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.. 111501 ?MIND • 11,3 040 /MINI • f ,g1,••Ipe. ttttt .0. • %Vim's: mow pm.. s.g.w. PROT0 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 a Pi i of 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 MAINTENANCE AND WORKSHOP 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 PROT1 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. olia n 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- 01.0 101.0 7 E D C B not MOO* 1110•410 0014IATAVII laredian Design Croup Sellick••••••••01.0.•••• 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 . 4 13:7 .t. 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 PROT2 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 MAINTENANCE AND WORKSHOP 'sat UTILE ST Mu, S U SY I OAR 915.15 warm KRA. 0.1040 SY. KR& SITE DETAILS C2.0 PROT3 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 • ar 0/81 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 MAINTENANCE AND WORKSHOP 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 PROT4 I E 5 0 z C B 2 3 71'41/? EXISTING SERVICE 3Y.9112 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 / 1 5 P1 A PI 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., MAINTENANCE AND WORKSHOP 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 PROT5 D C B 2 7V-3 trr II? 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 ra dr/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: EXISTING 1. 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 KOJNTENANCE AND WORKSHOP 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% PROT6 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 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-11 ry 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 unix ST. JAMES MAINTENANCE AND WORKSHOP WM< Innen Ann 'MVO -It 9-15-15 past KR.B. •NISIOIrc: KR.B. ImOICCTI10: 15001 COMUCTICI: aCtINO: A1.0 FLOOR PLAN PROT7 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? i 4 5 1 6 7 7 0 [repeated 8 times] 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.• a r i s•ZZL Al IS tat% 41.•• NO Ca••••••••• M11 We ••/•• al. IN Pin KO N. %WM .../••••L ••••• NP 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 PROT8 1 PRE-FINISHED METAL BOX GUTTER E pN D 2 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 1/4 7 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 t ill!) 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 MAINTENANCE AND WORKSHOP 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 PROT9 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 VINYL WSULATION PRE.FLTISHED METAL SIDING HEAVY DUTY ROLL UP DOOR ASSEMBLY 17-01Vx IC.011 - 12 1112r - [repeated 3 times] 0 12 0"y2 3 1111 tl I - 4 5 LOUVERED NEW PRE.FINISHED METAL VENT 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 7,4 tit 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.=.=" MAINTENANCE AND WORKSHOP 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 PROT10 1 PEW GRE.FINISHECI METAL SANYL INSULATION OVER EXISTING PURUNS E C B A PRE-FINSHED METAL SONG OVER EXISTNG ERASING 1 2 1 111 11 3 EXISTING OULDittO HEAVY DUTY ROLL UP 0008 ASSEMBLY 1210'W x 12-011 NEW PREPLAIISHED METAL PREFINSHEO METAL SIDING 4 I r 5 6 0 [repeated 4 times] 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LEI, IIEUBb Int I I I pgl li 1 1 1 1 1 1 1 1 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 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 MAINTENANCE AND WORKSHOP 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 PROT11 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 PURLINS 3 O 4 7 OPEN MAINTENANCE AREA 1 FRESH 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 FRAME ASSEMBLY 6 7 TOP OF STEEL HEISE FLOOR E C B Na a2 etaUJOLI E larecren 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 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 PROT12 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 six us 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 M I L _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 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 C• ROLLED DOWN SHUTTER 144' 192' O 14.4. 192' POTTER OPERATED WITH sa> ROLLEDDOWN SHUTTER 144' 192' 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 r Still 1444•Ean Desisn Group NANA1n•ANA.A.A1AAr NAM OnreiNEAS .0.0•01 ONSAN Pay1O11sko122B Maui. 10.1•110E0dieda Nleptcati•DIST.NCONNIMAY7F.10)1 °ea Peamtmi •=4.911==. MAINTENANCE AND WORKSHOP sweat Lent m SAWS tAlvy one 9-15-15 KftB. KRA. yeteHeen Mita No 15-001 ccomucrue: KIT MOJ A4.O SCHEDULES PROT13 E C B A 1 PREFFIISHED METAL SIDING WITH VINYL FACE INSULATION PURLINS k 2 1 I I-thI r l I IF it 3 PREFINISHEO METAL ROOF ASSEMBLY WITH PRE.ENGINEE FRAME ASSEMBLY SA '44 4 . r - 4 I I: 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' L O" 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 HEAVY DUTY ROLL U1' GARAGE DOOR ASSEMBLY PRE£NGNEER FRAME ASSEMBLY PRE-IAOLDEO JOINT FILLER CONCRETE FLOOR SLAB SCALE: 3/4.001.-0. 