EFTA00258636

LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT PARCEL NO. C LITTLE ST JAMES U.S.V.I 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 PREPARED BY 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 2 3 4 5 6 7 *Ft Out MAWS E E UM SETBACK UNE LINE OF NATURAL ABUTMENT PER 714I5 SURVEY REST ROO LOCATION OF EXISTWO MNNTENANCE WORK D CONTAINMENT SHOP WADING TO BE D REMOVED AND FUEL TANK RE-BUILT FUEL PUMPS Stal Ostaltgota Galt -04.eira twat Pti101p6.12I8 St TIPAG.I.I.S. WA.IslasiLPN klAchant 303 rriAtco l6 344177..)1 e.n.at)As4ACC.:00.44144 C C ILMOIII MPI•elaMMI.I. III Wet. =al rat . Mai. 16 OM COT WWII LOCATION OF OUSTING GENERATOR LITTLE ST. JAMES BULGING MAINTENANCE AND WORKSHOP BUILDING PROJECT PARCa C LOCATION OF FASTING LIMA Stake' V.3.VI RO BUILDING -9IS -IS Pura V; KRB. B B 04(40V. KRA. 30 0 30 60 90 /40=7•4: 50 15401 SCALE - 1*- so* E of MARVIN BERNING & ASSOCIATES ;AND Smartt* 0.631410.: SUBEDISICK PLANKING PROPERlY SUIDEIR CO.0 Pi ia PARTIAL TOPOGRAPHICAL SURVEY EXISTING CONDITION PARCEL No. LIME ST. JAMES ISLAND SITE PLAN NOTES) No. GA RED HOCK WASTER A SOC R-1 sr. THOMAS. U.S.V1 EXISTING CONDITIONS A ELWAVOIN PM a. IRS SURVEY SUMER LOUIS SITE PLAN CALL: SCALD V CAURILOIK Xf co.o I coo OATS: 30/15 JOB N0. 36C0 1 2 3 4 6 7 EFTA00258637 MOO* 1 2 3 5 6 7 not 1110•410 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 KEN CONCRETE ENO OF CONSTRUCTION RETARANG WALL SILT SCREEN (SEE DETAIL 2 ON 3. INSTALL SILT SCREEN FENCE AS PER MANUFACTURES E SHEET CEO) INSTRUCTION E LOCATION OF NEW 4. RECEPTACLES SHALL BE PROVIDED ON SITE MO MAINTAINED TOP OF WALL MAINTENANCE AND ELEVATOR ON A REGULAR BASIS WORK SHOP BUILDING 11.1:0 5. VEGETATION BERMS SNAIL BE USED IN OCNJJIICTION VAIN SILT FENCE TO REDUCE STORM WATER RUN OFF. 0 NC PER THIS SURVEY & NATURAL VEGETATION SRNS BE PRESERVED IN TIE 0014IATAVII INDICATED AREAS UM SETBACK LINE REST R UNE OF NATURAL ABUTMENT ZONING NOTES LOT ZONING: EL-1 D CONTAINMENT W LOT SIZES PARCEL C (11.5 ACRES 515.188 San) D FUEL TA USE: RESIDENTIAL FINS/I FLOOR ELEVATION 10.St ACCESSORY USES: NONE FUEL PU TOMAICM EASING SLAB PARKING: 4 VEHICLE SPACES PROVIDED SILT SCREEN DEN5FIY: TWO (2) DWELLING UNITS laredian Design Croup (SEE DETAIL 2 ON Sellick••••••••01.0.•••• SHEET CEO) LOT OCCUPANCY: 2.5 PERCENT MAX. (128.707) M.33 Cre."POs G20.. Qaa% Omen Cw 9.0410 ACTUAL LOT COVERAGE 5%•[30.385) lar VS. "14 Wine• W04 Wkptcnot 777./600 tam 340.717.16:4 MIN LOT AREA: MBES,. .ere lanetsVekoesadAsl EOSTING LOT WIDTH: 100 FEET REQUIRED Imo w was. su.s• 04nIVri 011any. ACCESSORY rj ....t.r ea . 