EFTA00808084

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: ZONE R-1 NO. 6A RED HOCK WARIER St THOMAS, U.S.V.I. SITE PLAN A 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 9 U.S. Trunlcur0r. 0001)1 tc10Conc 343 III 1"03 883 140 111 1631 ,2 * ui INDICATED OUTLINE c maT (LT•+ 1lNS 23 4: 8* GRADE BEAM OF FOUNDATION FOOTING BELOW INDICATED OUTLINE OF C WALL ABOVE FOOTING C #4 TOP BARS AT 24' 0.0 TYPICAL LITTLE ST. JAMES AT LENGHT/5 THE R.0 AND GENERATOR BAY SPAN BUILDING ROOFING SLAB BASE PROJECT VERTICAL BARS PARCELS ABC REFERENCE LITTLE Sr ALES DS VI ELEVATION NO. 11° . CHANGE IN SLAB SLAB NOTES ELEVATION STIRRUPS SLAB ELEVATION NO. DATE 10-20-15 BOTTOM BARS Al 6' CONCRETE SLAB TYPICAL REINFORCED WITH 6X6 -2.1X2.1 WELDED WIRE FABRIC (uMP) on.vnter. K.R.B. TOP BARS OR CONTINUOUS BARS ON 6 MIL POLY VAPOR BARRIER. LEGEND B IN A SPREAD FOOTING TYPICAL T COVER B 0001EDITY. N.R.B. FOR SLAB ON GRADE. REINFORCED CONCRETE WALL APPROVED BY: 12' CONCRETE SLAB REINFORCED WITH BI 05 BARS AT 12' BOTHWAYS ON 6 MIL. V/ 7/7 ///4 6' OR 4" STUD FRAMED WALL POLY VAPOR BARRIER TYPICAL 3' COVER SLAB PROJECT HO FOR SLAB ON GRADE. 15001 REINFORCED MASONRY WALL CONTRACT /0 8" CONCRETE ROOF DECK Cl TYPICAL REINFORCED 05 6' O.0 TOP AND BOTTOM EIKET IAD COVER TYPICAL. O 2 i'0 RAIN WATER LEADER S0.0 IN WALL COLUMN AND FOOTING OR COLUMN SCHEDULES 2 DIAGRAM DETAIL THE GENERAL CONTRACTOR IS RESPONSIBLE FOR so") 'sae SCALE: NOT TO SCALE THE MEANS AND METHODS OF CONSTRUCTION. A THEY SHALL FOLLOW A ALL THE MANUFACTURER RECOMMENDATIONS AND REQUIREMENTS FOR THE BRACING AND SHORING OF THE POURED CONCRETE WALL SYSTEMS 2 3 4 5 6 7 EFTA00808088 2 3 4 I 5 6 7 NO: ale PENSIONS COAT BACK OF WALL WITH (3) COATS OF BITUMINOUS WATER PROOFING MEMBRANE AND INSTALL ENKA-DRAIN DRAINAGE PERFORATED ED PVC MATT. DRAINAGE PIPE ENCASED IN GRAVEL NOTE: OUTLINE OF FOOTING BELOW CONTRACTOR SHALL COAT NEW AND A PORTION OF EXISTING WALL WITH E 28*-2 3/8- CONCRETE RETAINING BITUMINOUS MEMBRANE AND INSTALL E WALL ENKA-DRAIN DRAINAGE MATT AND 412/ PVC PERFORATED PIPE. :? SEE NOTE ;\\‘. SEE SLAB NOTE 61 ?ct STORAGE a 61 FUTURE R.O. \ 1.1 EQUIPMENT D D O \\ \\\\\\\\\\\\\\\ EDGE OF JDG jaredian Design Group BUILDING A 144.33 0ronringer. Gado - 04440 Quaffs Pat Mc* Box 6218 St. Thomas, U.S. Vitgin Irlancis 004C4 12, Siphon: 340.7711600 fait 340.771.160I OUTLINE Of FOOTING BELOW not our meIn ernes 0:61.40 PM. AR frit Mt NORM a.OMOI ~OW MU tures. IOT inipoinibriii -M. Nand. e, C C Cinen• VianCeenii O VIII CO•t•CallOt IC VIC If •ffifiteiGi OS To MIN 00.1060. /MAW %MO, Mkt opt Maw Int A TN Cy 410 PVC DRAINAGE PIPE met aulam vim sexy ro atrcer al Liman rt. iory en 14 Ci41.91i<Owitmtl MTN BELOW SLAB RUN TO DAY LIGHT LITTLE ST. JAMES R.O AND GENERATOR EXISTING BUILDING ROOFING RETAINING PROJECT WALL I ll Ill ;;T I LOCATION OF EXISTING TRANSFORMER 10-20-15 KR B. B FIRST FLOOR R.O. INS BUILDING FOUNDATION PLAN 51.0 151.0 SCALE: 3/16. = I '-O" PRO.ECT no. 15-001 CCNMaGTIn: S1.0 ST FLOOR RO BLDG FOUNDATION PLAN A SEE SHEET SO.O FOR NOTES AND SCHEDULES 2 3 4 5 6 7 EFTA00808089 PENNONS U CONCRETE RETAINING WALL S5 BOTTOM BARS AT 6- O.0 28'-2 318' If5 TEMP AT 6' O.0 S4 TOP STEEL AT 12' O.0 4%0' LONG O SEE SLAB NOTE CI EXISTING SLAB FUTURE R.O. EQUIPMENT Jaredian Design Group EDGE OF BUILDING