EFTA00808084.pdf

LITTLE ST. JAMES GENERATOR AND R.O BUILDING ROOFING PROJECT PARCEL NOS. A,B AND C LITTLE ST JAMES U.S.V.I MODIFICATION TO CZT-53-04L INDECCEDEIAY4198 AO.O COVER BFEET COO EXEITNG CONDITICR8 SRE PLAN CIO SITE PLAN C2.O ESE DETALS 80.0 STRUCTURAL NOTES/LECE,D SIO FOUNDATION PLAN SU SLAB FLAN A-1A1O EXISTING FIRST FLOOR PLAN BILLING A A-1A11 PROPOSED RRST FLOOR PLAN BULLING A A-2A1.O PROPOSED SECOND FLOOR PLAN BUILDING A A-3ALO PROPOSED ROOF PLAN BUILDING A BAALO Exam. FN. HOOP FLAN RAIDING B B-2A1O PROP.. SECOND FLOOR PLAN BUIL.. B B-3A1O PROPCX3ED ROOF PLAN BUILDING B A-A2O BULDING A ELEVADONS A-A21 BULDING A ELEVATICNS B-A2.O BUILDING B ELEVATIONS B-A21 BULDC. B ELEVATIONS A3.O CROSS SECTION BUILDING B .1 CROSS SECTION SULU,. A A32 CROSS SECTION A32 CROSS BECTON A4O SCFEDULE A5.O WALL DETALS AST WALL DETALS 610.0 SCHEDULES AND NOTES 401 HVAC DETALS PAST FLOOR HVAC PLAN BULDING A IA-2A1O SECOND FLOOR HVAC PLAN BUILDING A 4-2.0 BECC.O FLOOR HVAC PLAN BULDING B EDO ELECTRICAL NOTES AND LEGEND PREPARED BY EO1 ELECTRICAL PANELS A-1E1.O FART FLOOR POWER AND LICHT!. PLAN BUILDING A A-2ELO SECOND FLOOR POWER AND LIGHTING PLAN BUILD!. A B-2E1O SEOOND FLOOR POWER AND UGH.. PLAN BULL.. B J aredian Design Group Architects, Engineeh and Construction Managers )DG 5333 ROW, W. S.Ilt 16, N. T•s,.. T on. (3 60) 777.1600 • I 0002.6900 • Pe" 0/1.. 6210. St. 1...4. V. S. Vmss ht.vw 0094.611S 1401 77,601 • F powernet net • EFTA00808084  REVD/0r,, 1 2 3 4 6 7 EWE; 7 z E E CZM SETBACK LINE Jr LINE OF NATURAL ABUT/fru- GARAGE & Et MAINTENANCE BUILDING ni SHORELINE PER THIS SURVEY REST RO rr LOCATION OF EXISTING MAINTENANCE WORK CONTAINMENT WAL SHOP BUILDING TO BE D II REMOVED AND FUEL TANK I RE-BUILT III II II FUEL PUMPS 15 Mredian Design Group I tAAA, ne No 33 Cr0oningaki Ooao - ORon% &smut Post Moe Eas 6218 St Thomas. U.B. Virgin Wands MTN telepOcoo: 340 m. ROO for 340.777 loos amet Werooter ci act« pem <co p.c.! sumo,. Anon ...fn. RKING AREA AuninDen snA C C Cn"rt•COrt..,,,, Mt% P.A•6 .*•••• Oaf Meta sat/i, eat re uotzi• rd C^, IM. LOCATION OF EXISTING GENERATOR LITTLE ST. JAMES BUILDING R.O AND GENERATOR BUILDING ROOFING PROJECT PARCELS AD.0 LOCATION OF EXISTING LITRE ST JAMES US YI RO BUILDING O BUIeDING 4 DATE: 10-20-15 mi.1O111^. K.R.B. B B CEE.00ED BY. K.R.B. APPROVED ED am 30 0 30 60 90 PRO.ECT NO: so 15.001 SCALE - r. .33* Canto= /0 et * MARVIN BERNING & ASSOCIATES SHEET NC: LAND SURVEYORS SUBDIRSION PLANNING C0.0 PROPERTY SURVEYS PARTIAL TOPOGRAPHICAL SURVEY EXISTING CONDITION PARCEL No. "C" LITTLE ST. JAMES ISLAND SITE PLAN N 0 T £ S: NO. 6A RED HOOK °DARTER A ZONE R-1 St THOMAS. U.S.V.I. EXISTING CONDITIONS A ELEVATIONS PER IASL THIS SURVEY SURVEY: LOUIS APPROVED BY: 1 SITE PLAN CALC.: GAURIUNT SCALE: 1" = co.olco.o SCALE: 1'1=3O1-0' DATE: 3/9,05 JOB NO. 3600 1 2 3 4 5 6 7 EFTA00808085  REW610,..