5 6 7 I El I I -M=I I I I I lE1 " 1 I 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 l ila 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 MAINTENANCE AND WORKSHOP 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 PROT14 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 Pal l MA SOME: 2'-1'-0e 3 A5.1 NEW PRERINISHEJ METAL ROOFING SYSTEM YOWL FACED INSULATION PURLINS PRBEW3INEER FRAME ASSEIABLY 'Agin. SIDING SEALANT COUNTER METAL HASPING WALL FLASHING DETAIL F.5.1 1 2 3 FRE.ENGINEER 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 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. MAINTENANCE AND WORKSHOP 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 PROT15 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 Iffi I I I I I I I I I I I I I I I I -1 I I-I I I-I III II I FOOTING DETAIL SCALE: Viol s-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 I I Hi l l" ' I "" IH H I II I I I LIL VAPOR BARRIER 3 FOOTING DETAIL SCALE: r -1' - O• A5.2 I AS.2 -I I I I I - I I 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 IX TNnp.U.A Yrtouloeuoteor Wuhan& 31.777.16(0 rev.3, 01/7.1401 /41,4142*.ivionment ono lor CM SEW. wag. PIPIONISNC• sew am savo. on wan ante tenon /nal. ••••=4.1.0•100 MAINTENANCE AND WORKSHOP 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 PROT16 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 MAINTENANCE AND WORKSHOP 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 PROT17 E D C B A 2 AIR COOLED SPLIT A/C UNIT SCHEDULE OW COI.= 30-? 00-2 NICE 6100. 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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 - - WA 13116111 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 Oni 1.. 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 .0 50071 01.001-0M6.11 V 109 70 1.1 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. .0 5 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. 70 001 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/ . 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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 60 000 00 V 15/50 W 01. 67 NC Pt RP Safi ..193. 151092 9.1 II W 11. NO WM IN II. WM WA PO 211.0. COPS ..101 0.1110.3 TOWS Rh. MPS. OE 016310 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. or ll lux, AN 00 104071514111 P S. 3.15 WM. . I 10 WINS 24 OPS .31 TE. 31,1110.1 WIS. O. 630.. DW I= V.AM PM% .. 05 0 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. rEzi lvedian DesIEn Group 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 1370..r...t NSW W A 415.15 ppm. ICR.B. 01101. NAIL 15.001 MO.0 MECHANICAL NOTES, LEGEND & SCHEDULES PROT18 '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 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 M.1> Cnnelerjes Oade • Onef• Ouster Poll OOP In MA St Maus. US UrMat 00014 loop...m:110 MACAO tAc liaMASOI eena 0 41.1,120AW.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. MAINTENANCE AND WORKSHOP C lilt'!. u1\9 Oot 9.15.15 cam. rt. KR& 6.0."1•0:, 15-001 pacts...arm:, SICET PO: M0.1 HVAC DETAILS PROT19 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 PA I= 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 slrfil 3 vet cow =Di Of OIXIDdr. 2 MHz RA AL N, 1010,ATO voa 9:01nWr/0.011C• Qua Lit We .014 CO NE AW CO4 ONO P 40.1011t WTI W '0 01O 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 • gn 1Lc 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 MAINTENANCE AND WORKSHOP 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 PROT20 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 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 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==== MAINTENANCE AND WORKSHOP FCC LITHE M".13 VSvi DASD 94515 MANHT KR.B. HOW ICY 16-001 ONIPIOCI-4 *Wit M1.0 HVAC. FLOOR PLAN PROT21 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 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 R001 02 kiat i AHLI1 AHU•2 #1. 0i A*0 PVC DRAW PIPE °T.YIT I gig z I 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 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 PROT22 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 s eraernIttiti• citt te ri tarr iitio. awn.. lorM t aT Wei *Wan /ad Intn••••••••rtanrair i ALUNTENANCE AND WORKSHOP MICA< IAA& Et ^MO Win an 04«40«. 9.15.15 NAB. K.R.B. 15001 <MMML PCIT HO: P2.0 PLUMBING DETAILS PROT23 1 GENERAL ELECTRICAL 2 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. VUTIO121001 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 71 6 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 NOTE IM 0 UllietA 03-212 Ca ID G 277/11W UMONIA e UTHONIA 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 fl a ~Ma %Mans 340177.1403 4c 341117.1401 iimmt MAINTENANCE AND WORKSHOP ~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 PROT24 E C 8 A 1 2 3 7r-3 ire EASING SERVICE BUILDING STORAGE SERVICE BAY AREA 4S-9112' 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 1 202224 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 **00204mvorenste44 04 NOSI.Ellene meanie*. ten Inn.* ON .1 MAINTENANCE AND WORKSHOP 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 PROT25 E A 1 1 3 2 1 LIGHTING PLAN 120*ARF QM U? 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 .."..0 1. 4 . 20tewerraind LIME BT. JAMES MAINTENANCE AND WORKSHOP PMCCLC LITRE ST Nt*$ USW 9.1515 KRB. KR.IL APPROXIOIX no.xer No, 16001 E1.1 LIGHTING PLAN 0 PROT26 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 PROT27 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 I EEE 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 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 PROT28 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 SIBIU SOFT) USE RESIDENTIAL ACCESSORY USES: NONE PAR10110: 4 VEHICLE SPACES PROVIDED DENSITY: TWO (2) DWELLING UNITS LOT OCCUPANCY: 25 PERCENT MAX 1126727) ACTUAL LOT COVERAGE: 5% -(30.185) MN. LOT AREA: 21.280 S.F. LOT WIDTH 103 FEET REQUIRED VIRGIN ISLAND ZONING REQUIRFJNENT FRONT YARD SETBACK: 15 FEET SIDE 15 FEET AND REAR YARD SETBACK IS FEET MAXIMUM HEIGHT: 2 STORES PROPOSED HEIGHT: 2 STORY SITE PLAN SCALE_` 1-.030*-0" 01.0 101.0 7 E D C B A me Dm MsMol CtrOal..403 1DG latedWn Deign Group No bOcalige• OS/ • 0.011•• °NW 'mate prim &Rosa US WSW.