A NO.33 DIOONIpere Gado - O4244O Manor Pon OffIce Box 6218 St Than. U.S. Vitgin Nand% CON:4 deviant 34.177 1600 fa: 340377 1601 oral: to WM RAM NO OWINION.0.01 9NZ ANION et SI. ~NW Ilentaen. NISNONOWINNUI Nus MINN NINNIVN JIIINN, NUN Visinsnie Pau none A CLANINICO*04010k ANIMICNNINAIN TWIN NI.60040 NO NOW NW 'War./ taw austva won way ro nor ok It• tee, 00 Cl4t9N <Mimi) nern LITTLE ST. JAMES R.O AND GENERATOR EXISTING BUILDING ROOFING RETAINING PROJECT WALL 1011Cfl ..AFIC 1 1110 ;4 U:.V1 LOCATION OF EXISTING TRANSFORMER (TE 10-20-15 EHawuev. K R B. O1LOCED BY E0 BY a STORE ROOM ROOF SLAB PLAN s1.1 I s1.1 SCALE: .3/1r= I '-0" PRQ.€CT no 15-001 00ertitaCTIn: SHEET Na: S1.1 STOREROOM ROOF SLAB PLAN SEE SHEET S0.0 FOR NOTES AND SCHEDULES 2 3 4 5 6 7 EFTA00808090 REVGIONS 2 3 4 5 6 7 40 DATE: REWIES 0 0 O E E 1LT-8" 201-0" 200" 20-O 20c0- 181-8' 1 6 82 B2 P1 P1 P1 P1 P1 P1 PI Fl F1 Fl Fl F1 Fl CC*OPIAINT4 SEE SLAB NOTE "Ar a ZJ T I \ —CONTINUOUS-/ CONTINUOUS D FCJ GRAIN BEAM D 11.1 e— tu MEP Iaredian Design Group U LG / No 33 Dmeeingeni Oahe- Cloaares ()Jade, / Peel Moe Box UM & Thomas, U.S. woos Imams EGON telephone: 340 TT? IMO Ivor 340 777 ROI 44nal. CONTRACTOR SHALL REMOVE EXISTING BUILT rift NAP. S [SS COO'S KS- S VP GREEN ROOF FROM 144 NTS If SOS MIS (SUP 11•34 /LS •••• Ca EXISTING ROOF DECK C PS SCASA, SCIAS ANIS MSS/ PS SASS CORTNATOI. lge OK P nos Nn m W. hd SSP. PI UP 54/4, St' A MS con,' ton IS AA nr z LITTLE ST. JAMES R.0 AND GENERATOR I BUILDING ROOFING I I I I I PROJECT PARCELS AB.0 LITTLE Sr ALES US.V.I CUTE 10-20-15 ORAIVIT Se K.R.B. B B tmECKED K.RB. 0 An:ROVED BY: I I I I FROTEC T.113 15001 0.701TRECT '0 5 FEET tq PROPOSED SECOND FLOOR S1.2 SLAB FOUNDATION PLAN SECOND FLOOR S1.2 51.2 SCALE: 3/I 6"= 1'-0" SLAB/FOUNDATION A A SEE SHEET SO.O FOR NOTES AND SCHEDULES 2 3 4 5 6 7 EFTA00808091 REV4E3C0..0 1 2 3 4 5 6 7 803: DALE: 0 0 0 0 0 20-0' 20%0' 20-0" 201-0' 2Cf-0' -/- E 0 E ELECT/MCC RO STORAGE CONTROL ROOM D DISTRIBUTION D PUMP ROOM a No.33 Dr0nitingilna Gad*. OarbreS Cluafiffr 10.441011140 Sox 6248 St 'Mena U.S. Virgin Iran's 00603 teltrixao- 340.777 1600 far 240 Ill IOW c mai C R.O. C EQUIPMENT FUTURE R.O. FIRE PUMP EQUIPMENT LITTLE ST. JAMES R.O AND GENERATOR ROOM BUILDING ROOFING PROJECT PARCELS AB.0 LIMA ST MASS U.S.V.I J 4 L DATE 10-20-15 ORMINIliff KRB B B OfEOCED APPROVED 610 A3.1 PROECT NO. 15.001 CONTRACT NO SICO1404. EXISTING FIRST A-1A1.0 FLOOR R.O BUILDING EXISTING FIRST A-1A1.0 A-1A1.0 SCALE: 3/16"=1.-0- FLOOR PLAN RO BLDG A A 1 2 3 4 5 6 7 EFTA00808092 11188510145 2 3 4 5 6 7 NO: OAlt ROAARKS E 2V-4314* E OUTLINEOFBEAMABOVE CCI. ;v1.1#111,3 FUTURE R.O. EQUIPMENT D D CORRIDOR EDGEOFA BUILDING Jaredian Design Group C SWITCH GEAR NO.33 Ortionlaglne 008/ -10000811084~ Post MOO 801021e 441. Tana WI Virgin Iamb 00011 talepb3nr 3.10.777.1800 he: 340.777.1801 ROOM wmai: MR RAM Sc IS COM 0,4000PM.