'- 8" 7'- 0" EGRESS WINDOW 1'-0" 2"x12" FASCIA (TYP.) 5" PVC GUTTERING 3" PVC DOWNSPOUT VIHFA FREDERIKSTED, ST. CROIX LAGOON COM PLEX P& C DIV Nam e: CALVIN RICHARDS Date: Signature: License No. 2-6266-1L RIGHT ELEVATION SCALE: 1/4" = 1'-0" R O P F E S S I O N A L D E S I G N E R S D R A H R I C N V I A L C I L E C S N E U. S. V. I. LIC.# 2-6266-1L CALVIN RICHARDS " = 1'- 0" 4 1 SCALE: " = 1'- 0" 4 1 SCALE: DRAWN BY DATE DATE REVISION SHEET NUMBER PLAN NUMBER CHECKED BY VIHFA PH: 340-6908759 PO Box 1872 Kingshill, VI 00851 Design Engineering Architectural Industrial Design and Construction M anagem ent / CONSTRUCTION DOCUMENT ELECTRICAL PLAN Its acceptance constitutes an agreem ent that it shall be treated as confidential m aterial, that it shall be returned upon request, and that the contents thereof shall not be disclosed, reproduced, or copied except by written perm ission of DESIGN ENGINEERING This docum ent is the property of DESIGN ENGINEERING. Fin. Flr. Elev. 0'-0" F.F.E. SCALE: 1/4" = 1'-0" REAR ELEVATION 40" 4" SPHARE CANNOT PASS THROUGH SCALE: 1/2" = 1'-0" RAILING 2"X4" TOP FRAME (PT) 2"X4" BOTTOM FRAME (PT) 2"X2" BALLISTER TYP. 40" 4" SPHARE CANNOT PASS THROUGH SCALE: 1/2" = 1'-0" RAILING 2"X4" TOP FRAME (PT) 2"X4" BOTTOM FRAME (PT) 2"X2" BALLISTER TYP. ALL PLUMBING WORK SHALL COMPLY WITH THE 2018 IPC (INTERNATIONAL PLUMBING CODE N.E.C.AND WAPA REQUIREMENTS ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2018 AND VI CODE. ALL WORK SHALL COMPLY WITH THE 2018 IRC (INTERNATIONAL RESIDENTIAL CODE NOTE: (at a minimum of 6 inches for the first 10 feet). 12 4 of the Foundation should slope away The soil around the perimeter 5'- 2" 9'- 0" SLOPE OF A MINIMUM OF 1/8" PER FOOT AND SLOPE OF A MINIMUM OF 1/8" PER FOOT AND METAL ROOF 1'- 6" 9'- 0" 9'- 4" F.F.E. 12 4 9'- 0" 2"x12" FASCIA (TYP.) 5" PVC GUTTERING 3" PVC DOWNSPOUT 1'- 4" 1'-0" 1'-0" WINDOWS (TYP.) AWNING TYPE EGRESS WINDOW 5'- 5" 9'- 0" 13-16 1151A FINISH 1/2" CEMENT PLASTER FINISH 1/2" CEMENT PLASTER EGRESS WINDOW 40" 4" SPHARE CANNOT PASS THROUGH SCALE: 1/2" = 1'-0" RAILING 2"X4" TOP FRAME (PT) 2"X4" BOTTOM FRAME (PT) 2"X2" BALLISTER TYP. 40" 4" SPHARE CANNOT PASS THROUGH SCALE: 1/2" = 1'-0" RAILING 2"X4" TOP FRAME (PT) 2"X4" BOTTOM FRAME (PT) 2"X2" BALLISTER TYP. TYPICAL STUCCO DETAIL SCALE: 1/4" = 1'-0" OVER BLOCK BLOCK WALL 0'-0" FFE 9'-0" BRG 1/2" CEMENT PLASTER VIHFA FREDERIKSTED, ST. CROIX LAGOON COM PLEX P& C DIV Date: Nam e: CALVIN RICHARDS Signature: License No. 2-6266-1L R O P F E S S I O N A L D E S I G N E R S D R A H R I C N V I A L C I L E C S N E U. S. V. I. LIC.