LITTLE ST. JAMES

LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT PARCEL NO. C LITTLE ST JAMES U.S.V.I • PREPARED BY CVE&OESIRRWIlOW AOO DORM OW 000 E;03,140 O2O0l0%20 000 MAN 010 6111E PLAN C2O alE CETALE, 800 STRUCIVRAL NORES/LECt90 131.0 Fa/DAMN PUN 84 0...A.B PLAN EE6EMEtg ROOK PLAN FLFNE•Wwl 000 OOUAfBR PLAN ARCKTEciwi ROCK' PLAN B.EVAT013 ELEVAROSS MUNK! MOTOR SCHBOLLES WALL DUALS WALL CETALB WALL DUALS WALL COALS 100 801EOLLES AND TOTES MO I RV. DUALS 102 0060 CETAL8 100 WAG FLOOR PLAN PLO PUJI43.3 PLAN P2O PLL4B0 02151.8 000 ELECTICAL NOTES NO LEGO° O00 POWER PLAN Ell LICI411.0 PUN liaredian Design Group Archi,ects, Engineers and Construction managers w. Wow. w vww ww,M634.03 • Ion Oxx.. um so To* U. I. V.w.. TTTTT 111501 ?MIND • 11,3 040 /MINI • f ,g1,••Ipe. ttttt .0. • %Vim's: mow pm.. s.g.w. EFTA00258636 E D C B A 1 2 3 REST ROO CONTAINMENT FUEL TANK FUEL PUMPS LOCATION OF OUSTING GENERATOR BULGING LOCATION OF FASTING RO BUILDING NOTES) SOC R-1 ELWAVOIN PM a. IRS SURVEY 4 50 5 UM SETBACK UNE LINE OF NATURAL ABUTMENT PER 714I5 SURVEY LOCATION OF EXISTWO MNNTENANCE WORK SHOP WADING TO BE REMOVED AND RE-BUILT 30 0 30 60 90 SCALE - 1*- so* E aPi iof MARVIN BERNING & ASSOCIATES ;AND Smartt* SUBEDISICK PLANKING PROPERlY SUIDEIR PARTIAL TOPOGRAPHICAL SURVEY PARCEL No. LIME ST. JAMES ISLAND No. GA RED HOCK WASTER sr. THOMAS. U.S.V1 SUMER LOUIS CALL: CAURILOIK SCALD V Xf OATS: 30/15 JOB N0. 36C0 2 3 4 6 7 EXISTING CONDITIONS SITE PLAN co.o I coo 6 7 E D C B A *Ft Out MAWS Stal Ostaltgota Galt -04.eira twat Pti101p6.12I8 St TIPAG.I.I.S. WA. Islasi LPN klAchant 303 rriAtco l6 344177..)1 e.n.at)As4ACC .:00.44144 ILMO III MP I•elaMMI. I. III Wet. =al rat. Mai. 16 OM COT WWII LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT PARCa C LIMA Stake' V.3.VI Pura V; 9-IS-IS KRB. 04(40 V. KRA. /40=7•4: 15401 0.631410.: CO.0 EXISTING CONDITION SITE PLAN EFTA00258637 E D C B A 1 1 2 3 KEN CONCRETE RETARANG WALL TOP OF WALL ELEVATOR 11.1:0 5 SILT SCREEN (SEE DETAIL 2 ON SHEET CEO) LOCATION OF NEW MAINTENANCE AND WORK SHOP BUILDING 0 NC PER THIS SURVEY REST R CONTAINMENT W FUEL TA FUEL PU NOTES: ZORC R -I CLEYATIONS PDI suRvre UM SETBACK LINE UNE OF NATURAL ABUTMENT FINS/I FLOOR ELEVATION 10.St TOMAICM EASING SLAB SILT SCREEN (SEE DETAIL 2 ON SHEET CEO) EOSTING ACCESSORY SULDIPIGS a? CO 90 SCALE ••• 30. olian MARVIN BERNING & ASSOCIATES LA70 SURVEYORS 9..9CINSON PLANING PROPERTY SURVEYS PARTIAL TOPOGRAPHICAL SURVEY PARCEL No. 'V UTILE ST. JAMES ISLAND NO. EA NO NOOK QUARTER ST. 110.03. SlIMET; LOUTS CNC: 01010.07 SOW • 30' OARS VIM XI HO. 3100 Gc.„Jefr 2 3 4 5 6 6 7 Stormwater Best Management Practices 1. PROVIDE COMPACTED GRAVEL BASE AT ESTATE ROAD CORM CONSTRUCTION. 2. ALL EXCAVATED AREAS SHALL BE SEEDED OR RE RANTED AT ENO OF CONSTRUCTION 3. INSTALL SILT SCREEN FENCE AS PER MANUFACTURES INSTRUCTION 4. RECEPTACLES SHALL BE PROVIDED ON SITE MO MAINTAINED ON A REGULAR BASIS 5. VEGETATION BERMS SNAIL BE USED IN OCNJJIICTION VAIN SILT FENCE TO REDUCE STORM WATER RUN OFF. & NATURAL VEGETATION SRNS BE PRESERVED IN TIE INDICATED AREAS ZONING NOTES LOT ZONING: EL-1 LOT SIZES PARCEL C (11.5 ACRES 515.188 San) USE: RESIDENTIAL ACCESSORY USES: NONE PARKING: 4 VEHICLE SPACES PROVIDED DEN5FIY: TWO (2) DWELLING UNITS LOT OCCUPANCY: 2.5 PERCENT MAX. (128.707) ACTUAL LOT COVERAGE 5%•[30.385) MIN LOT AREA: MBES,. LOT WIDTH: 100 FEET REQUIRED VIRGIN ISUND ZONING REQUIREMENT FRONT YARD SETBACK: 15 FEET SIDE IS FEET MID REAR YARD SETBACK: *FEET MAXIMUM HEIGHT: 2 STORIES PROPOSED HEIGHT: I STORY 1 SITE PLAN SCALE: :•-3(1 -0- 01.0101.0 7 E D C B not MOO* 1110•410 0014IATAVII laredian Design Croup Sellick••••••••0 1.0.•••• M.33 Cre."POs G20.. Qaa% Omen Cw 9.0410 lar VS. "14 Wine• W04 Wkptcnot 777./600 tam 340.717.16:4 .ere lanetsVekoesadAsl Imo w was. su.s• 04nIVri ea 011any. rj....t.r .77JEntr . 413:7 .t. LITTLE ST. JAMES MAINTENANCE AND WORKSHOP SURFING PROJECT PAACO. C UM( St IMES U.11.1 OME 9.1S-15 0•Aroay. KRB. OfttADIY, KRAL .."0.0? J.P.W. roall:C110: 15-001 MST/A C1.0 PARTIAL SITE PLAN EFTA00258638 • E D C B A 1 2 3 RETAINING WALL SCHEDULE H B A b c V-8ARS T-BARS 0-BARS 4•-o" 2'-8" 12" E-7" r #3016-#3012" #3016" 5'-O" r-3" tr 2'-2" 5' #4016" #4012"#4016" Ir-0" 3'-r t9" 2'-5" 8' #4012" #4012" 94012" 7•-o*(-2- 1r 2'-6" 12" #4012" #4012" #4012" 8.-0 4'-8" tr 2'-ir 12" #508" #408" #44810" le-0" 5'-2" 12" 3.-2" 12" #508" #408" #5010" 10*-0-5'-g" 12" 3'-7" 14" #508" #408" #5010" 11'-O" 6'-7" 12" (-1" 17" 9508" #408" #5010" 12'-0" 7'-3" 14" 4'-7" 18" 0508" 9408-#5010" 1 1 2'0 WEEP HOLES 0 (-0" 0.C. OR 4" WEEP HOLES 0 8'-0" O.C. 3' V-BARS I BARS CRUSHED STONE 0-BARS T-BARS RETAINING WALL SCHEDULE SCALE NOT TO SCALE C20 C2.0 2 ao I as I.— W Otall LOW fbcPC ILCIU ruilrocc WM Ma • IC oz. KV. DOUBLE EROSION CONTROL FENONC TYPICAL SEDIMENT SILT SCREEN DETAIL SCALE: NOT TO SCALE 2 PROFILE OF ID3STNO GRADE AREA TO BE EXCAVATED RETAINING WALL 4 20 18 16 14 12 10 8 6 4 2 0 2 4 5 6 7 MATCH EXISTING FLOOR SLAB FINISH FLOOR ELEVATION 10.St 54t Mega= lal;1101TFIW 3 =las SITE PROFILE SCALE: 1/8-.1%0- 5 6 7 00.4013/013 larecrsan Design Group Ha 33 Oareinatv Cluvres Chaein Poster &a CCM St Texas. U.S. VISA IMMO MOS Siphon' 110.177.1(40 tax 30.1173001 Ondr2Oncontnt urou.norouorourrer—. ""`"="trrrorolt1.4 LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT 'sat UTILE ST Mu, S U SY I OAR 915.15 warm KRA. 0.1040 SY. KR& SITE DETAILS C2.0 EFTA00258639 2 3 FOOTING SCHEDULE Ws DIADOCNB a Far mans OMER FENFCEICSENT W al: X0 DOTTUI TCP n A 7,rx Or 0118 040 aION Oro C. S ice go ponce, too WAS OP e011en All MO rthO COMALO Cif•M COLUMN AND PIER SCHEDULE IR ONO PORCOOLT MORO W • W 81004. SRI PI Bons, OOPS 8 Or CONCRETE BEAM SCHEDULE MK MEM MR480:ff MR MR W all TOP ON ICON 0 IT • ar0/81 OM 10.5 ea 0 r 0 QIN MUNN OLAN MIN DIA1811.011 VON PM MO.203% £4 TOP SML AT L/S WC MO Mr OA 'MOURN MO) n r. w Ws DA coo nor 1084N ON INSINIDIAST NA Of OR