* 00104 kImhomi 3017/7.16C0 lac 110171.1101 pat :I *am. era mice wigoisie• ISMS OlOPSAIINCO. WA. MM.. SIMI AMES SP II Ut VIM OS 0000 Wilk R.0 AND GENERATOR PROJECT MCOLS MC uns4 at Kam I/ EIO 10.204E KR B. KR B. paostcTuK 15-001 COxn,a"0: Waling C1.0 PARTIAL SITE PLAN PROT29 E C B 1 2 3 RETAINING WALL SCHEDULE H B A b C V-8ARS T-BARS D-BARS 4'-0" 2.-8" 12' 1'-7" 5' 03016" 13012" /3016" 5.-0" 3.-3" 12" 2.-2- r pole #4012' #4016" 6'-0" 3'-s" 17" T-5" 8" #4012" #4012" 114012" 7'-0" 4....2- 12" 2'-6" 12" #4012" #4012" #4012" 8'-0" 4'-8" 12' 2'-8" 12" #508" nog" #4010" V-0" 5•-2" 12' 3'-2" 12" 1508" #406" #5010" 10.-0" 5•-9" 12" S-7" 14" #508" #408" #5010" 11*-0" 6'-7" 12" 4'-1" 17' #508" #408" #5010" 1T-0" 7'-3' 14" 4.'-7" 18" #508" #408" #5010- TEMP. BARS #3 0 12" O.C. 2"0 WEEP HOLES 0 4'-0" O.C. OR 4" WEEP HOLES 0 8*-0" O.C. V-BARS T BARS CRUSHED STONE 0 BARS T-BARS 'C C A B RETAINING WALL SCHEDULE SCAM NOT TO SCALE czolczo Mit IVCC • if an Va. DOUBLE EROSION CONTROL FENCING 101 A TYPICAL SEDIMENT 2 C20 SILT SCREEN DETAIL C2.0 1 SCALE: NOT TO SCALE 2 4 vrEARUO COURSE MSC COUItte CAuSHLOGRAvO. mug CRAW; r. USDA= UNMSTUR01,0 Sal 3 5 MAO 000•2301 TO PASVOIT {3N00•3 WATER S'W.SCNW.iS STFEIPVE FAUD W CONVICT; OF WIDOF /NNW MU OR Uns KIM STEEL PIPE BOLLARD SCALENOT TO KBE 6 7 E C B rtt MR Sae oonotWon JDG Anew. Design Croup 10.230..fflumeStle•OusesOmY Peg CIS ran Mean. VIII.OdUe1000. Idsplanc 210.M.10001ac 210327.$501 nest PowanICS ----sr.. LITTLE ST. JANES PROJECT IMAMS/4.0 U171.2 ST AIMS U.S.VI tare CAW*, • f. O.K...t0 Of. 10.20-15 • itOXCI00. 15-COI SITE DETAILS C2.0 PROT30 4 E D C B A 1 tCA CUT LINE OF RIGID FRNAE STEEL COLUMN ABOVE 2 1 PIER DETAIL (12)14 VERTICAL 03 TIES et 0.0 m TIES AT TOP OF PIER TYPICAL 500 50 1 SCALE In 2 rip 0 YJ VERTICAL BARS STIRRUPS BOTTOM BARS TOP BARS OR CONTINUOUS BARS IN A SPREAD SOOTING COLUMN AND FOOTING DIAGRAM DETAIL SON£ =TOWLE 509 159.0 2 3 4 5 FOOTING SCHEDULE wac DIJIIKIGNIT Lomonau- we ancri FEWORCENENT SUM If il: I a BOTTOM TO ri rer• r-rex ho clic craft of MATIOCOC. rcoanat 0011U All FOOTSIO wiry= ow Pa COLUMN AND PIER SCHEDULE ..", nu NSIVICOUP Ida V I 0 lila •OVIre Cl rarer' 1015 la Bc0.9 n zone IMO mar BC CONCRETE BEAM SCHEDULE MK Pin latla nfl MAIO W • OP /01 IOC NE012 si RAN We PP* war 40.4PfORFIRUNOLAST011arMaiNGTHraC Iff• MOM OM N TCPSTISL AT 1.15116 'MOM 0.0 Tad U IUD, P OU nor GUN SUM 3 SLAB NOTES Ai 6' CONCRETE SLAB TYPICAL REINFORCED WITH 6N6 -2.192.1 WELDED WIRE FABRIC (WAF) ON TAIL POLY VAPOR BARRIER. TYPICAL 3* COVER FOR SLAB ON GRADE B1 C1 It CONCRETE SLAB REINFORCED WITH IS BARS AT It BOTHWAYS ON 6 MIL. POLY VAPOR BARRIER TYPICAL r COVER SLAB FOR SLAB ON GRADE. t CONCRETE ROOF DECK TYPICAL REINFORCED PS O V O.0 TOP AND BOTTOM COVER TYPICAL 4 5 6 6 7 NOTES: 1. ALL CONCRETE SHALL HAVE AN Fe OF 3000 PSI AT 26 DAYS 2. ALL REINFORCING STEEL SHALL BE GRADE 60 CR Fy 60.000 PSI 3. ALL CONCRETE WORK SHALL BE AS PER A.C.I. CODE 4. PROVIDE r WM. COVER FOR SLABS. BEAMS. AND FOOTINGS RESTING ON GRADE 5. PROVIDE MIN. COVER FORSLABS. BEAMS. AND COLUMNS AS PER A.C.I. CODE IS. FORMS UNDER SLABS AND BEAMS SHALL REMAIN IN PUCE 14 DAYS MINIMUM 7. ALL AGGREGATE SHALL BE CLEAN NO FREE OF ORGAN/C MATTER D. DESIGN LOADS SHALL BE 100 LDS P.SF. LIVE LOAD AND65 LES P.S.F. WINO LOADS 9. ALL STRUCTURAL LUMBER SHALL HAVE AN FD OF 1500 P.S.I. MIN. ID. ALL STRUCTURAL LUMBER SHALL BE GRADE MARKED FOR STRUCTURAL USE II. ALL LUMBER SHALL BE TREATED AGAINST TERMITES AND FUNGUS it AU. MASONRY WALLS SHALL HAVE A MIN. VERTICAL REINF. W/ /t5 AT 24' O.C. AND HORIZONTAL REINF. AT It O.C. 13. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN THE DRAWINGS PRYOR TO THEIR CONSTRUCTION. 14. ALL FILL DIRT SHALL BE COMPACTED TO 95% DENSITY MINILKAT 15. FABRICATE STIRRUPS WITH A 136 DEGREE HOOK AROUND VERTICAL BARS TYPICAL LEGEND FCJ FLOOR CONTROL JOINT UNE INDICATES BOTTOM I on* I SLAB BASE REFERENCE Th e.or ELEVATION NO. SLAB - 5 ELEVATION NO. re to re VI TO 76 O STEEL TEMPERATURE STEEL IN SLAB INDICATED OUTLINE OF FOUNDATION FOOTING BELOW INDICATED OUTLINE OF WALL ABOVE FOOTING IN TOP BARS AT 24' 0.0 TYPICAL AT LENGHTIS THE BAY SPAN CHANGE IN SLAB ELEVATION LEGEND REINFORCED CONCRETE 1VAU. r OR C STUD FRAMED WALL REINFORCED MASONRY WALL 2 tO RAIN WATER LEADER IN WALL OR COLUMN THE GENERAL. CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION. THEY SHALL FOLLOW ALL THE MANUFACTURER RECOMMENDATIONS AND REOLPIREMENTS FOR THE BRACING AND SHORING OF THE POURED CONCRETE WALL SYSTEMS 7 E C B Amm0/0 sol MR POWOO CasPAUall laze:Ban Design Croup Cunt/vim as •Onea Cvete. Pe•tera Oat c215 a nant LI S. Vreh lea.* Ca %Infra.: 34,771.3"0 fib& 3.0.177.16,1 *ea rleslalOi<00-~Att I_ PROJECT a/date Ulti a.m." use.. CATO 10-20-15 alert ICR8. Ora OY: RIB. uwooroont J.P.W. n0JatIO: 1601 COMVORO: 1.447 Pal S0.0 SCHEDULES PROT31 E C B A 1 FUTURE R.O. EQUIPMENT 2 EDGE OF e,uLoms PRUNE OF FOOTING BELOW MO PVC DRAINAGE PIPE BELOW SIAB RUN TODAY UGHT 3 COAT BACK OF WALL WITH M) COATS OF BITULLWOUS WATER PROOFING MEMBRANE ANO INSTALL ENKAORAIN DRAINAGE MATT. C FIRST FLOOR R.O. BUILDING FOUNDATION PLAN SCALE: 3/1 rss I .-0" 51.0 151.0 SEE SHEET S0.0 FOR NOTES AND SCHEDULES 1 2 4 3 4 5 6 7 J_ 5 PERFORATED 4-0 PVC DRAINAGE PPE ENCASED IN GRAVEL OUTLINE OF FOOTING BELOW CONCRETE RETADONG WALL SEE NOTE A 6 7 O NOTE' CONTRACTOR SHALL COAT NEW AND A PORTION OF EXISTING V/ALL WITH BITUMINOUS MEMSRANE AND INSTALL ENTMORAIN DRAINAGE MATT AND MO PVC PERFCIPATED PIPE EXISTING RETAINING ALL LOCATION OF EXISTING TRANSFORMER E C B A PC•IITLITNIT. Jaredian Design Group Nall Drvvenpens Gab • OunalOteatssi Pes1014-. Octal, Th ' s,..."- WO, Msq OC404 klepkne 34).777.4e0 fa NO 777:5401 frail ).1•42,SVMnitmotret NO. Nti,l11.41at, Wi•Sti.••••• Oina•PAIR,C.