- lit 1•11tIrt Of SI(9.1 001: MT ISIONOW •Ncui WillluMINSio JOS•11•01. V.A,C.110 WS ••••• • C C OM roe OtPetSilf %1t It MY /tea 001010 09i4INOA 40. Out noes NY. _slue vas, vacant Ode mato:wa no apt PROM <Mg, CPOuti Manmpum NEWCONCRETE INFILL WALL BETWEEN EXISTING BUILDINGS LITTLE R.0 ANDST.JAMES GENERATOR EXISTING RETAINING ROOFING BUILDING WALL PROJECT PARCELS ABC UTTEE ST ALES uSvt OF LOCATION EXISTING PROPOSED FIRST TRANSFORMER FLOOR R.O BUILDING RUE 10.20-15 A-1AI.1IA-1A1.1 SCALE:3/16"o11-0- CRAM BY B B cflEcx1o ay NPROVE 0 BY GENERATOR ROO 15-001 DO/TACT1W star A-1A1.1 PROPOSED 1ST FLOOR FLOOR RO BLDG A 2 3 4 I 5 I 6 7 EFTA00808093 REVCOOt* 2 3 4 5 6 7 0 0.41E 6'0 0900 0 0 0 0 0 E PVC PIPE E FILLED WITH 201-0" 2Cf-Cr 2ct-o• 201-0" 181-8' CONCRETE BOLLARDS Pr/ 0 C930 PVC PIPE 2 I FILLED WITH Z./ CONCRETE BOLLARDS OitiStAJNO , LL LL CONTINUOUS FLOOR CONTROL JOINT -/". D 2 D 1 {aredian Design Group JO( Althutt, Own., artl norm 6' 0 0900 PVC PIPE N3.33 Broome/ions Gado-Odeon% Quarter FILLED WITH PC0t OW* Box 6218 CONCRETE St Thomas. U.S. viva Khans etee04 BOLLARDS telephone: 340 ?TT 1600 law 340.717 ISOI nth N.C.. ' 04 ef SIN etVt“ti 'tie, St Me mrtan et Aro. ern. CA0OP octe Fons *amen e•prwan I. menu as*masa ea ruire roman mu% ea. wan-Kat,. a a...imam C C Cum MI Cfm1.1•Tat nos Rad ail Iv ma ROW% /OF nillabY tat ICI Oa nem r paAtr• .ancinit••••••• TO al vat a youot LITTLE ST. JAMES MAINTENANCE BUILDING RENOVATION I I I I I I I PROJECT PARCELS A134 LITTLE Sr *LES us vi Co•TE 3-31-15 [NAVIN Be K.R.B. B B t.,ECKED BY. K .R . B . AFfROVEDDY: I I I I I I I. FRO.ECT 110 15.001 COMRACT KO w_1O A-2A1.0 PROPOSED SECOND PROPOSED SECOND FLOOR R.0 BUILDING FLOOR PLAN RO BLDG A- 2A1.0 A-2A1.0 SCALE: 3/16"=1r-0" A A 1 2 3 4 5 6 7 EFTA00808094 1 2 3 4 5 6 7 NO: DATE O O O 0 ALUMINUM BOX E aUTTER ASSEMBLY E 1LT-8" 201-0' 20%0" 2a-o• 20-0 18,-& -1 z D D laredian Design Group GABLED No 33 rkonalogana Cada - Thomas o END Pont 0Mo3 Box 6218 WALL St Thomas, U.B. Virgin Wards OCOOS t tiepacco: 340 7T7 16001has: 340 TIT 030, , - ^ • n .e, - • N t "1- - Nat e•fie• q1•0 se • • .• Ci C Clef 'IA (tee...4144 , C MK NM *en hal %MS left ' • an rt. wia, sesta cos it rouruo. Sp el.b•SIM(roes LITTLE ST. JAMES O R.O AND GENERATOR BUILDING ROOFING PROJECT PARCELS AS.0 Lane ST AWES US vi NEW PRE-FINISHED METAL ROOFING SYSTEM WITH VINYL INSULATION DATE 10-20-15 DONN K.R.B. At 040(10 BY. B B K.R.B. APPROVEDBY: WIN PROECT NO: 15.001 CONTRACTPO ALUMINUM BOX .n Sur UTTER ASSEMBLY A-3A1.0 1 ROOF PLAN R.O BUILDING PROPOSED ROOF A-3.41.0 A-3A1.0 SCALE: 3/16" 1 - PLAN RO BLDG C3.1 A 1 2 3 4 5 6 7 EFTA00808095 FIEWSIOnr, 1 2 3 4 5 6 7 803: CATre, EXISTING E RETAINING E WALL LOCATION OF EXISTING TRANSFORMER O O cei0uL nvi D O D SWITCH GEAR laredian Design Group ROOM No 33 Cronningard, Gado - Osiris Chiang( GENERATOR ROOM Pool Glum Box 6218 St 'Mena U.S. Virgin laa4o 00004 telephone: 340 711 1600 far 2.40117 IOD I a-mol: C C CUM I'SI CP4VISCIPA Tie use le An /MIN 41.1•P• Mi k/INI NM FIT MIPS MAU NM' et MI In' CORRIDOR tar .1••••••11••• 0...1TO en rat . firon, IC• ER P. 01.$9•1(004•11nto, - 3 LITTLE ST. JAMES R.0 AND GENERATOR BUILDING ROOFING PROJECT PARCELS AB.0 MUMMY° US.V.I FP EQUIPMEN" ROOM 0 DAIE CeXMIlit 10-20-15 KRB B B 0.00(1011v K 614" APPROVEDBI0 MIN PROECT NO: 15-001 CalllIACT PO SHEET 1430 B-1A1.0 EXISTING FIRST FLOOR EXISTING FIRST FLOOR FLOOR GENERATOR A GENERATOR BUILDING 8-1A1.0 8—M1.0 SCALE: 3/16'=1'-0" 2 3 4 5 6 7 EFTA00808096 1 L 2 I 3 I 4 I 5 I 6 I 7 1•17•11,63•1, No OAT: EXISTING RETAINING WALL E ENCLOSURE E AROUND EXISTING TRANSFORMER BELOW 6' 0 C900 6" 0 CS® PVC PIPE PVC PIPE FILLED WITH FILLED WITH CONCRETE CONCRETE O BOLLARDS BOLLARDS OCC15,1,1W0.. 