# 2-6266-1L 1'- 4" 5'- 2" 9'- 0" Fin. Flr. Elev. 0'-0" top of beam elev. 9'-0" bottom of ridge 14'-2" Bedroom #2 LIVING ROOM MASTER BEDROOM LIVING ROOM KITCHEN OPEN BELOW CALVIN RICHARDS " = 1'- 0" 4 1 SCALE: " = 1'- 0" 4 1 SCALE: DRAWN BY DATE DATE REVISION SHEET NUMBER PLAN NUMBER CHECKED BY VIHFA PH: 340-6908759 PO Box 1872 Kingshill, VI 00851 Design Engineering Architectural Industrial Design and Construction M anagem ent / CONSTRUCTION DOCUMENT 14-16 Its acceptance constitutes an agreem ent that it shall be treated as confidential m aterial, that it shall be returned upon request, and that the contents thereof shall not be disclosed, reproduced, or copied except by written perm ission of DESIGN ENGINEERING This docum ent is the property of DESIGN ENGINEERING. ALL PLUMBING WORK SHALL COMPLY WITH THE 2018 IPC (INTERNATIONAL PLUMBING CODE N.E.C.AND WAPA REQUIREMENTS ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2018 AND VI CODE. ALL WORK SHALL COMPLY WITH THE 2018 IRC (INTERNATIONAL RESIDENTIAL CODE NOTE: SD S2 S3 C2 CROSS SECTION UNFINISH LOWER LEVEL CISTERN 9'- 0" 5-16 4-16 4-16 R1 11-16 CC 6-16 5-16 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SECTION PLAN SECTIOM PLAN "AA" "BB" 1151A VIHFA FREDERIKSTED, ST. CROIX LAGOON COM PLEX P& C DIV Nam e: CALVIN RICHARDS Signature: Date: License No. 2-6266-1l R O P F E S S I O N A L D E S I G N E R S D R A H R I C N V I A L C I L E C S N E U. S. V. I. LIC.# 2-6266-1L CALVIN RICHARDS " = 1'- 0" 4 1 SCALE: B D CALVIN RICHARDS " = 1'- 0" 4 1 SCALE: C 1 2 3 DRAWN BY DATE DATE CHECKED BY REVISION SHEET NUMBER PLAN NUMBER REMARKS TYPE SIZE REMARKS TYPE SIZE 1 1 B 2 5 3 A 2'-8" x 4'-0" 4 2 5 AWNING TYPE WINDOWS 2'-8"X 2'-0" AWNING TYPE WINDOWS D C 2'-8"X 2'-6" 1 3 SINGLE HUNG WINDOWS (EGRESS WINDOW) 2'-8"X4'-0" AWNING TYPE WINDOWS DRAWN BY DATE DATE CHECKED BY REVISION SHEET NUMBER PLAN NUMBER REMARKS SIZE SYMBOL REMARKS SIZE SYMBOL 3 1 2 3'-0"x6'-8" 2'-6"x6'-8" 3'-0"x6'-8" QTY A B D C B 6 PANEL FIBERGLASS DOOR PRE-HUNG WD FRAME - FLUSH DOOR PAIR 3'-0"x6'-8" QTY 13 1 3 QTY 2 2 CONSTRUCTION DOCUMENT WINDOW & DOOR SCHEDULE PH: 340-6908759 PO Box 1872 Kingshill, VI 00851 Design Engineering Architectural Industrial Design and Construction M anagem ent / WINDOWS SCHEDULE DOORS SCHEDULE WINDOWS SCHEDULE 7. HARDWARE PER MANUFACTURER'S STANDARD. MOUNTED ALUM W/ RUBBER PAD DOOR STOP. HOLD OPEN HOOK ALUM. VINYL DOOR SWEEP. AND BOTTOM FLUSH BOLTS AT INACTIVE DOOR AND SWEEP PER MANUF. STANDARD. PEMCO 255 ALUM. THRESHOLD FLOOR 6. BEST F109 6K SERIES KEYED ENTRANCE LOCK W TULIP KNOB, DUMMY TRIM AT INACTIVE DOOR PIVOT HINGES, TOP " STL. BUTT HINGES. 2 1 5. BEST F75 PASSAGE LOCKSET W/ TULIP KNOB, 1 PAIR 3 VINYL SWEEP. HINGES, 6" GALV. STL SURFACE MOUNT TOP & BOTTOM BOLTS AT INACTIVE LEAF PEMCO255A ALUM. THRESHOLD & 184-T STOP. 4. BEST F109 6K SERIES KYED ENTRANCE LOCKSET W/ TULIP KNOB, DUMMY TRIM AT INACTIVE LEAF3 PAIR 4" S.S DUTT 3. OVERHEAD ALUMINUM TRACK AND ROLLERS. WOOD PULL KNOBS. FLOOR PIVOTS. " STL BUTT HINGES, WALL MOUNTED DOOR STOP. 2 1 2. BEST F7G 6K SERIES PRIVICY LOCKSET W/ TULIP KNUB, 1 PAIR 3 THRESHOLD & #184-T STOP, FLOOR MTD. ALUM DOOR STOP W/ HOLD OPEN HOOKS. " PAIR S.S. BUTT HUNGES, PEMCO 255A ALUM. 2 1 1. BEST F109 6K SERIES KEYED ENTRANCE LOCKSET W #6 TULIP KNOB, 1 2. ALL WINDOWS TO HAVE SEREEN. 