URN roc FOR NOM WA SI UN IIMEL 0 la 118 SR Al LT OC TRIAL 0,00 WHAT KAMM Of RONO OUT LINE OF RIGID FRAME STEEL COLUMN ABOVE 1 *0 INA (10)05 VERTICAL OS TIES $:06' 0.0 (2) TIES AT TOP OF PIER TYPICAL • — • • — • • PIER DETAIL SCALE ma* EDGE OP GRADE BEAM 1 2 3 4 4 SLAB NOTES Al 5 T CONCRETE STAB TYPICAL REINFORCED WITH X4 BARS AT r cb.c WELDED WIRE FABRIC (tAVF) ON 6 MIL POLY VAPORBARRIER. TYPICAL 3* COVER FOR SLAB ON GRADE. "Re OI W VII TV 2 COLUMN AND FOOTING DIAGRAM DETAIL MILL HOT TO SCALE NOTES' 6 1. ALL CONCRETE SHALL HAVE AN Fc OF 3000 PSI AT 28 DAYS 2. ALL REINFORCING STEEL SHALL BE GRADE 6008 Fy 60.030 PSI 3. ALL CONCRETE WORK MALL BE AS PER A.C1 CODE 4. PROVIDE 7 W.N. COVER FOR SLABS. BEAMS. AHO FOOTINGS RESTING ON GRADE 5. PROVIDE MIH. COVER FOR SLABS BEAMS. AND COLUMNS AS PER A.C.I. CCOE 8. FORMS UNDER SLABS MID BEAMS SHALL REM6.91 IN PLACE 14 DAYS MINIMUM 7. ALL AGGREGATE SHALL BE CLEAN AND FREE OF ORGANIC MATTER 8. DESIGN LOADS SHALL BE 100 LBS P.S.F. LIVE LOAD AND 66 LBS P.S.F. WINO LOADS 9. ALL STRUCTURAL LUMBER SHALL HAVE AN FD Of 1360 P.S.I. MIN. 10 ALL STRUCTURAL LUMBERSMALL BE GRADE MAIMED FOR STRUCTURAL USE 11. ALL LUMBER SHALL BE TREATED AGAINST TERMITES AND FUNGUS 12. ALL MASONRY WALLS SHALL HAVE A MIN. VERTICAL REINF. WAS AT 1.4*O.C. ARO HORIZONTAL RUE. AT IV O.C. 13. THE CONTRACTOR SHALL NOTIFY DIE ARCHITECT OF ANY DISCREPANCIES IN THE DRAWINGS PRIOR TO THEIR CONSTRUCTION. 14. ALL FILL DIRT SHALL BE COMPACTED TO 95% DENSITY MINIMUM It FABRICATE STIRRUPS WITH A 135 DEGREE HOOK AROUND VERTICAL BARS TYPICAL MO I SOO 5 6 LEGEND FCJ FLOOR CONTROL JOINT SIS SLAB BASE REFERENCE Th .% ELEVATION NO. -1) SLAB ELEVATION PIO. LINE INDICATES BOTTOM STEEL TEMPERATURE STEEL IN SLAB INDICATED OVTUNE OF FOUNDATION FOOTING BELOW INDICATED CUTUNE OF WALL ABOVE FOOTING X4 TCP BARS AT 24.0.0 TYPICAL AT LENC4IT/5 THE MY SPAN CHANGE IN SLAB ELEVATION THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION. THEY SHALL FOLLOW MAINE MANUFACTURER RECOMMENOATIONS AND REQUIREMENTS FOR THE BRACinG AID SHORING OF THE POURED CONCRETE WALL SYSTEMS 7 E D C B ferASOPM OAR lew/O.5 OTASOJN(11 JDG Nreclian Design Group a-Heopw4 WY.CwnY0HeW Poi OR ROM St TIIt4rLV6 W9 MR COM Mototo yp INNO0 tux 3141/7.1601 Prns../Q4aHanntswi 6.1•••••..01IllifiNSIA4•1••••t•I C. ISNOS,I4.1 •••I•t• MSS V SSW% ...•••• • edio s dad.. NMI M.S. 0 NW, SS MT IS Fa hi WI 0•1 SI ASSN IMO VI ••• St la VOW MI SP CIRO MS. SAO I'Lla LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT NAM C unte ST .MMIS ONO MR 9.15.15 puns., KR.B. OifONN K.R B. 100A8860: 15401 COOPaCI IOU VQTMl S0.0 SCHEDULES EFTA00258640 I E 5 0 z C B 2 3 71'41/? EXISTING SERVICE 3Y.9112 EXISTING SERVICE BUILDING FOUNDATION PLAN Sete 1/8".1'-o' BUILDING — P1 EXISTING ELECTRICAL MAN HOLE $1.0 I $1.0 PORTION OF EXISTING BUILDING TO BE REMOVED 4 EXISTING COLCRETE SLAB TO PairkIN P1 SEE NOTE 4 P1 SEE NOTE 4 /15 P1 API EDGE OF EXISTING SLAB 6 20,-0* F'P P1 EDGE Of HEW SLAB EDGE CF HEW SLAB 1 P1 7 GENERAL NOTES: 1. EXISTING CONCRETE SLAB TO REMAIN UNLESS NOTED TO SE REMOVED. 2. CONTRACTOR SHALL REMOVE AU. UNSUITABLE SOIL DUNG EXCAVATION. THEY MAU. REPLACE WITH STRUCTURAL FILL AND COMPACT 9S% DENSITY. THE CONTRACTOR SHALL TEST SOIL TO INSURE THAT THE REOUtPED 95% DENSITY PROCTORIOS BEEN ACHIEVED. SAW CUT PORTION OP IDCISTING CONCRETE SLAB TO ACCOMMODATE NEW FOOTING SEE SHEET $0.0 FOR SLAB NOTES AND LEGEND. E D C B A A 1 2 3 4 5 6 7 IC DAR MOM PDC fa rettan Drat., Group Ma 33 cremnpes r.I.e • Cw.tes WV* PCSIMo Scat, I St Then.. V S IlLecti PAM lotoNtr M.10:0 SCO 777.H01 Scat rtraro'orm.rpes., LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT rAeaC UTIU Patti USW DAM 9-IS-IS paw in KRD. oat/toy K.Ra MIOACT 10: 15401 COMO= kik *Ott 10a S1.0 FOUNDATION PLAN EFTA00258641 D C B 2 7V-3 trr II? EXISTING SERVICE SLAB PLAN SCALE: /8-=1.-0" 3 COSTING SERVICE SEE SLAB NOTE Al EXISTING ELECTRICAL MAN HOLE Si.'SI .1 4 C.J r-r radr/ZEZ Z. 7. SEE SLAB NOTE Al TRENCH OREN 5 9 EDGE OF EXISTING SLAB SEE SLAB NOTE Al WASTE OIL PIT SEE SLAB NOTE Al C.! WASTE OIL PIT SEE SLAB NOTE Al 12' 6 SEE sus NOTE Al SEE SLAB NOTE Al \\\ EDGE OF NEW BLAB EDGE OF NEW SLAB 7 GENERAL NOTES: EXISTING1. CONCRETE SLAB TO REMAIN UNLESS NOTED TO BE REMOVED. CONTRACTOR SHALL REMOVE ALL UNSUITABLE SCR AND PURUN EXCAVATION. THEY SHALL REFUGE WITH STRUCTURAL FIU.ANO COmPACT95% DENSITY. TIE CONTRACTOR SHALL TEST SOIL TO INSURE THAT THE REQUIRED 95% DENSITY PROCTOR HAS BEEN ACHIEVED. C.J CONTROL JOINT E D C B A A in Dolt IS "Ad 0:ilatlun bsecrost Design Creep inness..--se-nesenne- 11033 0101Arpen ONO • Gales Oisla Poe PS tote2111 Mina US. Viva Mod& 00104 Ida 1.0.117.11004; 30.771.1401 eaustInS•1204x.mittnel LITTLE ST. JAMES KOJNTENANCE AND WORKSHOP BUILDING PROJECT PARCIit C Ulna St PAILS USW Pat S.15 Muni rt KRA. antat00." KR.B. insiarrka: 15401 OCS:1104 S1.1 SLAB PLAN 1 2 3 4 5 6 7 ;I% EFTA00258642 E D C B A 1 c>i 1 2 3 4 11.-3 EASTINO SERVICE BUILDING CISTEF1 STORAGE STORAGE SERVICE BAY P.REA STORAGE STORAGE 25`.0 STORAGE is 20‘0* 20"-0* 5 20%0' 6 217.0' 12%0' 374' vAYu 33%2' D,aaa- AM lit EXISTING SERVICE FLOOR PLAN SCALE: 1 Pr= .-01.EVADING EXISTING ELECTRICAL MAN HOLE A1.0 I A1.0 2 3 N 8P-0' ROW 2%1' U ‘Lr "4/' —I 1.-1 i / I IQ] I VIM " . OUTLINE OF EXISTING BUILOPIG !VOX MP LinIJ r4-c—Y1 ockin-11ry 0 O -- I 8 4 5 6 7 2e E C B la °Mt (.w.,11.14.13 JOG 11-redim, Dnipl Creep N> 33 Detain's Gide • tonal Pant Oro, eat 623 9/ Tioras.le9.1.1,Al•ee-somoi 64110,4W141777.14,01u, 1017710H eerul )10144,Zit, 4X+,4•Intt 10.•••••••••••••••••••••••••••la unix ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT WM< Innen Ann 'MVO -It 9-15-15 past KR.B. •NISIOIrc: KR.B. ImOICCTI10: 15001 COMUCTICI: aCtINO: A1.0 FLOOR PLAN EFTA00258643 1 I 2 3 Ti'-) 1/2* EMMY: SERVICE E D CISTERN BuKCMG STORAGE STORAGE 4S-9 I/2' ExISTBC SERVICE BIALL/iNt., C B 1 AI.1 I A1.1 A SCALE: 1/8.-1.