11-0" 20%0' 114" 17-0* N D O 101-0. — 4, se c 1aredian Design Group Nu 33 Drocringura Gall • 0.taan3. Pc6I 01/314 84.6118 9 U.S. Vrgin16.2.4:13:604 1641.4m: '40 III 16001.66 140 in 1031 c mat O C C LITTLE ST. JAMES R.O AND GENERATOR BUILDING ROOFING PROJECT PARCELS6614 LIMA Sr WOES US VI ocTe —\— 10-20-15 O [NAM ev K.R.B. B B ecECREDBY. KREs. .1F1430VED816 FRK,..CCI119 15.001 SHE B-2A1.0 PROPOSED SECOND FLOOR GENERATOR PROPOSED SECOND FLOOR A GENERATOR BUILDING 0-2A1 0 0-2A1.0 SCALE: 3/16%1.-0" EFTA00808097 1 2 3 4 5 6 7 AEVC-40, 4 Rc . AAAAAS EXISTING RETAINING WALL E ENCLOSURE E AROUND EXISTING TRANSFORMER BELOW 0 19'4' 20%0' 19'.1" • 0 NEW PRE•FINISHED METAL ROOFING SYSTEM WITH VINYL INSULATION ro 1aredian Design Group No 33 Domelegons Gado • 0.guin's Otlartihr Post ethos 6.7IS St 'Thomas. U.S. Virgin 00304 telephone: 340 Trt WOO t • ?AO TT, 1601 C 0 C new. 0../s4 :04 14C Ct904(Wratnlitetl. Cl XICUnCtal•41).• nacesononcial fr• Am Mut monua. taie aim Oten. i•Wne.140 cnn torns•nai Iran in.* ne 14.4,6 Airte A rap natiC•ad.4*.u..Atif nista ibui.L.pel anew us,04•AntAncon Arra TO no Am non. LITTLE ST. JAMES R.0 AND GENERATOR it? BUILDING ROOFING PROJECT PARCELS AB.0 LITTLE Sr MMES US.V.I CUTE 10-20-15 0 [NAVIN ee K.R.B. B B tmECKEDBY. KRB. ALUMINUM AFfROVEDSY: BOX GUTTER ASSEMBLY FRO.ECT110 15'001 0: 017Ati•cr aQ SHE 1.D B-3A1.0 ROOF PLAN ROOF PLAN GENERATOR BLDG A GENERATOR BUILDING A 8-3A1.0 B -3A1.0 SCALE: 3/16- - I . -0” 1 2 3 4 5 6 7 EFTA00808098 c£: SCrst. 1 2 3 4 5 6 7 KtAtt.ss NO: ONIE NEW PRE-FINISHED METAL a LOUVERED EXHAUST 0 0 ROOFING SYSTEM WITH ® VINYL INSULATION PRE-FINISHED a LOUVER EXHAUST FAN VENT FAN VENT METAL SIDING E TOP OF STEEL IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII TOP OF STEEL 4 'NO.. c9 z 3 co t-1 z w FIRST FLOOR EXISTING PAINTED PLASTER CONCRETE Iaredian Design Group WALLS JDG LOUVERED VENTS NO 33 Dronringura Gada . 0.taan8 044u( Post OftlOs P4. 6118 St 14cma4 U.S. Vron 18.4648 C.:604 BASEMENT L- teccIscno 340 I II 1603 fax! ::10 111 I(011 c C C BUILDING A EAST ELEVATION LITTLE ST. JAMES A-A2.O I A-A2.O SCALE: 3/15-= 1' -0" R.O AND GENERATOR BUILDING ROOFING PROJECT PARCELS A/114 UTILE Sr ALES US.V.I O O O NEW PRE.FINISHED METAL 0 ROOFING SYSTEM WITH VINYL INSULATION PRE-FINISHED METAL SIDING 0 0 Colt 10-20-15 iii wur iii I I I I I I I I I I I I I I I iii K.R.B. CRAM Etlf. B TOP OF STEEL HMI B e0ECXEDI84 .upROVEDBN K,R.B. EMI PRO.ECt .44 15.001 CONTRACT NO 5kEet PoS EXISTING ROOF DECK LEVEL A-A2.0 BUILDING ELEVATIONS LOUVERED R.O BUILDING EXHAUST FAN A VENT A 2 BUILDING A WEST ELEVATION A-A2.0 I A-A2.0 SCALE: 3/16"n 1' -0" 1 2 3 4 5 6 7 EFTA00808099 REVISION' 7 f,, MO EDGE OF PRE-FINISHED NEW PRE-FINISHED METAL _ss EXISTING BUILDING METAL SIDING ROOFING SYSTEM WITH O EDGE OF VINYL INSULATION EXISTING CONCRETE EXISTING BUILDINC 12 WALL TO BE PAINTED 1 f. LOUVERED EXHAUST TOP OF FAN VENT 1111111 II STEEL INFILL STORAGE ROOM tl BETWEEN EXISTING BUILDINGS FIRST FLOOR ONLY TOP OF PARAPET WALL CONCRETE PARAPET d \ WALL EXISTING ROOF DECK LEVEL 619 C900 PVC PIPE FILLED WITH cris,:t 'Nos CONCRETE BOLLARDS EXISTING SLOPED ROOF SLAB NEW RETAINING FIRST FLOOR CD WALL BUILDING A LOUVERED EXHAUST NORTH ELEVATION VENT A-A2.1 A-A2.1 SCALE: 3/16- = -cr LOUVERED EXHAUST FAN VENT Mredian Design Group Cass