• Atli 'SO SWIM. muttons, WNW V. MAO danalOatnie IINIII•••• IIPSWIMOMMOR LITTLE St JAMES P..0 AND GENERATOR PROJECT evertsore liTtlf ST awn USA,/ con 10-20-15 mount KRD. OCCatiff Kerp, synonym J.P.W. NO4C11/0; TWIT GOIMVC/N04 8.41T10: S1.0 1ST FLOOR RO BLDG FOUNDATION PLAN PROT32 E D Ci B A U 4 FUTURE R.0. EQUIPMENT 2 IDOSTING SUB EDGE OF BUILDING A S1.1 S1.1 3 253 STORE ROOM ROOF SLAB PLAN SCALE: 3/16--r-0" SEE SHEET SO.0 FOR NOTES AND SCHEDULES 2 3 4 4 CONCRETE REIGNING WALL asi30170M EARS AT r GC PS TEMP AT 6* 0.0 04 TOP STEEL AT 12' 0.0 4*-0' LONG 5 5 6 R001.1\ 7 6 7 7 EXISTING RETAINING /ALL LOCATION Of EXISTING RANSFORMER E D Ci B A Proligiva ND OM RiaVapat OCPSATMIll faredan Deign Group /10-130rtniapas 0.asfs0a0w Pool Or%a EoA 020 St. Tann. US "A".1 Winds WM ielepbtor 34).771.1001w).1177.1401 eaLlyesar24•4xwasetnei = an urru ST. JAMES R.0 ANO GENERATOR PROJECT PARMA PAC urnc ST IWO LISY1 rant 10-20-1S mann KRO. °CCM D re: KRS. sermon° J.P.W. IS-001 irrAOCI NO: S1.1 STOREROOM ROOF SLAB PLAN PROT33 E D C B A 1 2 3 4 5 6 7 T T IC-0• 2(1-0' 20-0' 20'4' I 97-0' ir-r 6.1 Ft PI 02 PI Ft B2 PI Ft PI F1 02 P1 F I Pi 1 F g SEE SLAB NOTE "AI" 'A Si P. CONTINUOUS CONTINUOUS 2? a ea 8 R FCJ GRADE SEAM COMPACTOR WALL REMOVE EXISTING BUILT I EXISTING CONCRETE SLAB 4 v,. UP GREEN ROOF FROM EXISTING RODE DECK I PROPOSED SECOND FLOOR 1 SLAB FOUNDATION PLAN 31.2 I $1.2 SCALE: 3/16'sr-O- 0. 3.1 SEE SHEET SO.0 FOR NOTES AND SCHEDULES 2 3 4 5 6 7 E C B A 141,1100 la ant 00.4sAlml. JDG Aurelian Design Croup HL)3 Cstarimagm G.., • 0-ones CuVre etk• Cc. 4210 a M... Iltnes COOS Ilkpbtar 10.777.141:0 M0271...601 test Wed siCallpartieretret UTTLE ST. JAMES RO AND GENERATOR PROJECT MOSS ATAC LOAM SECS USV) MR Olt41.10 1020.15 KR& 04000 rt. Kiss OPTIWIO fit J.Rly. MD441004 16401 OCTMUCT ICtt OOP.% S1.2 SECOND FLOOR SLAB/FOUNDATION PROT34 E D C B A 1 1 2 3 4 5 6 7 2Cr-IE I 20-0' - 20-CE 204' 20.0* - 20%0' 4 lis RO STORAGE ELECT/MCC CONTROL ROOM DISTRIBUTION PUMP ROOM a 4 k R.O. EQUIPMENT FIRE PUMP ROOM FUTURE R.O. EQUIPMENT -...=r a "" 2 EXISTING FIRST FLOOR R.O BUILDING SCALE; 3/16" 1*-0- A-IA1.0 A-1A1.0 3 4 5 6 7 E D C B A DP Pat Pt Maid CSantUAIS jaredian Design Group a s - - /433 Opectinsna Galt • Dwell Cued., POO Olt* Bea 621* ThSPNIs. US. CrisildaCs C(40. kletstm 340.17/S.U0 S.477 /CM Seat latelosstapmestrst 0101•••••10..3 •NO.• n'Tleanass, tellft."••••••••14•WFas"1•••••••••• tart Slitim• ilmanfoN1-, Otaat PROJECT MCC-S/4S LITTLE SSIAMS URNS 10-20-1S KR.B. KR.O. AMCsti$S1 /*MCI $0: 1.5-0)1 CCSTR/C1 sO: A-1A1.0 EXISTING FIRST FLOOR PLAN RO BLDG PROT35 1 E D C B A FUTURE R.O. EQUIPMENT 1 A-IA1.1 A-IAI.I 2 3 EDGE Of BUILDING A NEW CONCRETE INFS. L WALL BETWEEN DUSTING BUILDINGS PROPOSED FIRST FLOOR R.O BUILDING SCALE: 3/113'.1I-0" 2f4 314* 4 6 7 1 2 3 4 5 6 7 5 CUTUNE Of BEAM ABOVE IC EXISTING RETAINING WALL LOCATION OF EXISTING ISFORMER E D C B A IC ate 1.1.1w00 01410151.1111 Unison Daly Group Maki. Ovamteres raft Ousts Oat, Pelt Cels kat* SOWN.. ,•90 IOW* 000:4 winnow 3•17/7.1603 fret laXTFLICoi immatimedat2OCovassel 17117 ThaVE7.1TanS t seen moan PROJECT Mttt5A&C urn...corn:a %Sal 1040-15 MOM in: KRS. omen.. KRa. tontonoim J.P.W. 000W110.1 15401 03,1WWCIIII0J A-1A1.1 PROPOSED 1ST FLOOR FLOOR RO BLDG PROT36 E C B A 1 6'0 0900 PVC PIPE FILLED WITH CONCRETE BOLLARDS O\ 2 iv* 0 3 4 O 0 5 20W 6 204' lets' 7 1. 3 aa 0 CONTINUOUS FLOOR COVIRCI. JOINT '1' E 0200 PVC PIPE FILLED WIWI CONCRETE BOLLARDS C9C0 PVC PIPE FILLED WITH CONCRETE BOLLARDS 2 1 A - 2A1.0 PROPOSED SECOND FLOOR R.0 BUILDING SCALE VI rwf - Cr A-TM .0 3 4 5 6 7 D C B A Cara0.41 PC oat exam: Qa4UltNal JDG Median DMiff. Comp as... Wawa. roan Na U Cranapied 080.• 0.0•00arna Pal Cake aatetle et That% akis alma ge.04 BlaPbac 340/MlIansc 34.717.1001 saatjaialaa ala /MOM WI MSS anima aa, al r are ••ªave a a :maga fair UTILE ST. JAMES MAINTENANCE BUILDING RENOVATION PROJECT INCGISIAC Unit ST a.VZS USW 3-31.15 twnam KRB. catalpa: KRB. MSC! ma *001 0:smacita aarriam A-2A1.0 FLOOR PLAN RO BLDG PROT37 E D C B A GABLED END WALL 2 3 4 5 6 7 T I mar 20'.0- 2G-0* T 20%ft 18tr - .Z b 4. ) ) / r ALUMINVM GUTTER AS 1 ROOF PLAN R.O BUILDING ( k3.;) A-3A1.01A-3A1.0 SCALE: 3/16- 1'-0' 1 I 2 I 3 4 5 6 7 ALUMINUM BOX GUTTER ASSEmBLy E GABLED END WALL D C NEW ORE.FINISHED METAL BO% SEMELY B A AC.130.4 CwIt ITJ*Ve/3 CO.trerearrs jaredian Design Group ,a1.100."09%,, Gut . o..r.1 cuw Poi! 01o, 04.62,0 St Thum V.S. Viet sans 0007.4 toirstrue 3101!).1 NC Svc 340/...01 .ma 47,7477reGstnurrostut 141•11.141•4•••0•044•.•4 VIA POW, Ia•aliti•L %IX fL4flI• fat WI MI.W.0.•(001 1.4 WIla••••• Mae (9.1.••••.% Wen Vie t• ••••••••••••••••.ielnzal•EI m••••••••S F.' fa We. 01.0•10 PT (Ma. Yea. ...WM PROJECT PP:tit/J.< unit x1..tes r!VI 10.20.15 rm. KR B. tiμCOCOM K.RO. .7:uterus: 15401 "NlItACT A-3A1.0 PROPOSED ROOF PLAN RO BLDG PROT38 E D C B A 1 1 O 2 3 O 4 r 5 I BR 6 DIETING RETAINING WALL 0 SWITCH GEAR ROOM rl GENERATOR ROOM C CORRIDOR FP EQUIPMENT ROOM 2 r AD) B-IAI.0 B-IA1.0 3 zt EXISTING FIRST FLOOR GENERATOR BUILDING SCALE: 3/Ilro1 .