-0' 2 1 STORAGE FURNISHING AND EQUIPMENT FLOOR PLAN 3 STORAGE STORAGE 4 20%0' 20W 5 20'47 6 .4? 4---- -r - - - i 4 5 1 6 7 7 0 0 0 0 0 0 0 0 NOTES: UGIIT TRUCK Tin CHANGER 120 VOLT 1 PHASE HEAVY TRUCK TIRE CHANGER 211 VOLTS PHASE ABOVE GROUND ELECTRICAL 4 POST LIFT 23CM80 VOLTS PHASE WITH PNEUMATIC LOCK ABOVEGROUND 4 POST LIFT ASSEMBLY 220450 VOLTS PHASE TABLE SAW WITH VENT AND SAW OUST VACUUM. 230 VOLTS PHASE BOLT IN SHELVES WASH BAY ORAN WASTE Oil SPILL DRAIN et-AGENCY EYE WASH AND SHOWER ASSEMBLY SASE CABINETSTOTH STORAGE SHELVES PROVIDE COMPRESSED MR AT= LOCATIONS E D C B NEWSOM Pala JDG Jartesan Do lga Group ,I4,0•4•0frose .0.wo*Omem AmOentim42.4 Si. Waft. LIS .441% lattlaa HAMommao.m.i00 Santuoi «fait wesseipoompwinn Mii==== *LIU tiaallt4"""nl.• aris•ZZL Al IS tat% 41.•• NO Ca••••••••• M11 We ••/•• al. IN Pin KO N. %WM .../••••L .1••••••• ••••••••••••••••• ••••• NP ••••••I• OW ITN. •••••••••041. LITRE St JAMES MAINTENANCE AND WORKSHOP MMHG PROJECT rmceLe WM ST !WS WOO an 9-IS-IS Caen.: KR.B. Oita= St 154301 COaallt wrw A1.1 FURNISHING PLAN EFTA00258644 1 PRE-FINISHED METAL BOX GUTTER E pN D 2 EXISTING SERVICE BUILDING 3 CONCRETE ROOF STRUCTURE NEW PRE-FICIED C METAL ROOFING WITH VINYL FACED INSULATION OVER COSTING FRNANG B A 7 / EXISTING CONCRETE ROOF DECK I 4t.9 ire DUSTING SERVICE BUILDING 2V.0' NEW ADDITION 2/T-7- GABLE-END WALL PRE-FINISHED METAL I EXISTING ELECTRICAL MANHOLE RIDGE CAP FLAMING 1 ARCHITECTURAL ROOF PLAN SCALE: AI.2 I At .2 2 3 4 5 PRE-FINISRED CAL ROOFING WITH VINYL FACED INSULATION WO' 6 PRE-FIMSNED METAL BOX GUTTER Da 1•••••.1 4 5 "rt. 1/47 PRE-FINISHED METAL ROOFING WIN VINYL FACED INSULATION CAP FLASHING AT GABLE-END WALL PRE-FINISHED METAL RIDGE CAP FLASHING \\- PRE-FINISHED METAL BOX GUTTER 7 E D C B RIMIN010 ICI Part. µWRO CO.SOCOMN till!) Tarestion Dolga Group Ks II Oteariplea Gado Chem^. Our*: Potters:. Oat MN 6lMama. VA Yetis Nada 00034 IMPabutac 34011).1400 Yc 102.7Matel amt: lamlan212.Wwerelea1 LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT PAPS. C N11106i YACS USW Dug 9.IS-15 coumere KFtB. oallnIOST. KRR APPROVIDIPt 1.10/Ctii0: CO.TPACT IF,. 7.ttl NO; A1.2 ROOF PLAN EFTA00258645 1 E C B NEW PRE4INISHED METAL ROOFING SYSTEM WITH VINYL INSULATION OVER EXISTING PURIM PRE•FINSHEO METAL SIDING OVER EXISTING FRAING EXISTING STOREROOM AND CISTERN IN THE BACKGROUND TOP aF RIDGE 2 _ 0 LOWERED EXHAUST FAN VENTS NEW PRE-FIIMHEO METAL ROOFING SYSTEM WITH VINYL WSULATION PRE.FLTISHED METAL SIDING HEAVY DUTY ROLL UP DOOR ASSEMBLY 17-01Vx IC.011 -12 1112r --- 0 12 0„y23 1111 tl I ---4 5 LOUVERED NEW PRE.FINISHED METAL VENT ROOFING SYSTEM WITH VINYL INSULATION © 6 0 HEAVY DUTY ROLL UP DOOR At<vlAtvLY 1Z.OTI x 164II SOUTH ELEVATION SCALE: I /Er= I.-0- PRE.Flu SHED METAL 2:09,0 7,4tit EXI5111 G E ECTRICA1. MANHOLE WITH NEW ALUMINUM SPRING LOADED COVER A2.0 I A2.0 LOWERED VENT 0 HEAVY DUTY ROLL UP DOOR ASSEMBLY TrirlY x 1P-0•H ti• 2 NORTH ELEVATION SCALE /8-=':- 0" A20 I A2.13 HEAVY DUTY ROLL UP DOOR ASSEMBLY 12TOTIN x TGWU 117171S1 6 FASTING STOREROOM AND CISTERN IN THE BACKGROUND TOP OF STEEL FRAME 7 E D C B A A 1 2 4 5 6 7 AMOS NC. CAR MPS, 004,AWITt laredian Design Group Mtn coarekerm Gad* • Cif.rs Oat. POO Me 13.121. St Triecmc. VS.Coca Mfl 00:111 k1000.4, 340 1773W) fa, 340177.1401 • CAC i.c,c3w2C,Paanisrtrct 7==.74,7.=.=" LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT NACU. C urns. s. res USVI urt 9.15.15 tonna. K.R.B. °doctor,' KRA unovto re: J.P.W. MOJICTIKU 15401 *mama KG: A2.0 BUILDING ELEVATIONS EFTA00258646 1 PEW GRE.FINISHECI METAL ROOFING SYSTEM WITH SANYL INSULATION OVER EXISTING PURUNS E C B A PRE-FINSHED METAL SONG OVER EXISTNG ERASING 1 2 1 111 113 EXISTING OULDittO HEAVY DUTY ROLL UP 0008 ASSEMBLY 1210'W x 12-011 NEW PREPLAIISHED METAL ROOFING SYSTEM WITH VINYL INSULATION PREFINSHEO METAL SIDING 4 I r 5 6 0 0 0 0 111111111111111 LEI, IIEUBb Int I II pgl li 11111111 I ILNILEIEULIMI I TtaKCAD= I 1 iri a 7 TOP OF STEEL FRAME LOU ERED V NTS EXPANSION JOINT EAST ELEVATION SCALE: I /8.-1.- A2.I A2.I PRE.FINSHED METAL SIDING 2 A2.1 NEW PRE FINISHED METAL ROOFING SYSTEM WITH VINYL INSULATION 0 0 WEST ELEVATION SCALE: ;Pr- I.-0- A2. I 2 3 LOWERED EAkkl. FAN VENTS OUVEREO GUYER D VENTS VENT 4 5 NEW PREMNISHEO METAL ROOFING SYSTEM WITK VINYL INSULATION OVER EXISTING PURLINS PRE-MNSHED METAL SIDING OVER EXLSTING FRAM PIG 6 EXISTING BUILDING 7 E D C B ma a rasa* talflfts JDG laretEan Design Group No.33 OrortIplos rest Cepa ?..:442,3 a Weer" V S. VrE41,1re..10ta'A Winnte.. NO 777.1(0 sa. 9.021).3501 .rali.iamS,P..12,,por.trre.net LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT PARCR C UMW ST OAK Urn a 11115 KRO. aro:oft K.R.S. saran° J.P.W. Plt0.1141 11001 CafIRACIa. 1141T.104 A2.1 BUILDING ELEVATIONS EFTA00258647 E D C B A 1 PRE-FINISHED METAL SONG WITH VINYL FACE INSIA.A11014 STRUCTURAL STEEL PURUNS PROFILE OF EXISTING GRADE CONCRETE WALL SEE SITE PLAN 1 0 2 A3.0 A3.0 2 BUILDING SECTION 2 3 STRUCTURAL STEEL PURLINS 3 O 4 7 OPEN MAINTENANCE AREA 1FRESH FLOOR ELEVATION 105s ',LATCH EXISTING CONCRETE SLAB BUILDING SECTION SCALE: 1 /4 .11.