war ISAI 33 orooNnons Roo - CIONWS WOW POSI 0Moo Box eal8 St Timm. U.S. Virgln lands CMOS telegram 340.777 WOO In: 340.777 It01 EXISTING CONCRETE WALL TO BE PAINTED NEW PRE-FINISHED METAL ROOFING SYSTEM WITH PRE-FINISHED VINYL INSULATION METAL SIDING BUILDING A 3 PARTIAL EAST ELEVATION 12 HEAVY DUTY A—A2.1 I A—A2.1 SCALE: 3/16"o1I-0 - LITTLE ST. JAMES ROLL UP DOOR R.0 AND GENERATOR ASSEMLBY BUILDING ROOFING PROJECT TOP OF PARCELS AB.0 STEEL LITTLE ST AMES 051.1.1 TOP OF PARAPET WALL DA1E 10-20-15 ORA.m.BE KRB OtE0t.ED Br K APPROVEDEr: 613 C900 PVC PIPE FILLED WITH CONCRETE BOLLARDS 15.001 N EXISTING SLOPED OOF SLAB EXISTING PAINTED SWE1 FIRST FLOOR PLASTER CONCRETE WALLS A-A2.1 NEW CONCRETE It INFILL. STORAGE BUILDING ELEVATIONS ROOM BETWEEN R.0 BUILDING A BUILDING A EXISTING BUILDINGS 2 SOTH ELEVATION BASEMENT L A-A2.1 I A-A2.1 SCALE: 3/16"= 1* -0 - 2 3 4 5 6 7 EFTA00808100 1 2 3 4 5 6 7 PENSIONS PRE.FINISHED NO ONIE METAL SIDING NEW PRE-FINISHED METAL ROOFING SYSTEM WITH VINYL INSULATION 12 TOP OF STEEL E E EXISTING PAINTED PLASTER CONCRETE WALLS TOP OF eTh_ PARAPET WALL EXISTING SLOPED PRE-FINISHED - ROOF SLAB METAL SIDING D b NEW PRE-FINISHED METAL ROOFING SYSTEM WITH VINYL INSULATION FIRST FLOOR 12 Iaredian Design Group TOP OF STEEL NJ 33 Exonrtingons Gado • 0.,aan's Posl °Mop En. 6118 St lbornas. U.S. Virgin IPEre CPEAN IttepEcepp: mo.rnirAo tat LO (ft f601 <eel: BASEMENT C EXISTING PAINTED C [ism 101 OPPIPPaiN (PAVAN PNVA. ran, PLASTER CONCRETE P. WALLS TOP OF PARAPET WALL LITTLE ST. JAMES , ), AI VE GRADE R.O AND GENERATOR BUILDING B BUILDING ROOFING PROJECT NORTH ELEVATION PARCELS AB.0 LITTLE Sr WOES US.V.I B -A2 0 B -A2 0 SCALE: 3/16"= I'-0" NEW CONCRETE RETAINING W WITH WATERPROOF (NT( LOCATION OF INFILL 10-20-15 MEMBRANE COATING STORAGE ROOM AND ENKADRAIN LAM MSe K.R.B. BETWEEN 8OTH MEMBRANE BUILDINGS B B tmECKED BY. Kits. FIRST FLOOR PJ- ANPPOVED IM PENECi /IC. 15.001 COMEAUKO 5 HEE BUILDING B B-A2.0 SOUTH ELEVATION BUILDING ELEVATIONS B-A2D I B-A2.0 SCALE: 3/16"-1'-0" GENERATOR A A 1 2 3 4 5 6 7 EFTA00808101 REYSIO 1 2 3 4 5 6 7 0 LOUVERED EXHAUST LOUVERED EXHAUST FAN VENT FAN VENT EDGE OF NEW PRE-FINISHED METAL ( EXISTING A BUILDING ROOFING SYSTEM WITH NVL INSULATION TOP OF STEEL PRE-FINISHED METAL SIDING Ni q I I INFILL STORAGE ROOM BETWEEN EXISTING BUILDINGS === co E E TOP OF PARAPET WALL EXISTING SLOPED ROOF SLAB C.01a4.1MTS IM D D FIRST FLOOR laredian Design Croup BASEMENT J N0 33 Dr000,004.0 Gad.- agar,. 0 Post OW* Sox ENS St U.S. Virgin Wands CORN C BUILDING B T PRE-FINISHED METAL SIDING ?ir NEW PRE-FINISHED METAL R VIO O L INNGsu NyF SL YAST TEM ONWITH 4' C teennes: 340.777 1600 In: 340277 1SO I WEST ELEVATION TOP OF B-A2.1 I B-A2.1 STEEL SCALE: 3/16"=1'-0- LITTLE ST. JAMES R.O AND GENERATOR BUILDING ROOFING PROJECT PARCELS AB.0 Lane ST LASES aS.V.I TOP OF eTh PARAPET WALL DATE 10-20-15 DRAM Bit. KRB B B OfEOCED Br. K APPROVED BY: LOUVERED — LOUVERED EXHAUST EXHAUST VENT VENT PRO.ECT NO: 6"0 C900 PVC PIPE FILLED 15-001 WITH CONCRETE BOLLARDS CONTRACT 00.