1. PROVIDE STAINLESS STEEL FASTENERS. NOTE: HOLLOW CORE WOOD DOOR PLASTIC DOOR. FIBERGLASS REINF. PLASTIC DOOR. FIBERGLASS REINF. 6 PANEL BI-FOLD DOOR LOUVERED WOOD HARDWARE SCHEDULE GLASS ALUM. a. Build & install wooden access doors to secure the hot water heater and pressure tank from theft. i. Build as casement shutters, 2 layers of 1x6 PT wood T&G glued and screwed together. All joints caulked and all exposed edges primed and painted. ii. Provide and install 3x6 PT wood frame on each side of the Pump Shed entry. iii. Provide and install 6” galvanized strap w/ pintles, 2 per door. Install door such that it is  back at least 3” from the roof edg Pintles should be installed on the front edge as shown in the attached Utility Area Drawing/Design. iv. Provide & install large galvanized hasp with lock and key. Properly install hasp such that it cannot be unscrewed while locked. 2. PUMP AND HEATER SHED 1. MAIN DOOR SHALL BE WOOD GRAIN TEXTURED, PRIME RAISED NOTE: GLASS ALUM. GLASS ALUM. 15-16 3'-0"x6'-8" LOUVERED BI-FOLD DOOR FIBERGLASS ENTRY DOOR A POCKET DOOR 1151A VIHFA FREDERIKSTED, ST. CROIX LAGOON COM PLEX P& C DIV Date: Nam e: CALVIN RICHARDS Signature: License No. 2-6266-1L R O P F E S S I O N A L D E S I G N E R S D R A H R I C N V I A L C I L E C S N E U. S. V. I. LIC.# 2-6266-1L INTERNATIONAL ENERGY CONSERVATION CODE IECC A MINIMUM OF 75% OF THE LAMPS IN PER MANTLY INSTALLED FIXTURE MUST BE HIGH EFFICACY ASDEFINED BY THE IECC LOCATION FIXTURE LAMP IN NUMBER OF FIXTURE INPUT WATTS WATTS BALLASTS SPECIFICATION BALLASTS WIRING FIXTURE TYPE BEDROOM #2 LIGHTING FIXTURE SCHEDULE 13 13 13 13 13 13 4 6 4 2 2 TOTAL WATTS PER / LAMP WATTS CFL COMPACT FLUORECANT CFL COMPACT FLUORECANT CFL COMPACT FLUORECANT CFL COMPACT FLUORECANT CFL COMPACT FLUORECANT CFL COMPACT FLUORECANT #12 #12 #12 #12 #12 #12 6 52 WS 78 WS LIVING ROOM 52 WS KITCHEN 26 WS 26 WS FLOOD LIGHTS 546 MASTER BEDROOM MASTER BATH WALK-IN CLOSET CFL COMPACT FLUORECANT CFL COMPACT FLUORECANT CFL COMPACT FLUORECANT 2 6 2 BATHROOM PORCH 13 13 13 26 WS 78 WS 26 WS #12 #12 #12 78 WS 78 WS 78 WS CONDUCTIVITY INSULATION HOT WATER HEATER TYPE CAPACITY EFFICIENCY CONDUCTIVITY INSULATION 40 GAL 0.96 R= 3 minimum ELECTRICAL STORAGE HOT WATER HEATER OR SOLAR OR TANKLESS 40 GAL 40 GAL 0.85 R= 3 minimum R= 3 minimum MECHANICAL BEDROOM 1 EXHAUST FAN Energy consumed by fan and oumps 1.4cfm/watt A minimum of 75% of the lamps in permantly installed fixtures must be high efficacy as defined by the IECC. NOTE: LOWER LEVEL AND UPPER LEVEL BEDROOM #3 CFL COMPACT FLUORECANT 4 13 52 WS CALVIN RICHARDS " = 1'- 0" 4 1 SCALE: " = 1'- 0" 4 1 SCALE: DRAWN BY DATE DATE REVISION SHEET NUMBER PLAN NUMBER CHECKED BY VIHFA PH: 340-6908759 PO Box 1872 Kingshill, VI 00851 Design Engineering Architectural Industrial Design and Construction M anagem ent / CONSTRUCTION DOCUMENT FOUNDATION PLAN 16-16 1151A