-21" A10 I M.0 SCALE: /4-E 4 5 O bk.;•2241-::L;A 5 6 7 PRE.RNISNED METAL ROOF ASSEMBLY WITH VINYL FACE INSINATION Cr PRE.ENGINEER STRUCTURAL STEEL FRAME ASSEMBLY 6 7 TOP OF STEEL HEISE FLOOR E C B Na a2 etaUJOLI Elarecren Doi" Group 6 Ne I) Ocerriroplif 6001•00." Oasts Ant Me Bet gm St NSA. Ut Vlign MIMS Med tiligtent 34C017.1600 Ia N0nr.1501 ..1,0*"..Ste.Protal = It= =Zott Ban danwastnan.a• awl mmait Wow new anion 4••••••• UTTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT PAACO.0 *MUST Aut5 VS V.I 9-15-1S KR.B. J.P.W. INIONCT WA; 15-001 CattMel m): Kern). A3.0 BUILDING SECTION EFTA00258648 1 2 3 4 ROOM FINISH SCHEDULE ROOM NO NAME FLOOR BASE WALL CEILING REMARKS tan RI WM RI KWH EAST 13OUIN WEST M411 RI IBO1R MAORI MTh] RI MAIL I RI MAIL I RI 100 LANDSCAPE ROOM CONC. Ea CVJD PNT CW8 PNT EIS MT WS PNT ES PNT VARIES 101 WORK ROOM CONC. ECF EIS ANT CWB PITT CWB PNT CAS PUT ES PST VARIES 101.1 AC ROOM CONC. ECF EIS ENT CWB PUT CWB NIT CWEI PUT ES POT VARIES um WORK SHOP CONC. ECF EIS PNT WS Rif CWB Pia CW8 PNT ES pin VARIES 102.1 AC ROOM CONC. ECF EIS PNT CWB Rif CWB MIT CWB PUT ES KIT VARIES 103 OPEN SERVICE BAY AREA CONC. ECF CVIS PUT WS PM IMS PM IMS ANT ES Rif VARIES FLOOR BASE WALL CEILING CPC T CCEAINETE M AS SELECTED BY ('M4M 0-1 0-2 1X6 NIDI ROUTED CDCES sixus C110 iNwLATED NED, --,A MUDS! X/:1COLE'S ES. nit COM) STRICTURE PAWED 1140111 GCE GPOrr GCVO) FLOCII MT 0/CAITED mai PNT NAMED nNEN DOOR 13CPEDULE MIL _MOIR= RR OTT HAMM KanrE NM FIXES EVANS • T 0 ROILED DOWN SHUTTER 144' 144' POWER OPERATED ERN MANUAL OVERRIDE O ROLLED DOWN SHUTTER or 96' 0> HOLLOW METAL HOLLOW METAL DOOR AND FRAME O HOLLOW menu 40' 84' HOLLOW METAL. DOOR MID FRAME O LOWERED DOORS 36' 80' O ROLLED DOWN SHUTTER NT 96' (=> HOLLOW METAL. Tr AP HOLLOW METAL DOOR AND FRAME O LOWERED DOORS 36' 80' O ROLLED D0WN SHUTTER 144'197 POWER OPERATED WITH MANUAL OVERRIDE C• ROLLED DOWN SHUTTER 144' 192' POWER OPERATED WITH MANUAL OVERRIDE O ROLLED DOWN SHUTTER 14.4.192' POTTER OPERATED WITH MANUAL OVERRIDE sa> ROLLEDDOWN SHUTTER 144' 192' POWER OPERATED WITH MARVAL OVERRIDE 3 518' METAL STUDS AT 16' O.C. 1 74T) A4.0 ST CEMENT BOARD SHEARING 11'SLCATION WALL DETAIL TYPE W1 SCALE: I'=1'-0' 1 2 3 5 8' METAL STUDS SS' CEMENT BOARD AT 1r O.C. SHEATHING 2 A4.0 RESVLATION WALL DETAIL TYPE W2 SCALE' I I •- 0- A4.0 4 5 6 6 7 7 E C MR 44:10110 CONINANDS rStill 1444•Ean Desisn Group NANA1n•ANA.A.A 1AAr NAM OnreiNEAS .0.0•01 ONSAN Pay1O11sko122B Maui. 10.1•110E0dieda Nleptcati•DIST.NCONNIMAY7F.10)1 °ea Peamtmi •=4.911==. LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT sweat Lent m SAWS tAlvy one 9-15-15 KftB. KRA. yeteHeen Mita No 15-001 ccomucrue: KIT MOJ A4.O SCHEDULES EFTA00258649 E C B A 1 PREFFIISHED METAL SIDING WITH VINYL FACE INSULATION STRUCTURAL STEEL PURLINS k 2 1 I I-thIrl I IFit 3 PREFINISHEO METAL ROOF ASSEMBLY WITH VINYL FACED INSULATION PRE.ENGINEE STRUCTURAL STEEL FRAME ASSEMBLY --------------- SA '44 . • 4 . r - • - ' - 4II:lir- II! III -III- m-mints117-r i-i I0-1 II-1 i i--, i I--, i I-1 i i-i i I--i ii-i I i-, , , .... 1 WALL SECTION SCALE: VC' LO" 2 A5.0 I A5.0 3 4 STEEL CHANNEL HEADER CONCRETE FLOOR SLAB 4 5 kT.5.-0 I A5.0 2 WALL SECTION PRE FINISHED METAL ROOF ASSEMBLY WITH VINYL FACED INSULATION HEAVY DUTY ROLL U1' GARAGE DOOR ASSEMBLY PRE£NGNEER STRUCTURAL STEEL FRAME ASSEMBLY PRE-IAOLDEO JOINT FILLER CONCRETE FLOOR SLAB SCALE: 3/4.001.-0. 5 6 7 / I El I I -M=I I II I lE1 " 1I I Italm =I TILL I PA I I l- 3 WALL SECTION A5.0 I AS.C1 ttCALE: 3/4'•t. tt" 7 railICKS .0 CAI% laveitc3 Co.P.Itarmil lila Jarcdizn Design Group Mtn Ofmtelal0400.0atiOtilr PNICROO DOOM EL Tory. LIS YAMNIAMI MPH ▪ 3407/7.16:01m SEJ277.1101 •titaltIstaletettemaketna ries. Ivreetageast•art ImINHYN•INIIHNH•a••••••••Ury Wit donvIr 0."0.101•••kik LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT PUCCI C WREST JAGS UAW MR 9.15.15 CC/MINIM KRB. <KOSOVO KRAL MORO OW 15-001 COMPICI, imart4cu A5.0 WALL SECTIONS E C B A EFTA00258650 1 PTO NEOPRENE CLOSURE 3% SOLD WOOD MAIER PRE.FRIISHEO ALUMINUM GUTTER ASSEMBLY 2-CIO PASCO. WRAPPED WITH METAL PRE.FINISHED METAL WING WITH VINYL FACE INSULATION ROOF FLASHING DETAIL Pall MA SOME: 2'-1'-0e 3 A5.1 NEW PRERINISHEJ METAL ROOFING SYSTEM VINYL INSULATION YOWL FACED INSULATION STRUCTURAL STEEL PURLINS PRBEW3INEER STRUCTURAL STEEL FRAME ASSEIABLY 'Agin. SIDING SEALANT COUNTER METAL HASPING WALL FLASHING DETAIL F.5.1 1 2 3 FRE.ENGINEER STRUCTURAL STEEL FRAWC ASSEMBLY METAL RASHITIO WITH CUM REGLET EXISTINGCONCRETE ROOF BECK 4 5 2 N5.1 EAVE DETAIL RCM DAP FLAWING 3 % SOLD WOOD TINIER OPRENE CLOSURE STRUCTURAL STEEL 6 7 CO,AtA.TAA fare:Ban Gear Group AA ins...kaa/Cancehromp• No 13 DietetecarCAM•ClaWAONAtes PAU Mau CM St DolaUALWOmbiumil ROM IdiCOCIa MM.** 43ea.Rl.Ila1 SAID Plid*SMAWASAIMIA .7,S=Stretrra. LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT PAACCL C ST !WAS v.a.vJ 9.1}15 (*.may KR.B. OCos irk KRA. -a 15.001 -tT 004 A5.1 WALL SECTIONS A qF EFTA00258651 E C B A 1 2 FOOTING DETAIL AT PIER 1 2 7z SEE STEELS/4OP DRAWINGS FOR ANCHOR BOLT AND BASE PLATE 3 STEEL COLUMN SEE SLAB NOTE Al • 4 a • I I I-I-I I IffiII III III II II III I -1 I I-I I I-I III III FOOTING DETAIL SCALE: Viols-0e A5.2 I A5.2 SEE STEEL SHOP DRAWINGS FOR ANCHOR BOLT MID BASE PLATE A5.2 I A5.2 SCALE: I 'or -0' 2 3 4 MIL VAPOR BARRIER IS MRS TOP AND BOTTOM@ 6' O.0 COMPACTED STRUCTURAL FILL 4 5 IT COVER MINIMUM • 6 7 STEEL COLUMN TYPE B2 BEAM SEE SLAB NOTE Al .ei II Hill" ' I "" IH H III III LIL VAPOR BARRIER 3 FOOTING DETAIL SCALE: r-1'—O• A5.2 I AS.2 -I I I I I—II 4 SEE SLAB len At GRADE BEAM DETAIL MI5 BARS WITH$3 TIES AT s• O.O A5.2 I AS.2 MI Id BARS 1ff I ICI TIES AT IV O.0 5 5 FOOTING DETAIL AS.2 I ASS 6 7 /45 BARS TOP AND BOTTOM or ca.c COMPACTED STRUCTURAL FILL E C B A 11040,14 NOVACII COvoa }median Des%n Group •••••••••••••••0•401m4411.4 Na)304,4140•M Gab -Owed% 000W Peg Ms On 621.8 IXTNnp.U.A Yrtouloeuoteor Wuhan& 31.777.16(0 rev.3,01/7.1401 /41,4142*.ivionment ono lor CM SEW. wag. PIPIONISNC• =..1====== .4".• sew am savo. on wan ante tenon /nal. ••••=4.1.0•100 LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT MCA C UM! ST.I414:3 YAW akiia 9.15.15 ICR.B. Doonoen K.R.B. PROXP.4: t5-O01 COVTIUCT.O: A5.2 WALL SECTIONS EFTA00258652 E D C B A EXISTING FLOOR SLAB AND FOUNDATION HALL 1 I 2 ITT IJ 11, SLAB DETAIL 3 CONTROL JOINT /05 COWES AT 12' 0.0 I yr 11-0" A5.3 1375.3 2 SCOW r-r-r SLAB DETAIL WAL£ 1%.1.-0" TYPE SI BEAM NEI BLAB NOTE AI VAPOR BARRIER 95% COMPACTED STRUCTURAL FILL PRE-MOLDED JOINT FILLER EXISTING SLAB AND WALL TIECKENF-0 SLAB EDGE A43 I A5.3 3 TRENCH DRAIN DETAIL VEHICULAR RATED TRAFFIC TRENCH DRAIN GRATE SEE SLAB NOTE Al COAT INSIDE OF DRAIN WITI4 FLUID APPLIED WATER PROOFING MEMBRANE A5.3 1 A5.3 SCALE: 1-z1.-0- 2 3 4 4 5 NOTE'. LOCATE JOINTS AS 5.