- EXISTING SLOPED ROOF SLAB ENIE7 FIRST FLOOR B-A2.1 HEAVY DUTY ROLL UP DOOR ASSEMBLY BUILDING ELEVATIONS BUILDING B GENERATOR A 2 EAST ELEVATION A B—A2.1 I B—A2.1 SCALE: 3/16"=11-0 . BASEMENT 1 2 I 3 4 5 6 7 EFTA00808102 881.1 210143 1 I 2 3 4 I 5 6 I 7 01.4E K80888 STRUCTURAL STEEL PURLINS NEW PRE-FINISHED METAL ROOFING SYSTEM WITH VINYL INSULATION 1 12 E TOP OF E STEEL STRUCTURAL STEEL PURLINS PRE.FINISHED METAL PRE-ENGINEER- SIDING WITH VINYL STRUCTURAL STEEL FACE INSULATION FRAME ASSEMBLY OSPORS./An EXISTING SLAB AND CONCRETE D GREEN ROOF PIER SLOPED AT £ PER FOOT ROOF DECK Jaredian Design Group • 8 33 Dronringura Gads • 0.taans POSI 01/104 8.6218 9 184818t U.S. Vrgint8.1418 66804 fV 1480464 340 WOO lax . 1111CO1 c nal: C I. C FIRST FLOOR . . . LITTLE ST. JAMES R.0 AND GENERATOR BUILDING ROOFING PROJECT PARCELS AB.0 N LITTLE ST ALES USW 10.20-1S BASEMENT [NAOS ey K R B B B C-te<8144 KR g. ..r£Rc+E>eV la W. FRO.831110 15001 0,1 7,34GT 588E:10 CROSS SECTION A3.0 BUILDING B BUILDING SECTIONS A3.0 I A.3.0 SCALE: 1/4".1'-O" A 1 2 3 4 5 6 7 EFTA00808103 .E'..C4OSS 1 2 3 4 5 6 7 04TE NEW PRE•FINISHED METAL ROOFING SYSTEM WITH E VINYL INSULATION E 12 TOP OF STEEL D EXISTING SLAB AND CONCRETE GREEN ROOF PIER r SLOPED AT PER FOOT ROOF DECK Iaredian Design Group JDG • Na 33 Drorringure. Gada • 0.taan• 0.4448 10.61 0064 84. 6218 St TINmat U.S. Won I6ance COONS 1444004.48 340 III WOO lax. 210111 1001 EXISTING BUILDING c mat C C FIRST FLOOR LITTLE ST. JAMES R.O AND GENERATOR BUILDING ROOFING PROJECT PARCELS A134 Lane Sr MMES US.V.i CUTE 10-20-15 CIRAWN Be K.R.B. BASEMENT LEVEL B B tmECREDBY. K.R.B. ,‘FfROVEDBY W FRO.EC I11) 15-001 •C) SHEE - rn CROSS SECTION A3.1 1 BUILDING A BUILDING SECTIONS A3. I I A.3.1 SCALE: 1/4-.1.-cr A EFTA00808104 REVEIOnr, 2 3 4 5 6 7 CAP FLASHING METAL CLEAT #5 VERTICAL AT 8' 0.0 METAL FLASHING WITH TERMINATION 6' ALL SINGLE-PLY COAT BACK OF WALL •4 AT 12'0.0 TOPPING MEMBRANE E WITH (2) COATS OF E BITUMINOUS MEMBRANE 4'47 SLAB NOTE CI ENKADRA N DRAINAGE MATT !de iti?j MEMMInntliaMMEEffiellgV_Will 1 ,1i-ill OA I Itt I I 4- 4- , i ; ) a. el • I i • :el° • • •• • •• .. 4. . ‘ a . ., a i • • CCUSUltMII III I I i 15: a 1 0 I I • * I 1%0' • 12` CONCRETE WALL OUTLINE OF BEAM IN 1T CONCRETE WALL THE BACKGROUND D • 14 AT 12' 0.0 BEAM BI 1/4 AT 17. O.0 OUTLINE OF COLUMN IN THE BACKGROUND Mredian Design Group 40 St. -11-11 No 33 Crooningon. Goilo - Oheme Oahu( #5 AT 8" 0.0 #5 AT 8. 0.0 POSIOMee Bac 6218 I I • a• St TSWINSL U.S. Virgin mos CCOIS telephone: 340.777.1600 In: 340177.1601 HI IF C. teat ISM PON, SO Vie CONS COMIC.itre, t• IIIIII_II111_1 C tanoner. N 400“a• fah 00 Is 0.000a.nan .N0. Dna no alUTIC•ple Mal aletl$1.VIS P 114C KY{ CA NA WI' NOW be& nk., • $ • •• . III- 1 000C 10000400.-10000 • • Nur -.all Eon soy tow ea- - PM IM$ O. Vit.$ WS( ne • . LITTLE ST. JAMES 00000 ° 0 C R.0 AND GENERATOR ir g0g0g0g0 °0 g °0 : BUILDING ROOFING 0 0 0 0 0 PROJECT ) 0 0 0 0 0 0 0 0 0 C PARCELS AB.0 _3 0 0 0 0 0 0 0 0 0 0 0 0 0 C - I —0000000C . 0 0000000 0000000C 000000 ■ WS MATT 12'0.0 LIM! ST AMES U4V.I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C PVC WATER STOP PVC WATER STOP •0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 2X4 KEYWAY 2X4 KEYWAY 0 0 0 0 0 0 0 C DATE ) 0 0 0 0 0 0 0 10-20-IS - 3A 0 :1-0 -C ery 0 -0 00 ea a 0 0 0 a 3 0 0 0000 er 4 4 DRAWN BY: KRB , 0 0o0 a 4 a 0 on o_o 0 0 0 • • a a • 4▪ • • a • • e• a• 0 4 a • a • 0 • • • • • • B 040CED K tb APPROVED BY: am 4 PROECT NO: SLAB NOTE BI 4"0 PERFORATED • ♦ CONTRACT 40 154307 - DRAINAGE PIPE ENCASED