-0" 4 LOCATION OF EXISTING ER 6 7 E C B A AlhotOsa WO OM WONOO CONDAMT3 JDG jar edian Design Group Non Conkom 0•P•. On•n am• Pal CM Ou CVO S. Maas. u S. WOO moo cos orruotarr 3•IIM.1401M3contsios OndoMvicoot MAN LITTLE 5T. JAMES PROJECT MOOS /MC tine ST MEI IMO 102045 KUL KRB. AMMO ire J.P.W. MONO oi1 15.001 00%ING•M.I PM NW B-1A1.0 EXISTING FIRST FLOOR FLOOR GENERATOR PROT39 E D C B A 1 1 C 2 0'0 GSM PVC PIPE FILLEDMTN CONCRETE - . BOLLARDS 19LCA 3 13- 0 C900 PVC PIPE FILLED WITH CCNC BOLLARDS 20v7 O 4 1W H SIN t O 5 EXISTING RETAKING WALL r ENCLOSURE MOUND EXISTING TRANSFORMER BELOW flu In O r 2 PROPOSED SECOND FLOOR SCALE: 3/16"1'-0" B-2Al .0 0-2Al .0 3 4 jP 0 5 6 O I 7 E C B A as US,SAIU/13 I ThEljaredian Design Group N,aaCunnitons - • Onsets tett Puttee au CU R Mak U S VS* Idiot OYU Stestest 3.147I7,403Ut Istn1.401 taut putt intittosinsUbel Say ORS OSK WANES.. S. SS,. Mil • ••••••••••• l•SOSS• SS:••••••••••••S•••••Sil SISSIS Yam. WV dale • SWISS PROJECT PMCELSASU KRIS! OM Vivi Out 10.20.15 a *ASS.: KR.B. occrsoge. KRB. •••04•C•••• •ROSC1nO4 I 3.001 COMUCTMO. B-2A1.0 FLOOR GENERATOR PROT40 E D C B A 0 11Y-0* O O EXISTING RETAINING WALL r ENCLOSURE AROUND COSTING TRANSFORMER BELOW WA' O C I • 0 NEW PRE-MESHED METAL ROOFING SYSTEM WEN VINYL P1SULTION O ROOF PLAN 0-30.1.01B-]ALA 3 F• 4 ALUMINUM BOX GUTTER ASSEMBLY 5 0 E D C B A Ca *ISA* COOAV4.11 l l lilt Mrteon Cosign Croup tee3300.411.601•0006•CMOWS Osidlot AMMO, Os CY arra u VIRM WNW OFF24 laninin3KLITLICOlec140.177.101 oust lend•Qauteit•motrot oasunoononosoosonsurs woos. ossuoso uno.""'"=rnoi=o4,: w 217===.1.1:PIEZ BOARD GENERATOR PROJECT PAWILSAILC Ulltil ST MAIM USW pR 10•2 0- IS - Si, KRB. falOWAIM NoA orwrocom J.P.W. PO011tet '1St *001 Darla: B-3A1 .0 ROOF PLAN GENERATOR BLDG PROT41 E 1 TOP CF STEEL 2 O a 3 LOUVERED FIGLOUNT FAN VENT 4 O 5 z TOP OF PARAPET WALL - EXISTING ROOF 0 0 6 22 FIRST FLOOR I 6 NEW PRE•FINISHED METAL ROOFING SYSTEM WITH® NYC. INSULATION PRE-FINISHED METAL SIDING 7 I O LOWER EXHAUST FAN VENT TOP OF STIAL BASEMENT ti rL EXISTING PAINTED PLASTER CONCRETE WALLS LOUVERED VENTS C C B A TOP OF STEEL EXISTING ROOF DECK Lei et. BUILDING A EAST ELEVATION Sat 3/Ifl ,11-0" A-A2.0 I A-A2.0 a NEW PRE-FINISHED METAL 0 YL INSULATION PRE-FINISHED METAL SIDING r H Yr [1 I I 1 F I I . I I: I ; ll , I, I 1 = I I t il .,,u P I I I I i I t li If I it- t I y ,,,, i ri i ! ill I r ll II ii I I i 4 1 [.. 1 0 1 I. I f II I I r il I i .1 i I- 1 li. 1 2 2 A-A.2.0 BUILDING A WEST ELEVATION some 3/1r-le-0' A-A2.0 3 4 5 LOUVERED EXHAUST FAN VENT 6 7 B 11044014 PlIVAACIO CO.Ca.uniTt JOG Luedlan Design Group No 33 Croterinpra Cab, Oasn's Ovelei Post Ofra M 410 St TONE. V.5. Vein Wand. Ce.104 19:40144,7 340.177.16,0 3.0,71.1601 M1tpVYt4'QAXMMIMI PROJECT PMCINZ SSC VILE ST Pail WIV.1 wTe 10-2045 mama. K R.B. OCC6001, Kp,a, Appecmmon LPN/ Rio, 18001 0011W4-1110, A-A2.0 BUILDING ELEVATIONS R.O BUILDING PROT42 O 12 PRE-FINISHED M. SIDING O 4 NEW PRE-FINISHEO METAL 0 ROOFING SYSTEM VAIN VINYL INSULAIION r( TOP OF '0 C900 PVC PIPE FILLED WITH CONCRETE BOLLARDS EASSTNG SLOPED ROOF SLAB NEW RETN/ING WALL BUILDING A NORTH ELEVATION SCALE: 3/16%.1.- A-A2.I A-A2.I L 0 0 -STEEL TOP OF VALL FIRST FLOOR NEW PRE-FPASHED METAL NYL IIISULATION ITI, 111 111 11M a El irr ="unnn`stira rat pi=n=it=i !MAI -I=0=N=H=H 1=II=HrtI=II l-.E=imuAi Ira.tti=ortnri r:I=u=u-n I :II=II-ii• • BASEMENT EXISTING CONCRETE WALL TO BE PAINTED TOP OF SI EL 5 n___TrAir5@wvemr_ TOP OF EXISTING ROOF DUCK LEVEL 0 FIRST FLOOR GUSTING CONCRETE WALL TO BE PAINTED ;i' BUILDING A 2 SOTH ELEVATION L A-A2.1 A-42.1 SCALE: 3/1CrAV-Er J 2 1 3 IY0 MOD PVC PIPE FILLED WITH CONCRETE BOLLARDS EOSTLNG SLOPED OOF SLAB 4 EXISTING PAINTED PLASTER CONCRETE WALLS NEW CONCRETE INFILL STORAGE ROOM BETWEEN OUSTING BUILDINGS PRE-FINISHED METAL SIDING HEAVY DUTY ROLL UP DOOR ASSEMLBY 5 6 EDGE OP EXISTING BUILDI 3 A -A2. I LOWERED EXHAUST FAN VENT INFILL STORAGE ROOM BETWEEN EXISTING BUILDINGS FIRST FLOOR ONLY LOUVERED EXHAUST VENT LOUVERED EGIAUST FAN VENT 7 EDGE OF L BUILDING A PARTIAL EAST ELEVATION SCALE: 3/16'n I . -V' BUILDING A -A2. I 6 Medan NS MID rμ11 JIDG !median Design Group Neaps.. NA 11 Dvainscos 6•49 • Oul•ROKAIN Cr.. Su (MI St S banal COM ppM HI 777..340 fat SiOnten 0.1543 reCittiaMPOMPSAII44 UTTLE ST. JAMES R.O AND GENERATOR PROJECT PIAC R5 ARC Witt bfawnn us.° OAR 10.2O-IS KRB. Ciext0 int BRO. apportast J.P.W. 15401 COMUCIAIO: A-A2.1 BUILDING ELEVATIONS R.O BUILDING PROT43 E C B 1 I 2 I 3 TOP CF STEEL TOP OF PARAPET WAU. FIRST FLOCR r 12 4 PREPINISNE0 METAL S!DING NEW PREPINISNE0 METAL INYL C1SVLAMON II BASEMENT EXISTING PAINTED PIASTERCONCRETE WALLS COSTING SLOPED ROOF SLAB BUILDING B NORTH ELEVATION SCALE: 3/16.!, I 5 TOP OF - PEEL TOP Ofu __E WALL NEW CONCRETE RUNNING WAL WITH WATERPROOF MEMBRANE COATING MO ElIKADRAJN MEMBRANE FIRST FLOOR 6 BUILDING B SOUTH ELEVATION 7 PRE-FINGNED METAL SIDING 12 NEW PRE.FINISIIED METAL INSULATION =ME 3/Ie-r - oe A A EXISTING PAINTED PLASTER CONCRETE %TAUS ABOVE GRADE E C B 2 3 4 5 6 7 1111.100 IIY PiraWbei 41001111101 JDG lizedian Design Croup Nal Onteffilete 0•10 MI 011eatateni it Mann. LIS. Win Walla 0,134 boepheor 3410177.10WagNO.177.10/1 *auk jenclaanblwavalf Int MOI NM. IOW* NAV. MO. 14 MI M.. IPS, Mal MOMS St ..nnen an. -WY nott• allan"eneni. ••••• ?Ina 141••••• LIO • ••••••• 14,40 NNW new •• a... sot. PROJECT PAPC11.9 MIA MAC NW= VSVJ 5LAH 10-20-15 OWN W. wenon. K.R.B. WAY40St J.P.W. PODSCINCia 15-001 COww41147: B-A2.O BUILDING ELEVATIONS GENERATOR PROT44 E D C B A 1 1 2 EDGE OF C EXISTING A BUILDING 3 TOP OF STEEL 4 5 6 LOUVEREO EXHAUST LOUVERED EXHAUST FAN VENT FAN VENT DIFILL STORAGE ROOM BETWEEN EXISTING MAW/ 1GS TOP OF PARAPET WALL eTh it I I 4 S 7 NEW PRE.FINISHED METAL PRE-FIMSHED METAL SIDING SLOPED ROOF SLAB J pRST FLOOR BASEMENT BUILDING B WEST ELEVATION TOP CC SCALE: 3/16-=r-0 - -A2.1 B - A2.I 2 3 RE. PREMED P.SETAL SID NG y NEW PRE-FINISHED METAL ROOFING SYSTEM1MM STEEL Pr. TOP OF PARAPET WALL S FIRST FLOOR III 1 -1 NT 4 LOUVERED EXHAUST VENT L 2 LOWERED EXHAUST VENT VG CSO) PVC PIPE FRIED WITH CONCRETE BOLLARDS EXISTING SLOPED ROOF SLAB BUILDING B EAST ELEVATION i A SCALE: 3/I6'= t'-0 - E D C B B - A2.1 I HEAVY DUTY ROLL UP DOOR ASSEMBLY 6 7 1.0 OT TPvxo cosparmrs JDG 'median Delip WA Oni.ois Oetio -CumiesCupd• Pal Oita Omni* St Them:ANA VIVAITTotallOT iffictom, 340 TTETETTIteNATTEMTI .inatkee4m204ToToTa R.O AND GENERATOR PROJECT TwiCUSAAC TIME STasaft USYJ WIL 102015 imunim. Kat 040,I0 IT KR .B. m.wro, Fr J.P.W. Man Mt 15-001 OTOMMCI TM; POlinCta B-A2.1 BUILDING ELEVATIONS GENERATOR PROT45 1 E D C B A TCP OF STEEL 2 PteRLINS PRE.FROSNED METAL SIDING WITH VINYL FACE INSULATION ROOF DECK 3 0 O 12 r PRE ENGIN.E FRAYS ASSEMBLY 4 I I PURUNS NEW PRE-FINtSHED METAL &MING SLAB AND GREEN ROOF SLOPED AT k PER FOOT 5 NM i I FLOOR 4.6 .". 