+ONN ON SLAB PLAN 1/C MAX 4 SOFTCUT WITH '10FISAW 95% COMPACTED STRV.TIJRAL FEL CONTROL JOINT DETAIL SCALE: NTS A.5.3 I *5.3 NEW CONCRETE CURB (2,114 BARS MEARS AT 12'0.0 DOWELED IN TO EXISTING SLAB MO ANCHORED WITH EPDXY h 5 A5.3 SLAB DETAIL COSTING SLAB A5.3 SCALE: 1",, 1' -I)" SEE STEEL SHOP DRAWINGS FOR ANCHOR BOLT AND BASE PLATE CONTROL JOINT ,111-L7-4III, I 6 SLAB DETAIL I—Fl STEEL COLUMN 05 DOWELS AT 12.0.0 OWING sue l'-o" I A5.3 I A.5.3 sou: r-r-o• 6 h 7 05 BARS AT 6' 0.0 TOP AND BOTTOM COMPACTED STRUCTURAL FILL VAPOR • BARRIER 7 E D C B A1119000 IC COAL coalmen JDG 'artisan Design Group saw% winanKaaliewail• /4 33 Dieninple &di • Cont• Draw Fail Ora •arw. TbaM• W. 'Sr MM. COM ICIIO/Ont M.m.I 0ks 140.777.1101 NAM BroMAZIPAN•Nolum LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT MUM NTS ST 44.41; U.SVJ tine 415.15 warn: KR S. Oen° tr, KR.B. awamer J.P.V/. MACHO: 14001 OCCIVCI Kt: A5.3 DETAILS EFTA00258653 E D C B A 2 AIR COOLED SPLIT A/C UNIT SCHEDULE OW COI.= 30-? 00-2 NICE 6100. WM MCP MP O. VW. AC OLISET AC 0.0. 01.494 ISOM . 15a 303 WTI .....1 110E 10.0E 1.1.1.1 ,r,,,,,,,, 10.156 T.. OP 1100 1(00 W. CIN 150 150 - 9 /00015501 04.51K CO TO 06 06 . TOM1/1O1 IP 1.-0.10. o OWN. SOIWE 610.0 2512-V-6. Mt., 65 MT WOW W. WA . O. TA ..3 COL CM 110, 1. _ g vAal0M WANT VOW MOO W. -f/ OW W.31 W0.. M. V 16000 . MT. AP 11601 1 WM 100. /63 SSW = Mf NO 7.921S WM IS, KW We = ee § MX NJ. OP., WI — — OP 2600301 01-1 01-2 ECM 00.0 SW. WM 113. T. Or I. P... MX.. TOMS/. 1/1.0 A0 NOON .109. 100 • so 16 1 ,.., 3 110 1w No a COT.. MI % OM.. .11 WO 3.1. .0 cmarr =tam IT .A 00.5350N . 141 101 0.16.0E 9414AvAME 20.-16-4016 7.-14-600 1.1 110.1100 WO .115 0.1:0700 WS . 1,0 OE....QM WOO.. ‘..,m,,,,,, W.. MO.. R.I. .1. =TS IMOD. NES 9.11 IT PSW.0 P. SIM lo 0=1.11.11.7 14.1.011761.04-1. NM.. OM MTS. 991L COO. 1./1.0.64.1.75 1116 1.1.I 0701P. 0.1. 961 .. xi. MOW. COMMA Ms E0.11.1101.1 M WM.. 1. Z WTI WS OE P.M POMP= srt. Sv=f) te. TO 91. OTT WEN fa. OF filk. 1.'tR.6 35514511WM. 15.6 ...d .070.5. 5.1.3 9114.1. MOM 7090011 74/01.. 6.0.068 WO SOIL 111 MM. 110. CCOM PR...1 VENTILATION FAN SCHEDULE WO 01.110.1 0-1 0-2.0 W-3 SW SEM 1.0961. .01 OM 93.. WIWI 9501. IT NW opt.g. 51.4 1116 WO NCI 1,5 1.4 MERWX =IN .001 WWI WOO. IT.G 0.1. CELPO MI off WM M-IPZ 1 TOTS.. CM 2.0 4112, 3190 CT. MI O10 OTC" MC 1.1 NOM MIE 1011P5. Cd110. 401111. ON CP MO TY WE - - WA13116111 WO On MC T. =WC MM. '1% I 464 NOTOR IP 0101 WNW. y 1 TAY 1408 SW. MN - SW. MOM. Or - SCS. 11:07. 01.1301.51.4. T.. 11.-14-100 fi. rat 11.19.20/10. 0.4.0 WOWS/ .5.110110.1.1 MOS. MOWN 0.11.11 1614150E 1.46. WED 9.1604 SO-160-1 30-160.4 .T1C1 WW1 SS . 11. W. WW1. 101. IN. - - - I. MOP - .103.5.1 7.311 8... 080 VOMIT CAW. 1 ID SO ID OPOSCREEN aalRa - - - 9.4030.1 0.... - - SU WOW SSW. 0.110 - - - 10.26 MT 1.1 MM. 9.1. Xi IN On i1.. WO 9401. IVef T. COMM .521 16.1. TAR 5.130740706 COMM. =NUT PM Mil 10. VPS S.J. a 0.7.1 COOED 1 2 3 4 AIR DISTRIBUTION SCHEDULE . PR T. .101(230.3 Mt WELK 1.1, . WIE 0.1. INT op, V MVP 51. CS. 11116-1.1 V OM., OPITI. WS WW1 .050071 01.001-0M6.11 V 109 701.1 ,... 0110,-,10. 313. L 0.361101 CM= 2011 IS 01 EMI. CITL.005 MOMS .. CM. EC.. SP ..= 1.91 to. 051133.61. OWL a 65 S.C. PI MO.. AIR BALANCE SCHEDULE t. NOM ON. WA roa 100 11.01.34 ARV PP MAP PP 0507E AR MI E. OW RES Ell NOW -4 1. 1010 1053 1420 150 Tm 153 150 020 6 AIR CONDITIONING LEGEND 518004 OESCOIPTION 14.110 CO▪ M 0.931 COOSMI OM. 0. w.vrr 11.021.37. • .05 • ICC .0.1t 1060.15, WOW POLOS MM. PP= OS= Alt 1110.0.3 MINNA TOWN Aft M. COM 101 RECCOS VACI DM. ON COM 117.L4 MOM 0.000 GOWEI 1111.1 NAT ON 0.19 TT 0.15 9111. MI. MAO. 191.131 GO 1 AA 03.......304 .01.033. 0. • INC1 MWITI • OAT /CM C444.. MT.. OM NI O. SIC. 1.114 Sc OBER V/ 66.1.0.1 O. WIPED CWT. 1..001.3. PAPE EON. rAl DESIGN PARAMETERS WIWI COTO.. ITEM MANE Mtn WE. WOW WU COW. 70001 RON OUTDOOR AIR REQUIREMENTS FOR VENTILATION (09004€ surom szI-20I0 SCA 0.01.6 OWN NG O... TOL KIPS OPOLOI PG 06110M/01 OA P.P. . 1411. RCN I004500 3. oncoo) 04 9.1.10:0 . OW MIS PO .a NA WO 001 PA 39/55 .... CM ST/ . (.2 0111... WM WO — 4 5 0.03 I, 150 .-3 ISO — a 5 006 111 1. 3 4 5 6 7 HVAC GENERAL NOTES L Mt WIC DTP 10 It 0..01 011 NOWT MOW TM 511 LANS. MEP. PIO 01.107. PC.. ISII 16.10.1=1.1. 50.741. 0410.0 ICS 110 .11101 OF 1. CWT.. MINI .Orm Cm W.= .00/01 PPM L COMM 3104.1 AV, P.A, 0.703 40 014.12 SKU. M.O. NO SPX WIN . GOER PAM 303014 Plt. A I 16911.. 1 AL NW MEL OE MOOT= 1101 WO TWIST.. 1.3.151. Pl.. Or COMMO AA NOS COAT. TM X/ MO. 03. O 11/..6 S 4 .1c. 9011 EIE COS M VS..; WM Ilf 1.31. E.. Of OS 1013193001 COX 410 Itell 0.3 1.10 3. n3633E I. PLIT 31.4.0 a w1RN4.cHG115..0010.90 RR OF 01 TON .41 T. 314..0x. 0000 /IL ....123S WV.. TO 0.06 1.1.01/2 LWOW Mew. Cti PP 55 WS OTTO. .1.411.11 6 WOW. 0.1 COMOM 4111.001 9.419 ItOlIMEES and OF S 0.021 SSPdCi MOWS. SS TO DEOT. ▪ 0.0x1503 WM ITT. WC 0161 MAE 06049.5. I. 0.1261.03 ON MOlvWGS ..126. 10. 11 =Oa I. IMO= . 0.1. 0.0 5005 1, ASP. SIMTA LISI 51.45. Wol WG ELMO 510 MENMT 0.511... .1.026 marim EU K. 140.1.1011 2.11¢1P.O.Crx. NO ITMO0. 11.1.6E 90.4 163.1. 0.1010.01.4 SOT. 0405 "MI. ANTS MAILE COAL-1107.= MOM TO. kw. MM. .0. OSP.. ACOS/C 2004870000003 W. /011.0.13 P.1176 PMEM TO EC Or .0.13 11. COOT.T. WU. 9.6E N . 190110.661 11.6001 9.1. C.el IS-. MO. 6 11.0.155 MIS MUSE IMMO. Cr 1-1/3,6. 511.00.r /03106. 1.1 1314.110 /11.3503.6.61 R-ME CO. 41 40 CEO. EILOS SWIG PATCOM . VS. W.= PLOW 1. was ors 90RL I0. 0000200.4 511.01.0 MK. NO 01.6-73 Pm 6.03E Ms LAta TOPMC .5110.00111.1 IT. 0.16. 10 IP .41 Mr. 19.00 61,1 P. TM WO. 00000. OAS. 0.11106 POL. O.. ROM C.72 S.1 El LW. TO . ...3 P. WOW. ULM 00.15 9561. MO .901 OM CP CWW. 1-5/2. 96= No.w. 201.0. iot 11.17111 tit 60 00000 V 15/50W 01. 67 NC Pt RP Safi ..193. 151092 9.1 II .. W 11. NO WM IN II. WM WAPO 211.0. COPS ..101 0.1110.3 TOWS Rh. MPS. OE016310 1.7161.1.0. A. 771. POLL 'SEWN 0:113... 0. Al AP C010.1013 0509.. CAMS 0.14. Say 970.0E OTTO.. 0146.0104. 