IN GRAVEL r I SHEET la: 4"0 PERFORATED DRAINAGE PIPE A3.2 BELOW SLAB 1 A3.2 I A3.2 CROSS SECTION SCALE: 3/4- • 1. -0" 111 I I I II BUILDING SECTION A A 1 I 2 3 4 5 6 7 EFTA00808105 REWE.Ionr, 1 2 3 4 5 6 7 840: DATE E E METAL FLASHING WITH METAL FLASHING WITH TERMINATION BAR TERMINATION BAR SINGLE-PLY LLING VOFPIP T SINGLE-PLY MEMBRANE SLAB NOTE CI D ;17- E'f ant i 1 =i Imo. ICI To' =SgT7 1=TrtfrL= rrgil I 4 • • • • g • • ae • ' ''' o I. J . . . el, ea / jaredian Design Group / I BEAM 81 4, itcr 4, NJ 33 Dronningdmi Gad. - Que•AV WSW Paoli °Mot Sat 5218 & 'Mena U.S. Virgin wanes COWS Nita ara' 340.777 1600 In: Mill 1601 OUTLINE OF BEAM IN THE BACKGROUND C C OUTLINE OF COLUMN IN THE BACKGROUND LITTLE ST. JAMES R.0 AND GENERATOR BUILDING ROOFING PROJECT PARCELS AB.0 LITTLE ET AMES US.V.I DATE 10-20-15 DRAWNSv K.R.B. B B O4O•D BY. K.R.B. #5 MATT 12' 0.0 APPROVED BY: PROECT NO: 15801 i c a a 4 .• 4 4 • 44 • a .64 • a 04 a • • CONTRACT PO. scum A3.3 1 =4 " l—r T TheNs•- VAPOR BARRIER / /t BUILDING SECTION I I 4'0 PERFORATED DRAINAGE PIPE A HI BELOW SLAB A I I I III III -I I Ill/ CROSS SECTION A3.3 I A3.3 SCALE: 3/4"=1'—On I 2 3 4 5 I 6 7 EFTA00808106 REWE.Ionr. 1 2 3 4 5 6 7 MO: DATE'. DOOR %MOULD 00OR DESCRIPTION TYPE TITY , 81,7 , HARDWARE einE KKK PLATES REWORKS (n) HOLLOW METAL 76' 90" HOLLOW METAL DOOR AND FRAME POWER OPERATED WITH .0 ROLLED DOWN SHUTTER 216' 120" MANUAL OVERRIDE POWER OPERATED WITH O ROLLED DOWN SHUTTER 216. 120• MANUAL OVERRIDE POWER OPERATED WITH TC) ROLLED DOWN SHUTTER 216' 192' MANUAL OVERRIDE E POWER OPERATED WITH E CD ROLLED DOWN SHUTTER 216' 192' MANUAL OVERRIDE oT=I HOLLOW METAL 76' 90" HOLLOW METAL DOOR AND FRAME C.O115VITANTS. D D Taredian Design Group raw... war NJ 33 Crooningons Gad.- Qu66O Quart. Post Office Box 6218 & Thomas. U.B. VIrgIn IsOands COWS tetegvne. 34D.7Tr 1600 Igor 340.777 1601 C C LITTLE ST. JAMES R.0 AND GENERATOR BUILDING ROOFING PROJECT PARCELS AB.0 UM! ST web US v DATE 10-20-15 01010111^. K.R.B. B B OfEOCED BY. K.R.B. APPROVED6r. PROECT NO. 15.001 CCtaltder MO SHEET Na: SCHEDULES A 1 2 3 4 5 6 7 EFTA00808107 1 2 3 4 5 6 7 14604405S Na. GATE 01111.04S PRE-FINISHED METAL ROOF ASSEMBLY WITH E VINYL FACED INSULATION PRE•FINISHED METAL ROOF ASSEMBLY WITH VINYL FACED INSULATION E SIMILAR E PRE-ENGINEER PRE-FINISHED METAL STRUCTURAL STEEL SIDING WITH VINYL FRAME ASSEMBLY FACE INSULATION D D HEAVY DUTY ROLL UP GARAGE DOOR PRE-FINISHED ASSEMBLY METAL SIDING STEEL CHANNEL WITH VINYL FACE STRUCTURAL STEEL HEADER INSULATION PURLINS Iaredian Design Group PRE ENGINEER STRUCTURAL STEEL FRAME ASSEMBLY No 33 Drocringura Gala • 0.6'488 0.44114( Pc6101504 84. 6218 9 Itcm84 U.S. Vrgin183rar.13:44)4 144.441.0n8 342 III 16021.06 140 in 1031 c mat STRUCTURAL STEEL PURLINS C C LITTLE ST. JAMES R.O AND GENERATOR BUILDING ROOFING PROJECT PARCELS 6/114 LITTLE Sr MMES US VI 40•TE 10-20-15 CONCRETE FLOOR SLAB (RAVIN Se K.R.B. B CONCRETE B 8cECXEDBY. Kits. SLAB ccf1110VEDDY: • FRO.EC1.113, • / // I II • \ PRE-MOLDED 15.001 I JOINT FILLER 0301, 640c 50 I I 1 SHEET 10 A5.0 a a a I 3 WALL SECTION WALL SECTIONS A5.0 AS.0 SCALE: 3/4- =I' -O• A A WALL SECTION AS.0 A5.0 SCALE: 3/4...1 .-0" 2 WALL SECTION A5.0 A5.0 SCALE: 3/4"=1.