1.....?.:.'g.s. .e. BASEMENT ye: ele ;TTC..-44o • r• ty Lc, • et: J7 CONCRETE PIER 2 CROSS SECTION BUILDING B A1.0 I /SO I 3 4 5 r 6 6 7 7 E D C B A MR iietYGOIC MINKS teidealiWIS III Imam Win cm* oeslyeyekerinevrade. tenzennlepers OS, •Ceseeene Choldst MI Ma Om C11. a neOffeas. Vet ete. kelleSCCON latpiene ailtl 777. iorl1101 osianiedledeimesset wen PROJECT PA/M.3/.0.0 LIME letlaset3 WWI Out 104045 KR.B. am® E.: KR.B. IIIONSOAt ODefilbaieey MIXT WU A3.0 BUILDING SECTIONS PROT46 E D C B A 1 1 TOP OF STEEL z 2 SASSMSNT LEW 3 CROSS SECTION BUILDING A SCALE: 1/h'=1'-0" A3.I A3.1 4 2 I 3 I 4 EXISTING SLAS AND GREEN ROOF SLOPED ATE PER FOOT 5 5 6 NEW PRE•FINISNE0 METAL vl 12 7 CONCRETE FIER E D C B nrat Coif Kt Cart ISVA•3 (*.sawn* 'median Design Group Hsu oordricons we.- Owen, MM Foa Cita Soatis 84. Dila" U.S. WO MAWS COW. likelent SO.M.S.X. tat 341Uttli01 pantOnterge ma ea ma *teen ianal• lat LMLE ST. JAMES PROJECT IMWILIAS.0 urn( VANUA UAW 00.1* 1040.15 nowt.: KRB. cm1oann. KRA 1/0/040111: J.P.W. 111OXCrnO: I50)1 Can PC. A3.1 BUILDING SECTICNS 1 PROT47 1 COAT BACK OF WALL E WITH (2)COATS OF "' BITUMINOUS MEMBRANE C B A ENKADRAIN DRAINAGE I/AST 2 3 4 5 METAL FLASHING MTh TERI/MATSON BA 6' FILL SINGLE PLY TOPPING t/EMS,RANE SLAB NOTE C I 6 CAP FLAMING c _ic V........t 1ETAL CLEAT E1 1 11 1 I EIll I I I Il I 1 1 I z 1- - :7111 EI I I I I 1 I II E1 I I -II I 1 1 - I L__I, 00,,,,c 0 0 0-0-0 - c -4 0:0:0:0:0:0:0 - L3:0:0:0:0:0:0:0 1_00000000 _0000000c 00000000000000 ! 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 >0000000 , 0 o0 o0 00 O.0 e• a • T:O• D. • 4 ix-CONCRETEWALL SI AT 12' 0.0 SSAT V0.0 Is Won troz PVC WATER STOP 2X• KEYWAY it n. OUTLINE OF BEAM RI THE BACNOROUND SEMI 81 OUTIRC OF COLUMN IN THE BACKGROUND af .4 I. • • a tO PERFORATED DRAINAGE PIPE ENCASED IN GRAVEL PO PERFORATED DRAINAGE PPE BELOW SLAB 1 2 CROSS SECTION SCALE: 3/ Cr- I • - AS2 I AS.2 811.0 MIS 51 5 IS VERTICAL AT V 00 AT 12* 0.0 i2. CONCRETE WALL •• AT iro.c IS AT 4- 0.0 PVC WATER STOP 2X4 KEYWAY 7 E D C B Cat. ICaSVC OEPMACS CON:u.L..vT3 SMIS•il Otte Croup P.S.••••••••/0...s. .4.13Atalmies 0••••0•44s01.•• Pt MOMS ••••21b A Thema; 0.12.Wisl•••••± Slow MOLIT7.14,3 tic ad0177.1401 PlintafeetS.Cdtall Peenia•••••••••awmace••••• aftomarais...a. masa.. so MS.. IN FITOOMtall itI• &OF ••• II.411.1.11•••••••• la/ I. MP 101•Illi...19 OS MT •••••• WM. MM.. Pait PROJECT 1.0.9CEILS &LC Witt SUN,'" US.Y.. 10-20-Is Drawer: KRB. damn. NEB. APHIC.60 J.P.W. 1.10A2110: 'SCSI Saita.C. A3.2 BUILDING SECTION PROT48 E D C B 2 3 4 5 METAL FLASHING WITH METAL FIASHINO WON TERMINATION BAR TERMINATION SINGLERLY MEMBRANE 6' FILL TCPPING OFT, i • Prra • a S &SS SS BEAU BI OUTLINE OF BEAM IN THE BACKGROUND OUTLINE OF COLUIANIN THE BACKGROUND a5 MATT ir o.c A -t II - II - III I I - III=I II 2 -NN - VAPOR BARRIER 4'9 PERFORATED DRAINAGE PIPE BELOW SLAB CROSS SECTION SCALE: 3/4%.1.-0 . 3 A3.3 I A3.3 4 SU9 NOTE Cl SINGLE PLY MEMBRANE 6 1TITL:I// //)t ' II II I III II 5 II III-4_ 6 7 7 E D C B A rtnit.O.3 GAIL S.1 PLIA. COOLOMOS tie interim Design Group ...31oronanars ea, • OastYs Gram NV MO Sea 62IS 1St D.Mus. WI %WA I 0/04 tolegoone 3•1/77.1601) 3..17/.1601 •••at =?,...•••14:74.".."=e UTTLE ST. JAMES P.O AND GENERATOR PROJECT MIMS WAG IOTA tir JAMS V t.vJ Ohlt 10.20.15 ewe-: KR.B. 04Cue we KR. D. neat NOJ 1S-001 CCarINCT gam. A3.3 BUILDING SECTION PROT49 E 2 3 4 DOOR 80.33ULE Nil MAPES WE OTT - u - V9. - r - HARM% (Witt ML% RATES MUMS 0 HOLLOW METAL TS' 90' HOU.OW METAL DOOR AND FRAME 0 ROLLED DOWN sHurreR 216- 120' simaml OvERRIOE 0 216* 120' 0 215. 192' MANUAL VERROE 0 21192' siANUAL OVERRIDE i:EI HOLLOW METAL 76' SO' HOLLOW METAL WORMS, FRAME 5 I 6 7 E D D B B A 1 2 3 4 6 7 Kt Out COSSIVIO JDG WSW, Design Group let A Denims Cat* -One, Mlle poil CAW Oe 112,3 St Thai.. U.S. Voln Wards 0019. /Uutcet 340.172.1(0) be SUSUMU, *nit juldintjUvertuxUal UTILE ST. JAMES MIXING ROOFING PROJECT Mint Vatc woe ST SUL vs.v.i 10.20.15 KRB. K.R.B. ArnICATO J.P.W. MAttiCt 16401 MA oat A4.0 SCHEDULES PROT50 D C B A 1 PRE•FINISNED METAL SIDING KITH VINYL FACE INSULATION PURLINS 1 • ♦` 2 • 0 ♦ ♦\ 3 PRE-FINISHED METAL ROOF ASSEMBLY KITH PRE ENGINEER FRAME ASSEMBLY • /4 LC. • WALL SECTION SCALE 3/s•.r-G• AS.O I AS.O 2 3 CONCRETE SLAB 4 HEAVY DUTY ROLL UP GARAGE DOOR ASSEMBLY 4 5 2 WALL SECTION 6 PREFINTSHEO METAL ROOF ASSEMBLY WITH VINYL FACEO INSULATION STEEL CHANNEL HEADER CONCRETE FLOOR SLAB AS.O I AS.O SCALD 3/4'l1•-O• PRE NCR'S ER FRAME ASSEMBLY pnylaCtOGC. JOINTMLUIR 7 6 3 WALL SECTION SCALE: 3/C-V-0• SIMILAR E D PRE•F1NISHEO METAL SIDING WITH VINYL FACE INSULATION STRUCTURAL STEEL PURLINS es.° I A.5.0 7 C B A /0004 •R *Mt SAO familia/I Otago Group Ho "O . JeiliVOS G.WO • GAMS OsMI INS Ma Bait 4211 .'.LT amat V S. Vetin tan.* COW Mutat. 340 MAO) )10 727.$101 ...Juana Mt EfrOT•ettette .01.••••••••••••••••0•14.74 ANL .0.41••• ••••••••lingln.a.t• YOMICOVIPIS a VIM nainCSIP MM.. et MY, ••• •••41SIIIWPIPIIIM••4•0•••••••14. Seple.•••• •••••••••••••1•144 tau ST. JAMES PROJECT Noernaukc 1.11714 ST SMCS USW PNC 10-20-15 KRB. 00:400Y, KR.B. OPOJECTM3a 15.001 oasruno: A5.0 WALL SECTIONS PROT51 E D C B 1 3X SOLID WOOD NAILER NEOPRENE CLOSURE PRE.FIHISNED ALUMINUMGUTTER ASSEMBLY 2X10 FASCIA WRAPPED WITH METAL PRE FINISHED METAL SIDING WITH VINYL FACE EMULATION 1 2 3 ROOF FLASHING DETAIL NEW PRE-FINISHED METAL SAIDI. INSULATION AEI I A5.I METAL SIDING METAL FT-AMONG EXISTING CONCRETE WALL 3 DETAIL A5.I 1 A5.I SCALE: 2 3 PURUN 4 PURLIIIS 4 0 0 l LL - ILI 2o 0v) l- LTI X 2 CE a_ 0 5 BIGO CAP FLASHING 6 2 EAVE DETAIL PURLINS 7 NEOPRENE CLOSURE 3 X SOLID WOOD NAILER A5.1 I ALI SCALE: rat I-0" ZD .