7.. 07.= W. AN 00.04 PM. 51WL WOO MO N.0 ST. COI MOOWL .PAM V Xi.. O . 12 I. PM 11634.1.01 annx: PO mower .6 04.011161. orll lux,AN 00 104071514111 P S. .. 3.15 WM. . . . I10. WINS 24 OPS .31 TE=10. 31,1110.1 WIS. O. 630.. DW I= V.AM PM% ..050 to x. 0111 MP CT 016. Ya1.S POI ORM. 1 BIOME Xi it Aroma 0.61.6 AT DOI OMIT 091. I. WO O MIN. PE . OTROS MOM. WWI .1 MT. .15. 12. WT.. PTO WELK ME106d 51W0nh WM SOM. WA.. COPT. ICS 106 WM PIR WO.. MVO/ ....116 WOOLOCI6.6. 11.19./1 4030 PTO 9011 a 0.4.9 r0.. 5/:. INA KNo= Wale. nrt. OE OS 1'm.9 . TM KN. .110.7. NO 33111 304... 9U 11 P.t. SEX MOS N PM ....PECS 7 E C B A 1.111100 We WM. rEzilvedian DesIEn Group ............., 0,........o. 00 33 Ortol...0050.096.06.4 Pew 0654..0 44.110.10.v.0.0...0000. rogorox 301/1.1000 Acis0 Trr.Not /rooss000stertomuor g"-„-TictlEAVEr UTILE 51. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT 1370..r...t NSW WA 415.15 ppm. ICR.B. 01101. NAIL 15.001 MO.0 MECHANICAL NOTES, LEGEND & SCHEDULES EFTA00258654 'E D C B A 2 TYPICAL DUCT BRANCH TAKE OFF DETAIL FOR LOW PRESSURE DUCTWORK 3 4 MAX BAJO O SVC STE AS IWO, SAN. MANIAS IOST NOT WOW 011CT VASS ROKOAXIOITS WY & WED MA AMOCO r Il WAIIIS fa DTN OUTCA IIDFA TO WOO. ST/AC/FOS AN LOU ULM nas 5 SUSS FOOT Cf IMP C Rio PCP A PAM 5706 10Wda SOW; OK mom /PM= teen STRI (MTYPICAL DUCT HANGER DETAIL EY N.T.S I. 6 7 E D 2WAt4M PLASIC SWP 10 liStIATCAI SW? KUM =Ed ICIAATOI LONI nC SAMMY( RIII:CCRAT SACTOT (IC VMS - 1.104X MAIN OCIVD4 UMW K145 2- MCC SAME FWZCZ011 AT (fl SLAAPOil FOTIZAAYT UOPT MAXIM OACErt tPE SA-13LE Sat/ %TART TYPICAL REFRIGERANT PIPING HANGER DETAIL N.T.$ 2 3 4 5 I 6 7 C B A PO POE CCOIIVLIAVI1 JDG la. <dim Design (gaup ...•=00.1••••14••••••••••• M.1> Cnnelerjes Oade • Onef• Ouster Poll OOP In MA St Maus. US UrMat 00014 loop...m:110 MACAO tAc liaMASOI eena 041.1,120AW.trf layi Pa.. ill...••••nlam... I( IMIWI Jalf.41115.1.00 NON WSW/ •••••• ...rienc••••••••• int. ,. MVO ip• ear fey•p•••••• RIO 44.0• ••• MO IM11...•.••• lia/t/ ••••••••• ICS Mow IASI OM. • •••• Web OP ••••••<01.441.10. LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT C lilt'!. u1\9 O0t 9.15.15 cam. rt. KR& 6.0.“1•0:, 15-001 pacts...arm:, SICET PO: M0.1 HVAC DETAILS EFTA00258655 E D 3 4 90RT Oa OOC1 5 10.01 C..C1 OitZt AIL MCI Pmt WON U0 Less RILL N P50< TWO •011 WA 40flerai nou ..com /Pa SINaW COingInT qCO Sin VIOL RO04 9.1101 I 17.04 10001 0I CCP** • Sawn 12 Ptcc• 91J 16u moot BpR PAI= OM 01P) TOOL NO INt • OX aCT041 Yi11MM ACO3S puns 0300aAa WAN Mt MI 17n. DI PLUM M'S lat WC 9a leatOf v01.4.1,1 60.410,4 n 00k TYPICAL AIR HANDLING UNIT MOUNTING DETAIL 1 N.T.S 1 IRO CT- Ot WILT slrfil3 vet cow =Di Of OIXIDdr. 2 MHz RA AL N, 1010,ATO v0a 9:01nWr/0.011C• Qua Lit We .014 CO NE AW CO4 ONO P 40.1011t WTI W '001O INN fir.-103/ 1a04n1f.aat X0.1.1 C04:00.11 Pit NO /MRS SPOIL It CUM ABU CONDENSATE DRAIN LINE W/AUX. nOVERFLOW SWITCH DETAIL visas no. CAL WA= SLOND 1003!01011 Len WTI ye ea NO MOM WOOt NO P.U13 NO 110091 a4CfaX Pq al LP uint OW= 97Ca. OW Cr 4 MM) Caen AY 0./ tie - 14/10 ClaWCE Cr iDSOIRM1 1.•13 If P.v.C. MIR/ UPONWI.E. fia1.011 WOOL loci= in it/ i.ift W“.01704 • VANA 00:301 Ina vrp 10.1.4.1.01 C • gn1Lc P C. Pit titotAX IX AS 10.00 PT LLCM NO MAIO SZO Ol MOORE TO 11 CNY 01 (AMA MATO XS= Slat ASTLI-A-RS. nCONDENSING UNIT MOUNTING DETAIL \Si N.TS 6 6 7 WALL TYPE CENTRIFUGAL EXH. FAN DETAIL N.T.S 7 D C B 10 04.111 aral• SWUM COMA TAWS ri Amami Dike Gm, /4•33 Dme140•44 Gad* .00440100ebe Psi 0110i UN Ths.4.41.V.0.10•NaCOPM 10001•044 aantiva it01N.MN 0Mt}MI1. tMM ••••••ocsanHp• :Ifirrattritruller LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT MOM c Urns ST JAC USW DAM 9.15.15 mown- KRB. 04=0 In: K.R.B. mumnow J.P.W. MAIIICT .Al 15401 CPC/0<f ita; no MO.2 HVAC DETAILS EFTA00258656 1 E 0 C B F.F-1 2 714W SERVICE BAY AREA 4$911T tam° SERVICE HVAC FLOOR PLAN SCALE: I /8.-,1 3 EXISTING SERVICE BUILDING EXISTING ELECTRICAL MAN HOLE N1.01 m1.°• L. 36,30* 0 4 20'.0' 0 5 • 1•TX 14-Xle 20c0 20' 0 I 20A0' 6 (2)A-30X8 800 CFIA EA H rETURII AIR LOUVERED DOORS mg 90P t L'34760-7 0 0 0 KEY NOTES: OUTSIDE AIR INTAKE WALL LOWER FOR LOCATOR. SIZES SEE ARCHITECTURAL DRAWINGS. EXHAUST FAN COOT DISCHARGING THROUGH A WALL LOUVER FLOOR MOUNTED MR HANDLER UNIT. E 0 C B A A 2 3 4 5 6 7 II* OLIO 0111V4P74 OCOSUMItS attAUI Design Group ha..•••••••44ealskistra ta.-13 anodyne GS, • Own Cora PoolOW•eaftl• St llama UAL V00.100.00):404 leletiatar 3 WF1.11%bc S.0317.1•31 osatiasilwaidemisolail "111===... PZ:=7=1==== LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT FCC LITHE M".13 VSvi DASD 94515 MANHT KR.B. HOW ICY 16-001 ONIPIOCI-4 *Wit M1.0 HVAC. FLOOR PLAN EFTA00258657 E • VIU — D C B CISTERN 1 2 STORAGE 7P41W STORAGE SERVICE BAY AREA 417.11 ye EXISTWG SERVICE PLUMBING FLOOR PLAN SCM.E: 1/8-90V-0" 3 EXISTING SERVICE BurDiNG STORAGE EXISTING ELECTRICAL IRAN HOLE P1.0 I P1.0 419 PVC DRAIN PIPE BELOW GRADE TO EXISTNG GRAY WATER CISTERN 4 5 6 2W I. 20A0* 20.0 20A0* AC R00102kiat i AHLI1 AHU•2 #1.0i A*0 PVC DRAW PIPE °T.YIT I gig zI RUN BELOW FLOOR SLAB 7 KEY NOTES: C) PVC AC CONDENSATE DRAIN RUN TO DAYUGHT 0 0 TRENCH DRAIN EMERGENCY EYE WASH AIM SIMMER ASSEMBLY OIL AND SAND SEPARATOR LOCATION OF NEW HOSE BIB WITH VACUUM BREWER 0 LOCATION Of DRY WELL. GENERAL NOTES: 1. CONTRACTOR SWILL TIE INTO EXISTING DOMESTIC WATER UNE TO SERVICE NEW ADDITION 2. CONTRACTOR SHALL PROVIDE A DOMESTIC WATER SUPPLY UNE IN ROOMS 101 ,102 FOR FUTURE USE E D C B A A rin OWL Mertla010 MSS 0Coltimal JDG median D Nip Gimp Nt331:votoiecsis Gel* 0.000.1ailw Peri Oboes OM a Iles. U.S.VIS Mei ONO WNW. MIMS) lac SCOMMOI Miatjandantetteminsil tat I•eall•••"0....4.00.1.1••••• 000.tnne SWIMS MIS Int alaillo •••••04 041. WS II snow le••••••.d,••••••40•OgiyaWt • nitani•••1 Mtn MIN- OW Nue •••••••Thinnaialt maw ilea • salary FO•ap MAIM •••••••••••••••••taniSn UTILE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT MiCa C UITUrn Wen USW 0.0t 9-15-15 Waiter: KRB. Mato KRB. MOAX1033: 1S00/ COerMes NO: P1.0 PLUMBING FLOOR PLAN 1 2 3 4 5 6 7 EFTA00258658 E D C B A 1 2 GENERAL PLUMBING NOTES ALL WORKMANSHIP AND MATERIAL SHALL BE IN STRICT ACCORDANCE MOTH THE APPLICABLE LOCAL CODES. RULES MO ORDINANCES. THE CONTRACTOR SHALL VISITS THE JOB SITE ONO I rra WLCC1LY FAMUARIZE HIMSELF WITH ALL DUSTING CONDITIONS. All MATERIAL SHALL BE NEW. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS MANNER. THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE ALL EXCAVATION AND BACKFILL AS REWIRED MR THIS ROSE OF 00/4STRUCTICN SHALL BE PART OF THIS CONTRACT. REOUIFtED INSURNICE SHALL BE PROVIDE BY THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY WAGE FOR THE DURATION OF THE WORK. CONTRACTOR MALL SECURE AND PAY FOR ALL PE TIT. INSPECTION FEES AND REWARECI TESTING. CRAMINGS ARE DIAGRAMMATIC IN NATURE DO NOT SCALE THE EXACT LOCATION OF PLUMBING OR PIPES. ALL WORK SHALL BE COORDINATED WITH OTHER TRACES TO AVOID INTERFERENCE WITH OTHER TRADES AND THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEIVARGNIEGT PRIOR TO BEGINNING OR WORK. VERIFY LOCATION SIZE. INVERTS OP ALL E/OS1RW UTILITIES PRIOR TO BEGINtaNG CONSTRUCTION. ADVISE THE ENGINEER/ARCHITECT OF MIT DISCREPANCES. ALL FOCTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPREPPJATELY MARKED ACCESS PANELS COORDINATE LOCATIONS WITH THE GENERAL CONTRACTOR PRIOR TO INSTAUATION DIALECTIC COUCUNGS ME REQUIRED BETWEEN AU. CHSSIRRAR METAL IN PIPING MD EQUIPMENT CONNECTIONS. CONTRACTOR SNAIL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE OF DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. CORRECTION OF ANY DEFECTS EFIALL BE COMPLETE° WITHOUT ANY COST TO THE OWNER AND SHALL NUCLIDE REPLACEMENT OR REAR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. ALL CONTROLS VALVES SHALL BE TAGGED AND MARKED. A IRREPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE PROVIDED FOR THE OWNEP/OPEPATOR ALL STORM DRAINAGE PIPING m AND LARGER WITH OFFSETS GREATER THAN 451 SHALL HAVE SWAY BRACINGAT DIRECTION CHANGES. THE CONTRACTOR SNAIL KEEP A SET OF A.543UILT DRAWINGS ON THE .108 SITE AT Mk TIMES . AND SHALL PROVIDE THE CANNER WITH AN UPDATED SUM THE COMPLETION OF THE PROJECT. APPLY A WATER PRESSURE TEST TO ALL PARTS OF THE WATER PIPING SYSTEM NOT LESS 111MI 150 PM OR 12S TIMES THE SYSTEM WORKING PRESSURE WHICH EVER *GREATER FOR A PERIOD OF 4 HOURS. REPAIR ANY LEAKS ALL PLUMBING FIXILftES SHALL MEET STATE AND LOCAL CODES. ALL WATERPr/4G SWILL BE SUPPORTED AT MD SP/N. THE CONTRACTOR SHALL TIE IN TO THE EXISTING DOMESTIC WATER SYSTEM TO SERVICE THE NEVI CONSTRUCTION. 1 2 3 3 4 5 3/4. CONTROL I MACE VAME AMOCO TO Caen MDR ROL/01 airaa RCM Ve WE MCA) WACR DIJON PKOB HOSE BBB DETAIL ILTS. ye Sal. OM RED ONSET LOWX1I WRIER r 11E-0004 Otel MOSER 10 MOM! win a kA RED WORM =MON INNER r 11E-DASH OA% ereep TO OWA IINta 161006E NIEN MIDI PPE QUOTES FILTER WOO OPIII N WIVE r-v PERFORMED COIRLOND SITII NEE ER IOW 121 IV COMTE CAM/ AS WAN CORSE IXOR B DRYWELL DETAIL VS. WIT- DRUM ADIFOYI TO (ORLON 4 5 6 6 7 Jo- L PLAN %LIS 51s Ramat a. coa. _- anaemia:mow AIDS SECTION CL ova No cos Ti max C sta AD Norm IC OP/: 2-# X 4! FA SOX I-14 X36' DIADUL EA. OTRIL COVER FOR TRAFFIC BEARING AREAS XIS. B 200 GALLON OIL AND SAND INTERCEPTOR antifTE OWL O< 3:01 PSI, 20 EATS KT.T. 7 A RINUI6111 MIOACS landian Vesta Crimp is 31 oneelegligit CITY .411010110•161111 Pea Me Sex CM St ran's. US. Vieralrolli C0I04 IdWeac 10177.1900 IIn 340.77.1101 oast )fire4400 Elarta seraernIttiti• citt teritarr iitio. awn.. lorMt aT Wei *Wan /ad Intn••••••••rtanrair i LITTLE ST. JAMES ALUNTENANCE AND WORKSHOP BUILDING PROJECT MICA< IAA& Et ^MO Win an 04«40«. 9.15.15 NAB. K.R.B. 15001 <MMML PCIT HO: P2.0 PLUMBING DETAILS EFTA00258659 1 GENERAL ELECTRICAL2 L WM SIM M IN PDXMOCE MM AAT/301101PROL COX Mau TIMM Ca MO ONek 49urAtil 0:00 m0 SlANTAIOS 2. <I SE CAMOS CIACAcosa A243 CO MT We ALL OrMTS,B0.05 BC6S HOUK, TO UM A C90011 WI ~MT CI PaCTIDICt Mil ,'(C 10 MOT <WW1 »TA' ti 1.0.411AS viK OLNICES. (tECTROL 01.11616. 65C1mOCIS CAMII5J:S. SC DA TO MO <Matt 14 OSIAJP17 OX4twran CCASOCIIPSAIAL Wr.0 a 10 T4 MrS A1-0,11)4 /JO AT 10 CORA OILI MOON. MO Ca MCC iniat A if/ATtuat MUM 9!]I1.41 vttOi 6 IN Ø. ClOTPACIST 6 Pr/0631M COMSClOAC at:am Cf M1 CttcVMTS PAP 10 NMI al MI N.I. TØ fO WPM VAL 0 Au/MD TM Met( 10 CO SO 3 Oa 01^1PmettLicsseraLt Tw CALC46: Ma COMM SY o.a1C nB SIT TWA 11 COArisay: / CCOAC v074 A. /41 COM POM SAM It ~I/ M1V.M 40 COMM PY CCOOOLCD Al /MID Alto Darr Al SITOACAnt TOOMIS. S MULL Km, RO Cttaa Alm.: AM ff.0010 WM% ~Val TOR AA etrortetu; SØ W 90ecTro) Cm 110C CLorA/6 RO PER C601 WRAPS OW4Yf / r611.C106 1.0 At CoW1000 :WM • 4110113/4 11307431 SUM B( SSAIM3 Cf AS OXCTO) Br Tositt 7. ILL vRAC ~AIM AS o_116 6 ta2TO tN CTS. ..4. COMIC ORMOCS NO 6 70 CC WPM Br MaPAGOI AZ .03 Sel. B lumvi On 9re 9v41 kin DWI /YM 1.17.1Z 771.0717Z AØ Co RAMS. • At cmaree, SIM COPPOt M. At moms %Ai N UL PliTatt II. Ku Tretvala »An Isar 90114 P4<9@ NMI JC0 IS COMM IL ALL (Ma OMITS OWL CZ MAW NM ~OA IL :453 crw% {gfircf= IA MO« WPM Mao AS 6998E Ia PIDRU OMKNOT EARL NN 3/0" »OR ~CO POD MO 61110/1~73., TO Staff CAW ?MIS 601T 4 It OC tamisi CMS WO. 110 IX MAP CI CAM =CO ØB IS. All MO COCLITS TO la A CaN COLSIDIT 01011:341 CAM^ MD /6 POI II LC. YAM. It ML DIM CØ TO N PM«, PM MST PAI ~S. 1. PaS %M CC 044 EIDa 134 COAT MS CAM a0/1& MØ AL A/C AsSoS OZDALIt Au) N{ S2CS Ala Lan 01 Apt MOWN Env, CMAIII 1,70 r.76 OILS w J.CIC.17.