* 2 3 4 5 6 7 NO: GATE E E Stormwater Best Management Practices 1. PROVIDE COMPACTED GRAVEL BASE AT ESTATE ROAD DURING CONSTRUCTION. Coes :4 I 2. ALL EXCAVATED AREAS SHALL BE SEEDED OR RE PLANTED AT END OF CONSTRUCTION SHORELINE PER THIS SURVEY 3. INSTALL SILT SCREEN FENCE AS PER MANUFACTURES INSTRUCTION 4. RECEPTACLES SHALL BE PROVIDED ON SITE AND MAINTAINED ON A REGULAR BASIS D CONTAINMENT WAL 5. VEGETATION BERMS SHALL BE USED IN CONJUNCTION WITH D SILT FENCE TO REDUCE STORM WATER RUN OFF. FUEL TANK 8. NATURAL VEGETATION SHALL BE PRESERVED IN THE INDICATED AREAS LOCATION OF EXISTING Mredian Design Group BUILDINGS TO RECEIVE Ism.Imp.-,Nr••••nal Wag' NEW SECOND FLOOR ZONING NOTES AND ROOF STRUCTURE No 33 Cxoniungens Oa% - Quinal alatt4f LOT ZONING: R.1 POE Mop Ma 5218 & Rona U.S. VirgIn Wands MEW letting*: 300 TT? i600 In: 3007n Roc LOT SIZES: PARCEL C (11.8 ACRES 515.188 SO.FT) USE: RESIDENTIAL NEW SEDIMENT SILT C SCREEN SEE DETAIL ACCESSORY USES: NONE C ON SHEET C2.0 PARKING: 4 VEHICLE SPACES PROVIDED ••••In N Cm•NN“Nr...” ' SHADED AREA INDICATES LOCATION DENSITY: TWO (2) DWELLING UNITS LITTLE ST. JAMES OF AREA TO BE R.O AND GENERATOR EXCAVATED FOR LOT OCCUPANCY: 25 PERCENT MAX. (128.797) BUILDING ROOFING NEW STORAGE ROOM PROJECT ACTUAL LOT COVERAGE: 5% (30.385) PARCELS AB.0 LITRE ST MHO US vi MIN. LOT AREA: 21.780 S.F. LOT WIDTH: 100 FEET REQUIRED VIRGIN ISLAND ZONING REQUIREMENT DATE: 10-20-15 FRONT YARD SETBACK 15 FEET SIDE 15 FEET AND REAR YARD SETBACK: 15 FEET CRAMNBe KRB MAXIMUM HEIGHT: 2 STORIES B B 040CED Br PROPOSED HEIGHT: 2 STORY APPROVED BY. 30 60 90 PROECT NO: 15-001 SCALE - = 30' et MARVIN BERNING & ASSOCIATES SIERT Na: LAND SURVEYORS SUBDIVISION PLANNING PROPERTY SURVEYS C1.0 PARTIAL TOPOGRAPHICAL SURVEY PARCEL No. "C" LITTLE ST. JAMES ISLAND PARTIAL SITE PLAN N 0 T £ S: NO. 6A RED HOCK WARIER St THOMAS, U.S.V.I. SITE PLAN A ZONE R-1 ELEVATIONS PER 1ASL C .0 C1.0 SCALE: 1"=30"-0" SURVEY: LOUIS APPROVED BY: NIS SURVEY CALL.: GAURILOFF SCALE: 1" = 30' DATE: 3/9/15 JOB NO. 3600 2 3 4 5 6 7 EFTA00808086  1 2 3 4 5 6 7 REHSFIerc RETAINING WALL SCHEDULE ROta000NtRETE TO PREVENT PONDING WATER H B A b C v-BARS T-BARS D-BARS (-0" 2'-8" 12" r -r 5" #3016" #3012" #3016" 5'-0" 3'-3" 12" 2'-2" 5" #4016" #4012" #4016" WEARINGCOURSE e'er 6'-O" 3'-9" 12" 2'-5" 8" #4012" #4012" #4012" SC.E PIPEDFILLED BASE COURSE w, CONCRETE 7'-0" 4'-2" 12" 2'-6" 12" #4012" #4012" #4012" 8'-0" 4'-8" 12" 2'-5° 12" #508" #408" #4010" E E 9'-0" 5'-2" 12" 31-2" 12" #508" #408" #5010" 10.-0" 5'-g" 12" 3'-7" 14" #508" #408" #5010" 11'-0" 61-7" 12" 4'-1" 17" #508" #408" #5010" "4' 12'-0" 71-3" 14" 4'-7" 18" #508" #408" #5010" CRUSHED GRAM BASE FACE OF legs OF AUGERED HOLE OR TUBE FORM CORICULTnicl', GRAVEL SUBBASE UNISSTURBEDS01. 