<7 (3) MS TOP PRE-MOLDED JOINT FILLER IM HORIZONTAL /SAT IT 0.0 PREMOLDED JOINT FILLER OS TIES ATM 0.0 5 4 DETAIL scut: 2..1.-0- Asi I A.5.1 (2)45 BOTTOM E D C B .MICA 'Cc ass AlWati CO•vninvil ria Dredian Design Group 33 Ditáriepre 0•0*. On•en. Guerin PtigOrte• 04,62111 a 71~ US. V.411~0004 ildne~ 340. WON: nctin24> 20. ...tr., Ia.. .B.( Maili•Int,lialY•Wi•ID. NW L.., 1...,4•1•1•04.••• id ....SS WIWI• ••••• !El !PO/ 1, 1•0 ...IOW wit .• 11.11.1.1/~1.1.1.~.11••• red FM. PROJECT /102:61 &RC Witi nacao uavl 0•M Wane 10-10-15 KRAL mason: KRO - em J.P.W. Ilioaerrau ISCOI COIMUCTNO.± OMIT MX A5.1 DETAILS PROT52 E C B 1 2 VENTILATION FAN SCHEDULE OCT DE924411:41 (7-1 FR-217-3 EI-CFS-S MU 9RVID DORM SECOO FUTON MOTO ./C WOO ROOT IRCOO O. OFIXTJVC MYNCI In IX SCO FM MEMO( Da nnAI CO MUM CO MAX UTCOIN. WAG CLIC MA FAN MT N-LITE ONOC 14-LRIE VOL Na CTIA XCO 3%0 ZOO Cat TITS 4010E WE MO ON Me. TYPE a DON. WIW. FAN RP 9Pal; NM Ca FAN SPEED. MI Na NS 1720 11:44 SUOC RIMS Ol Of ICIII 0.15 0.4 ORS FAN NR NT 000M ORSILM) 1/3 I-1/2 3/4 TM 110101 SIAM DA - Mt AU SUMER IWO° II - TIT049441. 10W091. ELELIMOL MOE ROLA; 11W-10-Pal 334N- Y-010-abitZt2S., INSCIetf/ACCt OPORTO RD9.020) CoN IMITIVACIMPER CCDIICIX OOECOOX DOOM VCR NO00. WWI 93-1404 6-4 -300-If SO-I.30. MCC 31•701 113 113 TM 3304 OffiC1013 Mt MO WIC WW1 - - COTS 01/31011 FE. OM 2m. 84300.47 ONTO MT AS NS 870SCREIN Sal) FATE SPEM COMM NENOSTAT COM nS - 13417Y MOOTED CVO N WC lb Ill C I. XL FMS 9,OLL Kest AIM =TEO DIMS 3. 11-WE IAC SW. IE MONO KM MAO WOE 31031034 ISC4.005 3. AL NES SW H CCM eMIImOIfOR anCM AIR DISTRIBUTION SCHEDULE Sr. WC ME ICOIRR0 ICI • KM IC SALT SIX OW On TM 2291 TOM SIX OW XV5-3301 l ! 130PaT ORSW WU. WOO COO SOIMI OEDOCCX-041-104 C I. el. PR (15021.24 at SW. IC Cr IMAM AMU OPSIMM. I. CORMS St COMPLOCH MOM MX 00910 it010:07 can; NN. 3. FM FOR A IR COMMIXOT MIS SW IX AS ZLC 3 4 AIR CONDITIONING LEGEND ST&I80t, DESCRIPTION MOIC INT RCM COX CCM MOM COMIC CM Fir TER loci COWS 'Al Ow/ FaciSAR flit LOC An RFT POI WA le19300 IIC01 'Cl noun Rua MAN CM• S Al REYOU.206 ID ICIVE RAO Al MTN CALLE MIRT =WILL PCS= 4309/301 WI MIS, TAR mfr IOWA ORM PSC CAM cam NM um) NOVO OAT UM KT BAD WM DOW orywxn MOOT CM AR CTIFSMOT MOM METE ROXIM TIM COW IWO. 1101.0347 Of! OXI SICTOI COM. MR% Cr 019£ AR CAT WM Mat ORM fit NM I/ MIMI= Fall IMCCD CAWS CUCI WPM MRI tt 70PMIS 0634 Ml 01 FLL ES. FLA IW IV RI IIG. KIX Na NA RN. M. SA fl it,,. Cr CO) 031 ETA CO OXIAR TG A' VD CP CEI I21 _at a RATE M IA FLOC al WIG (TRW irm AP FM AM OM= Cr CCM CM Mer (Mtn COn (SWAM D CUM MINK slAt3 Cal IMOD AIM COT= 110 OR Mt SCOOT AM WORK a WI S3I MICR ROOS( TROT OUTDOOR AIR REQUIREMENTS FOR VENTILATION pm swam 6.1-1010) TM =OMIT OWN= ORONO flte Mt Sf. (4) CCCMCY roma, U. ROL Toscas ON MORE WIDOSI AR oot In/P ON Ara WPM DM RUC crwsr. OW OA MI ROA CN t.o) • ONO OA MIA I104 all OWEN - htlfrIRA NO - - IS OM 7000 .." LOOT 7293 - - 1S ISM MCI nPAM 9 2473 - - 13 3:03 4X0 5 HVAC GENERAL NOTES TIC IRK 103 6 TO DE COM TIM TES NUOPO Pate 0€ NOCDOO Of XL LOX WSW SW IMMO MCI% IRO 16FECORTS313133. ICTSMI. ITC. RAMO Fre II4E COMMIX Cr DC YEALIV30/1 VON 1W4 COCP/X4OS NO/01 LCD TWA 2. COMMA SKILL at SPICE COOTICNS NO OTIO93N5 NO SIM =COTO! PDX SIT A 0110 MOCK ..03 - PROT 10 01333.101 NO 06101AXII Of =WM N1100( Sal OT COOFTRINO) 14MC OWN TV3013 TO ITO /COMM MI MOWS Cf CCASITIOCTOI MO N 5"-C COLFIPICE CON XL AMORE WOES NO TOCOX: C 4L q% SM/ OE COX X A MC NOCM IN De LAZ1 EITO, CP 11e TN 00.13004 Mat; COX NO 41 TOOL OXES AC OTOTTMCCS. A. MUM I. WY I.WMT P.1 UMW. WPM Ale 137)3031I2 TIN ac (I) MI nos out a 43:171433. C 03010004 9041 ORICOMI NL OLIIMC ?AM" MIMOMS MT TO Oa r. 9247 94•• (SWIMS a 41 INTORLS 40 MAW OF NT 1I. MON TO FATIXAT01. C. /41 0μT SO3 Pan W CRAYX1 ARE ORA KIX OAMS00. 11 AR OSMIDJX14 WI IC AI 'SCRIM PI lOt °PANTOS 01 ANTOND COX. ELSZESS I. OMEN =MOW PO /RIMS 9441K 200.4 UV TIBIA COCSOUTTLW CII SEC OAS BRA 00 X.X. 1010E COJETZ-ITONMS MONO 000. WAR 040173. 110011 COMM= ONXITTC 1.4310 NO OM NW (DI. /02/114 18 OM PROW. v5ISC [MRS TOFF Cf MORD IS ! CITS7/0304 OM MON COCO. OWNV.4. RIONTALM =MN WO trt ci RCM UP 134.43/7 TOWS 31:3CLELIN3/anialtia NC MS'Lrn li I. MS PSOLIA994. 9010. At (MIMI 6 MOM. CM MA MIMS NO GWYN ITAX LP N ICCERNAT 0111110M.00.3131 TETTLICTOZ. 2. ORANX LP 11,101 TO 2U01 Al 01304316 6 C1/41 MOM KM IR MC MX TM 330 Mara 3, TIC JAL mom. max NO maw lam MURIA O93S. 6 7 E D C B A A 1 2 3 4 5 6 7 NN 4143.3 Ittencvs 314.333 co:Naomi lartdian Design Group .....our - uo - r - ruses IkNelnora 0334•Cvor's Curter Poe Woo Cc,4 eT03 St imam US try, Xttret C4034 NTT:Ow, 340 77T.NOOTN, 310 777.31.3I . 040 4•••••20, 0Reavvo na•Onta.• aMa.plid YT 104100WO all•••104•4*, MVO MSS... it...••••• ..11 ,1•4•••••••0/e0.14•01•••••W •••42 /.1.2•••••••••••••.•••••••••WM nom , •••••••••••••••10.1 ,110, PROJECT INATII•AC 11111.1 CI NAPS USN. OME. Common KRAL a® .R 10-20-15 KRA. smote iee J.P.W. PmNcrw 15.001 CONTINCTRO2 MO.0 MECHANICAL NOTES, LEGEND & SCHEDULES PROT53 1 PaIMOI I 2 I 3 ......."-- r ug I 4 I 5 I 6 I 7 I - itettitod - Cwat RO.R.3 E MI n o. E RS. CM D INLINE FAN SUPPORT 0 DETAIL - D COOSTANTS N.T.S - - j DC Poldian Map Group ...our..........