-0" 1 2 3 4 I 5 6 7 EFTA00808108 1 2 ► 3 4 5 6 7 REVC40s, NO: ON NEW PRE-FINISHED METAL ROOFING SYSTEM WITH VINYL INSULATION NEOPRENE CLOSURE 3X SOLID WOOD NAILER RIGID CAP FLASHING VINYL FACED INSULATION 3 X SOLID WOOD NAILER - NEOPRENE CLOSURE STRUCTURAL STEEL PURLINS E E PRE-FINISHED ALUMINUM GUTTER ASSEMBLY COMMTMIS 2X10 FASCIA WRAPPED WITH METAL PRE-FINISHED METAL SIDING WITH VINYL FACE INSULATION D D STRUCTURAL STEEL Sl- PURLINS Mredian Design Croup 2 EAVE DETAIL A.5.1 I A5.I SCALE: 2"=11-0 - No 33 Droonlogat. Gado-0SW% Post 0Moo Sas DM ROOF FLASHING DETAIL & 'Mina U.S. Virgin I CCOIS teleoone: 340 77/1600 Ivor 340.777 ItO I A5.1 A5.I SCALE: 2'.1'-O' •mal: • 16.Vt•r• JIMISPIS•• - C C NEUIS ••• UAW -is. • METAL SIDING PRE-MOLDED LITTLE ST. JAMES JOINT FILLER R.0 AND GENERATOR BUILDING ROOFING PROJECT PARCELS AB.0 Unt• ST *AS US VI PURLIN 1 METAL FLASHING a 04 HORIZONTAL DATE 10-20-15 • *5 AT It 0.0 DRAWN Be KRB B B 0.SOCED Br \ \ • APPROVED Dv. Co 4 4 4 MOSOTHO. 15.001 COMM= NO.. PRE-MOLDED (3)15 TOP JOINT FILLER SHEET Ha EXISTING . A5.1 13 TIES ATLI' 0.0 CONCRETE WALL DETAILS (3)45 BOTTOM A A 3 DETAIL A5.I A.5.1 SCALE: 2"..1*-0" 4 DETAIL A5.1 A5.1 teal r: 2. • I -0" 2 3 4 5 6 7 EFTA00808109 kEV:i1Ø,C; 1 2 3 4 5 I 6 7 0,.1E VENTILATION FAN SCHEDULE AIR CONDITIONING LEGEND HVAC GENERAL NOTES SYWBOt DESCRIPTION UNIT DESIGNATION EF-i EF-2.EF-3 Er-4XF-5 000 AR WOUND NTT 1. THE AYR MU 6 TORE DONE uTP02 ETA ADA AWNS ARC SMED SEC» FLCCR ACM 11.001 WT. BENM IRE FURNMENG Of µl La «RAS Na EINIPHOtt. 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JAMES R.O AND GENERATOR BUILDING ROOFING PROJECT PARCELS AB.0 LIMA ST AMES US.V.I DNIE 10-20-15 OReXMIlit. KRB B B OtEOCED By APPROVED 0v PROECTNO: 15-001 CONMACT NO SWUM: M0.1 HVAC DETAILS A 1 2 3 4 5 I 6 7 EFTA00808111 1 2 3 4 5 I 6 7 PENINIONS IR OAR SIOUJUIE KEY NOTES: 0 it OUTSIDE WITH AIRINUREPLENUM MOTORIZED DAMPER. 0 36"X36" SHEET WITHWIRE METAL MESH BELLMOUTH SCREEN E E FUTURE R.O. D EQUIPMENT OLIVER EXHAUST D FANLOUVER EF-1 CORRIDOR EDGEOFA BUILDING laredian Design Group A., AAA rec.—Anus,. C SWITCH GEAR 414.33 °wringer* OadO - 044413 Matta' Post OfIke Box 6218 St ThCaTOS U.S. Vin 6.4ras 008.04 IffX48' tidepb3na: 340.7771600 far: 31077.1601 ROOM AFF ir swat COVER f- not AAA NoIn Nom OWIMWOICOM lit • Illarter. OUS MU WOG n. C FP EQUIPMENT C MT IflioilutISCUI -1-1YOUveNdi Ptee•ORU, VISANOMO UM 'Mumble A CLAMMICO•USOSK Ut •ffifitilS14 TN NUN Pulobaion NO UMW liPau 'Claw int ROOM U AW JORVINOIIII•09.• ro nor al Wien rt. id, tea. 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PANEL FEEDS ALL NEW EQUIPMENT MOTORIZED DEVICES ON SECOND D DAMPER FLOOR AND NEW STORAGE D ROOM E I - I CORRIDOR jaredian Design Group EDGE OF BUILDING A EXISTING No.3312gooNvens God.- Ousen's Manor Post OR> Box 6218 SWITCH GEAR &Rea U.S. Virgin I Warr% 00gAgt Wpbs 340.177.1600 IAA 340.777.1601 ROOM sed: EXISTING Welt ROB Me nt tate 0:61.410 Prtql• AR nit I•PUIV te Abeam ittINI (CO 11•14 -. FP EQUIPMENT nair arravair. • AAA Ari on Arnim. C C air Oa t14 in AAA 4ALWACOA101*. Kai AMA tfortwiAta, -“e 4.4z I rtnx rpti. IX. ICI AI Mr me • ROOM MU ram stm. rut al • wenn. , tat LITTLE ST. JAMES R.O AND GENERATOR EXISTING BUILDING ROOFING RETAINING PROJECT WALL PAPCJI .A RC [Tut ;;T a U VI POWER AND LIGHTING LOCATION OF FIRST FLOOR R.O. 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