“ M171A.A: CCUTO7 P7>I7PLÅTE POLSLArS11 MOW MI 1177 9.:011.9 Oil OtaaftrL 1131 AS MT fEMOMCFS MN: PALM a 116 CIMIX COMACa DOLL OM ASPS matem CAMCIS 616 LIM Ø. 11 (THICIC4 STSSit:COPSza VS 1.30 VIII CaM TWO PI MOTTO am-Ms At u1.9.1 AL US an beDIAIL Al 061111. OP011 MAC )10 Rain AS 940m a CO AR C036,64 DPANX7 ~CAMAS. T AS MOM.: CalA1C ;EMI TO 'Moir/411MA ILL tcson/c1 MO raa All fILLA119 mix tv motor To ta Ttiman SAM It ~CM CSAWEI3 WACCM.M AIM TIS COANG MST AIMPJF14~ RICOUTEMITMS MO MAL COW PiCASEM1S. N. MPS Att Mama OCT be TO Ma Ia Mr COO HOOP ILTn MTALtell. D. TM Warn 6A Oa Ia ITC ELICROT Ø31%L cif Cuomo TIMM 6 163PCM131 TO FO)10C A Mama 96113l Ti. 410811 3WiL « MO van ON Stun 0594 T COan« roMa IS AL PAL MO ~I (OM te ACCESSITIE ci SC OM Pcun AV 14110Z Tr «MC» Sim PE 01171.6D ABA 31 41 v014 SVAL 119 Ca 6 A MA MO ItaitUat WHO. ALL Rely MM. a¢Ø CTOTAAMIS SYSTD4 4A1. tt NO aux AS 10W7811 YN RITOT WN 2 3 ELECTRICAL SYMBOL LEGEND 21). 171 v.Ø Mina 0111:116; 01. CIC00 TAW H. VUTIO12100 1 XA. Ire OCT 7470t 201. ION 3 PM 010 ?Mal COCtaa San (3) [OM (3) Mat 2.1% Sul-A01 ft= • 4P/AI PAL SAX,' 15 MT µMI 11~1PDX el$ IR 4P$14 KM 'Ma tilt AMU SOS Tome Om ~SA PAM 4 4f4/0 (G)2 1/2.0 CONDUIT TO EXISMIG WAIII1OLE (277/480) 3e .SERVICE MAN I OF I 5 PNL 716 UNN 1 OF I 3f1 & 116(G) 2W CONDUIT 75 KVA 1-480V/120/208V 30 TRANSFORMER PNL WW1 1(3/0 (G)-3/4"0 CONDUIT TO (2) 5/te X Ite LONG COPPER CLAD STEEL GROUND DRNEN RODS SPREAD 6'-0- APART OF C.WP. RID FIXINDATION STEEL. ELECTRICAL RISER DIAGRAM 7 41250 KOAIL & 193(0) 3.0 CONDUIT LIGHTING FIXTURE SCHEDULE TYPE DESRIPIEN MIKA. DATA LAW DATA BASIS OF WSW >MISCOUNT LOAD VA nun OTT wAnta 119E cam MATURE IIMUFACISER won aR macs ram SWAM WAIL NOTEIM 0 UllietA 03-212 Ca ID G 277/11W UMONIA eUTHONIA AFP-3-54WT5-277V GM 10 IS (VATH 00140 GUAM?) 277/1/60 LITHCMA e UDEMA ELK 777/1/60 WRONG e UMOIA W13 25O1 mi-272V sme znive) UTHOHL1 0 WM« OWNER ILD Du uait (277 UDICIMA e e 3 4 5 6 7 E D C B A ilev04•0 Iq caauLLoof fateSan Ene4n Group 4.1.31 0 ~tow Oa • Ormal ~At PaciOlikelk4A2u1 a Tema OS fla ~Ma %Mans 340177.1403 4c 341117.1401 iimmt LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT ~MC vine Aiwa, ay) as —mu owns es APpelovtovc 9-15-1S KR.B. KR.B. PRO.CCT 1.0a 15001 conimcism, ~rum E0.0 ELECTRICAL NOTES, LEGEND & RISERS EFTA00258660 E C 8 A 1 1 1 2 3 7r-3 ire EASING SERVICE BUILDING STORAGE SERVICE BAY AREA 4S-9112' EXISTING SERVICE EsuiLONG CONTRACTOR SHALL MELO VERIFY EXISTING MANHOLE AM PROVIDE A SPRING LOADED WATER TIGHT STAINLESS STEEL MANHOLE COVERPROVIDE CUT SHEETS FOR APPROVAL BY THE PROJECT WAGER PRIOR TO PURCHASE POWER PLAN SCALE: 1/21.=1.-0" EXISTING ELECTRICAL MAN NOTE 0.0 I E1.0 2 3 STORAGE 2M-0'STORAGE PANEI. BOX IP PANEL BOVL 4 20‘0' 4 5 w?. war 6 rN 42- AFF 4IJAFF 42' AFF fD 44.44 17-24 05 4- Is • IOm 1-12m 1202224 L-11,23.10. 5 7 NOTES: O LIGHT TRUCK TIRE CHANGER. 120 VOLT 1 PHASE (3M HP) O HEAVY TRUCK TIRE CNANGERVOLT HP.42,0V 3PHASE • ABOVE GROOMELECTRICAL 4 POST LIFT 480 VOLT 3 PHASE MN PNEUMATIC LOCK GNP)£ (3Hp) O ABOVE GROUND 4 POST LIFT ASSEMBLY 480 VOLT 3 PHASE PiPXMISI ICI TABLE SAW WITH VENT AND SAW DUST VACULIM.I2HPTABOV 3PHASE E C B NR RAMO <0.11LIffill )DG faredLin Delp. Croup SisseilOnnommnipa MI) Drontnpag GeM• @wets Oilase Pal 011,34 Occ0211 a Tenn. USN*. Sat s Cab lachenc3441.17LICOSSC340.177.1461 .ea **00204mvorenste 44 04 NOSI.Ellene meanie*. ten Inn.* ON .1 LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT PSC.< MILL IIT AWLS WLY1 9-15.1S ca.. Mt KRA. CIIKICO•11 KEta Amason JP.W. PIROCCIAO: 15-001 COMUCt KO: DW) E1.0 POWER PLAN EFTA00258661 E A 1 1 3 2 1 LIGHTING PLAN 120*ARF QM U? EXISTING SERVICE BUILDING SCALE: 1/B'-1'-0' 2 3 4 4 5 6 6 7 7 E C OOP OMPATilat Eartdian Design Group /saw.. NanIxonoves Cate- 0.40 Deny Pod Ocke TimmUS Woolgands0C404 IllieSTIC305.777.10tOlac 340.777.1401 .."..01.4.20tewerraind LIME BT. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT PMCCLC LITRE ST Nt*$ USW 9.1515 KRB. KR.IL APPROXIOIX no.xer No, 16001 E1.1 LIGHTING PLAN 0 EFTA00258662 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 PREPARED BY JDG jaredian Design Group EFTA00258663 E D C B A 1 1 2 3 REST ROOMS CONTAINMENT W FUEL TAN FUEL PU LOCATION OF EXISTING GENERATOR BUILDING LOCATION OF EXISTING RO &AIDING NOTES: 2ONE R-I DANATICTES POt La DoS SuRsET 4 Ye 5 CZM SETBACK UNE LINE OF NATURAL ABUTMENT SHEREURE PER DIM SURVEY LOCATION OF EXISTING MAJNIENANCE WORN SHOP BUILDING TO BE REMOVED AND RE-BUILT 301, 4 a d 4 30 0 30 (60 90 SCALE - r . 30' et MARVIN BERNING & ASSOCIATES LAND SUMETCRS SUBOMIXN FLAMING PROPERTY SURVEYS PARTIAL TOPOGRAPHICAL SURVEY PARCEL No. LITTLE ST. JAMES ISLAND No. SA RED HOOK UTRIER ST. NONA& USW. WNW!: WAS MC: Caw WAIN . Oat 3/9/IS OM NO. WO 2 3 4 5 6 7 EXISTING CONDITIONS SITE PLAN COA I COO 6 7 E D C B A I a CMG OO.4MAWITS IEEE larwlian Desio Croup ...33OacirettaC.:•• Cuvol Don. Post Mar &A CM Si. Mao, ra.V.S. Vit. Math 0pOt klithone 30 N1.11O04u 3:0 /77.1931 Wr.2.1.2./Manta.r.ret LITTLE ST. JAMES P.O AND GENERATOR BUILDING ROOFING PROJECT HAMS Alle unit STYl€3 0Ava OAlt O.6COO 10.20.15 Rita. KR& AMATO J.P.W. 15001 CONWJCTIOJ R711O• CO*0 EXISTING CONDITION SITE PLAN EFTA00258664 I E D C B A 1 1 2 3 REST R CONTAINMENT W FUEL TANK FUEL PUMPS SHADED AREA INDICATES LOCATION OF AREA TO BE EXCAVATED FOR NEW STORAGE ROOM NO TES: ZONE R-1 DITATIORS PER NA SURVEY 4 5 N PER TillS SURVEY LOCATION OF EXISTING BUILDINGS TO RECEIVE NEW SECOND FLOOR MO ROOF STRUCTURE NEW SEDIMENT SILT SCREEN SEE DETAIL ON SHEET C2.0 0 30 so so SCALE - ri• 30 eide MARVIN BERNING & ASSOCIATES LAND SURVEYORS SUBOMS/ON PUPPING PROPERTY SMOLTS PARTIAL TOPOGRAPHICAL SURVEY PARCEL NO. V LITTLE ST. JAMES ISLAND NO GA RED HOCK DARTER ST. THOUS. DAVI AM LOSS CAW.: GASLIXT SCALD 3/0/I50' 3 0Alt JOB 110. 2600 7:cuta.vp 2 l 3 I 4 I 5 6 7 Stormwater Best Management Practices 1. PROVIDE COMPACTEDGRAVEL BASE AT ESTATE ROAD DURING CONSTRUCTION. 2. ALL EXCAVATED AREAS SHALL BE SEEDED OR RE PLANTED AT END OF CONSTRUCTION 3.INSTAM. MET SCREEN FENCE AS PER MAMIFACIURES INSTRUCTOR 4. RECEPTACLES SHALL BE PROVIDED ON SITE AND MAINTAINED ON A REGULAR BASIS S. VEGETATION BERMS SHALL BE USED IN CONJUNCTION1MT4 SILT FENCE TO REDUCE STORM WATER RI. OFF. 6. NATURAL VEGETATION SHALL BE PRESERVED IN THE INDICATED AREAS ZONING NOTES LOT ZONING: It.1 LOT SIZES: PARCEL C III A ACRES S