• It DiceelepOre Oen -Cases Ouat. hal Oho toot QUI St Mena. tO.S. Vito Yawl. ON04 Mira. ICI MAW> "c 31.177.14, 1 nartjaretlaii2eAnatital C - B A 1 I 2 I 3 i 4 I 5 I C B A 6 I 7 I +ma n ........cs iso..... es mews, awn.. sawn. •••••••••soton mow...ago =r• ...met ••• wan f•uni ...c.o.s... V enuª natia=rroin LITRE ST. JAMES PROJECT OMMISAAO VT; SIAM'S L, in Cet 10-20-IS mourn K.Ft13. CICOMOSTI Kkg. rorocutorn J.P.W. IMOACT•01 15-001 COCRCTIPIO: torn woi M0.1 HVAC DETAILS co I PROT54 1 E D C B A FUTURE R.Q. EQUIPMENT 2 WA At 1 I M t Al . I 3 PROPOSED MECHANICAL FIRST FLOOR R.O. BUILDING SCALE: 3/1Val 4 5 6 1 2 3 4 5 6 7 0 0 7 KEY NOTES: Ir OUTSIDE AIR INTAKE PLENUM WITH MOTORIZED DAMPER. Yntsr SHEET METAL BELLMOUDI WITH WIRE MESH SCREEN EXISTING RETAINING ALL LOCATION OF EXISTING ISFORMER E D C B A In Okra e - . COldraTMOS SI Wee= Design Croup Pb 2) Octarlspot Glee • Omits Oant• /WO WSfu 624 a TONS. US. %In -Ss COMA legebwa NIMMIO00 fag 340.171.1601 gledelo•dleitS.P.OUN ••• Owl SO le•Ntastop.i..t PC =":41."=.14.===='' LITTLE St JAMES P.O AND GENERATOR PROJECT NACIIVIAIK um[LrAlin UAW as 1040.1$ muncire, )(A.B. oocaos, RR& romi:C.Ku IS-001 4:01.4Clts". Srel. re: M-1A1.1 PROPOSED 1ST FLOOR HVAC RO BLDG cr 43 PROT55 1 E 6'O C900 FvC PIPE FILLED NN CONCREI BOLLARD C 2 3 4 5 1: WM& 6 0 7 KEY NOTES: QV OUTSIDE AIR INTAKE PLENUM WITH MOTORIZED DAPPER 6IYX6116 SHEET MEIN- SELLMOLIDI WITH WIRE MESH SCREEN CARSON MONOXIDE PANEL It ATP lir 1H taw 20'.0• 20%0' 200' 20tO• Itr-8' I I 3 0 I - I [repeated 6 times] 2 2 EF.3 EF-3 O GI 0 B A L' 1TRJS 2 PROPOSED MECHANICAL SECOND FLOOR R.O. BUILDING SCALE: 3/16--E-0" 11-2A1.011:1-2A1.0 3 4 6 1:41rX4r 7 0 0 E D C B A ous SAO. COOIMMIT5 JDG Jaredi.Vi Otalgn Group •a13 Deo. rkre thde ..Inerta Cabe rod Cita eat gin St Mona!, US. Wrlifirdalll ideittnr. Yam cca Isc MIMS, taut pred.oniVrensemoi Faltir. art UTTLE ST, JAMES FLO AND GENERATOR PROJECT IHCELSAS.0 LIMN SUM." USW out 10-20-IS rant 040110 by, anion, ra' 15.001 001(11401104 IMMO: M-2A1.0 FLOOR HVAC RO BLDG PROT56 E D C B A 1 1 2 16 AFF TO OPENING 2 1: It x46* O AFF 3 10 'NFF T 4 EF v 24 CC 16' AEA TO OF OPENER) MECHANICAL SECOND FLOOR SCALE: 3/16'•1'-0' 3 4 5 EX1STlks3 RETAINING! WALL r ENCLOSURE AROUND EXISTING TRANSFORMER BELOW 0 5 6 6 0 7 KEY NOTES: 12* OUTSIDE AIR INTAKE PLENUM WITHMOTORIZED DANDER 35,05- SHEET METAL BEUA1OUTH MITH MIRE MESH SCREEN CARBON MONOXIDE PANEL E C B A to ac 110...W4 Jartdian Design Group NO 33 Onfrlirt*G44••Otneit's Wan. Post Ora Bac CM SL T.ta.V Yeri blard4O:4O1 lielophenic 340.177.1"0 lu:140.177.10,1 •nit MgiVy1}wn91M *SI Awe -.00.11•••••01.101•••• Cot Scaaliorlawa elbil••••••••• IMAM trenera hillia el •••••••• na• NifiLeetwil ••••01..1.11•••••••• WRilla••••••• l•••••••••4011 NNW. illiel.N.0•104.4•••••••••••11 PROJECT OWKIIS wn Innen a, USW PAM 10.20.15 same" KR.B. 040401rn ane0,4011n, J.P.W. MORO' oar 15001 -IC, M-261.0 MECHANICAL SECOND FLOOR GENERATOR PROT57 1 2 3 4 5 6 7 GENERAL ELECTRICAL NOTES AWE CLOCK 2 PST I. AI WY" 441.... IX PI AMOCINCE MI MEOW ELECOVOL CCM TOM MOW OXT MC COO /MOM COOTS OD "MOOS 2. Q DC 010DX AC COCISAVAIC MD CO SIX CM Al 0746. (010 MO 00n5 WCAPID 4 MC A 44.6111E 147 06111/001 X 1COMAnt F1ECTFICAL SYMBOL LEGEND NEW PSI - ID X.A. Ill V ORM PETIPLIOJE (AMOIC TIN DEC. 01. MEM nat IM1 VEMPAMOY MO CCM' CTI At. X LCOZO6 MAC 011,2% =WM EOLTWOM. OSEMICIS. POLOAX. EIL Elf IC FELD OXON a WOO 1110 iz IN/ 0551 MN. 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ILL PC COMM. =UT MC MO MOO AS WM CaMMCOMMOM CAME 04 SOMMOKS Y WI COMM 101€10 MO TO It OAXACAN MA ROMAN MO WMCC Ml AMID ICON MS Odd. 2 M. UMW= DO N POMO OWE= N =COO WDI DC COX. 0644 luMMEISMI ROMOCATAS MC MCA. OXC ACIORESOTS AA CIXIAIOTE CIO DIX 00 (Cl 900 OWE EIM IWZMID DM DC MS POE GAME nit TIC CORO/ IMMIX nt &GAOL OPIPCICR 6 PCSPO,Pll 0 PWC A ANCIOCNI a Mc ten 4111 EC MP/ MM OUT SAUCES 00 TE CDETWX COMO 21 N. O. a ML PO NO MOM EMS SW. C AXIIIME Al Al EWES MC POD N& MCMCC6 CC MEIMMON au a ORONO XIV= WLL N COW MANX MO VOICIWO1 IMO ML IJEMW IMOD 0:10.00F5 M111 51011 N CCM IWO IS OLEO 0900 IX//3 V MO L ." 2 COSTING 2001 MEWS n PARTIAL ELECTRICAL RISER WAGRAM tOS. J LIGHTING FIXTURE SCHEDULE Tat (CCAPICII araact DATA UM DATA GASS if LOAN lAIRRNOIDAT NOES LOAD VA VINE CAT SWAM TIPE OMR IBM= RAMFACWROI it:00.CD SUES MACE WALL MEWS V UMW (9-232 CAB ID IS 272/1/60 HAMA U1NONIA ARA-3-541115-2/7V MR le IS (A1111 MD WADE M/1/0) Viii (A UNICA EUD 277/1/60 DAIWA e MONA RFS 2501 in-nni SOB 277/1/60 UPINA e ODOM OMNI MECUM (27210 DADRA 3 4 5 6 7 D C OUt MW.., kW= Map Group immesamIm Ms 33 CreaSsons Mal• • Omits Omilm POMO MGM St TWIMUSIMMIlibilIONDI I•olon 340.M.N00.c3407/7101 macemedaMOMmatell 44.i:4'13V • UTTLC ST. JAMES PROJECT MVXLMAC MOW AT AIMS VAv1 prc 17.23.16 ccAnyar KILO. KRD. AtiAlclieu 16001 COPW.Cc E0.0 ELECTRICAL NOTES. LEGEND & RISERS A PROT58 E D C B A 1 2 3 CMG Pat WA Ka OW XC AP COW WI ECM MN PA 123 NO UM MXJ2 Lit Pa IOW RuSL 3 IOWA 'flu pl. 4 SOLO /OWL 62/ PAC: 30 07 5511/22 at Ulte MOM OCCRIT011 16. 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A-1(1.01/1-1(1.0 2 3 CORRIDOR EXISTING `, FP EQUIPMENT \ ROOM 5 6 EXISTING PANEL 'SPEC FIELD VERIFY EXACT LOCATION PANEL FEEDS All NEW DEVICES ON SECOND FLOOR MID NEW STORAGE ROOM EXISTING SWITCH GEAR ROOM 7 4 5 S 7 BUSTING RETAJMNG ALL LOCATION OF EXISTING 'TRANSFORMER E (-1 C B POWYS OCINIMIANIS laradan DMIT/1 Gaup maxi cowvirra Cop -Coniamelor Peptera Ope1214 St norms. us. WO IsW410)00g IdrIteac 344777.1193 30.7?7.1401 opsaiketfedeAPPPlawtral 5.7=="741:2;T:=7.- PROJECT FNlcaslae UM. ST YAWS IINel CAR CePPOltel 1000.15 KRA OeCiaLD et KRAL appriartD J.P.W. ponlittlet 15-001 C.OpitiCr Nal *Won; A-1E1.0 PROPOSED 1ST FLOOR FLOOR RO BLDG PROT60 E D C B 1 RP'C-47-4 0 120•AF.F 0 IR II:l 2 3 4 <1-1> 5 6 CARBON MONOXIDE PANEL SEE MECHANICAL DRAWNOS 7 110 CD 110 CD I RP" 4; e - 0Q "FL U €L RPC-410 RPC-115 go MOTORIZED DAMPERS O Its FIPC-4 PPC-2 MOTORIZED PAUPERS GRPC-13 7:2 1:9 - \ a... m a te N ,.. 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