3 STEEL PIPE BOLLARD D C2.0 C2.0 SCALBOT TO SCALE D V-BARS 21'0 WEEP HOLES 0 4'-0" T BARS O.C. OR 4" WEEP HOLES Jaredian Design Group CRUSHED STONE JDG D BARS No 33 Oroncingarel Gads' • 0.taan's ()Jana, T-BARS Pest OVICA Pon 6218 St II-01'o[ U.S. ICarct CCS.03 Viccisco 340 /II 1630 NO 111 1001 c nal C C LITTLE ST. JAMES R.0 AND GENERATOR BUILDING ROOFING PROJECT PARCELS ASS LITTLE ST JAMES US.V.I RETAINING WALL SCHEDULE C2.0 C2.0 SCALE: NOT TO SCALE 10-20-15 B 44 ME CI OR OW' LW MORO I- t[ • KC 4..« , Lenz POST META. FORE POST B [Naar. BY tmECTRED BY. KRB KR B. .1.TER ra MIX cCal • 10* PAE C. Cica• IK c•O•••• teriveris 'Reviseer acSROVEDDY w everavvra r • • •• • • • vv., • F•a...ECT TIG 15-001 CCO'Racr a—. SHE DOUBLE EROSION CONTROL FENCING SITE DETAILS C2.0 A TYPICAL SEDIMENT 2 SILT SCREEN DETAIL C2.0 C2 0 SCALE: NOT TO SCALE 1 2 3 4 5 6 7 EFTA00808087  1 2 3 4 5 6 7 RVASIONS NEM4FnS NO: DATE NOTES: 1. ALL CONCRETE SHALL HAVE AN Fe OF 3000 PSI AT 28 DAYS FOOTING SCHEDULE 2. ALL REINFORCING STEEL SHALL BE GRADE 60 OR Fy 60,000 PSI YANG CIMIIRCNB U3NOITUCINN- PIMP OBER FEWCACELENT 16M6 T-0' 3. ALL CONCRETE WORK SHALL BE AS PER &C.!. CODE V IL I X 0* BOTTOM TCP xi MATT 10 (F 0.C. 700YETI DOA 4. PROVIDE 3' MIN. COVER FOR SLABS BEAMS. AND FOOTINGS RESTING ON GRADE F' T-0. 3 r4Tx • 4. •19135 (19115 BOTHWAYS OUT LINE OF roonue CENTERED OR PER RIGID FRAME 5. PROVIDE MIN. COVER FOR SLABS. BEAMS. AND COLUMNS AS PER A.C.I. CODE STEEL COLUMN 6. FORMS UNDER SLABS AND BEAMS SHALL REMAIN IN PLACE 14 DAYS MINIMUM ABOVE 7. ALL AGGREGATE SHALL BE CLEAN AND FREE OF ORGANIC MATTER E (12)05 VERTICAL E 8. DESIGN LOADS SHALL BE 100 LBS M. LIVE LOAD AND 65 LGSM. WIND LOADS #3 TIES * 8" 9. ALL STRUCTURAL LUMBER SHALL HAVE AN FD OF 1300 M. MIN. 0.0 (2) TIES AT TOP OF 10. ALL STRUCTURAL LUMBER SHALL BE GRADE MARKED FOR STRUCTURAL USE PIER TYPICAL COLUMN AND PIER SCHEDULE 11. ALL LUMBER SHALL BE TREATED AGAINST TERMITES AND FUNGUS 01I0 FEEPTICSINT a ISIS V 11 V an. al, 12. ALL MASONRY WALLS SHALL HAVE A MIN. VERTICAL REINF. W/ 05 AT 24' O.C. COPS NIT .. AND HORIZONTAL REINF. AT 16' O.C. Cl T-0•%P+ 16)05 113 eV 0.0 13. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES P1 7-010'4' 02)05 ♦36S • OC IN THE DRAWINGS PRIOR TO THEIR CONSTRUCTION . 14. ALL FILL DIRT SHALL BE COMPACTED TO 95% DENSITY MINIMUM t5. FABRICATE STIRRUPS WITH A 135 DEGREE HOOK AROUND VERTICAL BARS TYPICAL D D PIER DETAIL LEGEND 50.0 Iscto SCALE 1%1%0' FCJ FLOOR CONTROL JOINT CONCRETE BEAM SCHEDULE imIK i 1 ZI rescRalarr Vat IlDia )aredian Design Group all LINE INDICATES BOTTOM IV i IT TV VDT ENV FM TM STEEL 113O 4 5' FOR FIRST AND LAST 25%0F BEATA LENGTH TOG AT 12r 10 ,.310 Vet FOR MONA 50% 414 TOP STEEL AT L/5 THE SPANVW0 C TEMPERATURE No 33 Drocringcra Gado . 0.taan8 0.888( TYPICAL STEEL IN SLAB PrAt 01/13A 84. 6218