77JEntr . C SULDIPIGS C VIRGIN ISUND ZONING REQUIREMENT 4 13:7.t. FRONT YARD SETBACK: 15 FEET SIDE IS FEET MID REAR YARD SETBACK: *FEET MAXIMUM HEIGHT: 2 STORIES LITTLE ST. JAMES MAINTENANCE PROPOSED HEIGHT: I STORY AND WORKSHOP SURFING PROJECT PAACO. C UM( St IMES U.11.1 OME 9.1S-15 0•Aroay. KRB. B B OfttADIY, KRAL .." 0.0? J.P.W. a? CO 90 roall:C110: 15-001 SCALE ••• 30. olia n MARVIN BERNING & ASSOCIATES MST/A LA70 SURVEYORS 9..9CINSON PLANING PROPERTY SURVEYS C1.0 PARTIAL TOPOGRAPHICAL SURVEY PARTIAL SITE PLAN PARCEL No. 'V UTILE ST. JAMES ISLAND NOTES: NO. EA NO NOOK QUARTER 1 SITE PLAN ZORC R-I ST. 110.03. A CLEYATIONS PDI 01.0 101.0 SCALE: : •-3(1-0- suRvre SlIMET; LOUTS CNC: 01010.07 SOW OARS VIM • 30' Gc.„Jefr XI HO. 3100 1 2 3 4 5 6 7 EFTA00258638 1 2 3 4 5 6 7 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" 8' #4012" #4012" 94012" PROFILE OF 3'-r t9" 2'-5" ID3STNO GRADE 7•-o* (-2- 1r 2'-6" 12" #4012" #4012" #4012" AREA TO BE E 8.-0 4'-8" tr 2'-ir 12" #508" #408" #44810" EXCAVATED le-0" 5'-2" 12" 3.-2" 12" #508" #408" #5010" RETAINING WALL 10*-0- 5'-g" 12" 3'-7" 14" #508" #408" #5010" 11'-O" 6'-7" 12" (-1" 17" 9508" #408" #5010" 20 12'-0" 7'-3" 14" 4'-7" 18" 0508" 9408- #5010" 18 16 MATCH EXISTING FLOOR SLAB 14 FINISH FLOOR ELEVATION 10.St 12 00.4013/013 10 8 54t Mega= lal;1101TFIW 6 4 2 0 D V-BARS 2 4 2'0 WEEP HOLES 0 (-0" I BARS 0.C. OR 4" WEEP HOLES larecrsan Design Group 0 8'-0" O.C. CRUSHED STONE 3 SITE PROFILE 3' 0-BARS =las SCALE: 1/8-.1%0- Ha 33 Oareinatv Cluvres Chaein T-BARS Poster &a CCM St Texas. U.S. VISA IMMO MOS Siphon' 110.177.1(40 tax 30.1173001 Ondr2Oncontnt urou.norouorourrer—. C ""`"="trrrorolt1.4 LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT 'sat UTILE ST Mu,S U SY I • 1 RETAINING WALL SCHEDULE C20 C2.0 SCALE NOT TO SCALE OAR 915.15 I.— warm KRA. Otall W LOW ruilrocc fbcPC B WMMa • IC oz. KV. 0.1040 SY. KR& ILCIU DOUBLE EROSION CONTROL FENONC SITE DETAILS C2.0 A TYPICAL SEDIMENT 2 SILT SCREEN DETAIL ao I as SCALE: NOT TO SCALE 1 2 5 6 7 EFTA00258639 ferASOPM 2 3 4 5 NOTES' 6 OAR lew/O.5 1. ALL CONCRETE SHALL HAVE AN Fc OF 3000 PSI AT 28 DAYS FOOTING SCHEDULE SLAB NOTES 2. ALL REINFORCING STEEL SHALL BE GRADE 6008 Fy 60.030 PSI Ws DIADOCNB a Far OMER FENFCEICSENT mans W al: X0 DOTTUI TCP 3. ALL CONCRETE WORK MALL BE AS PER A.C1CODE aION Oro C. S ice go ponce, too Al T CONCRETE STAB TYPICAL REINFORCED WITH X4 BARS AT r cb.c n A 7,rx Or 0118 040 WAS OP e011en All WELDED WIRE FABRIC (tAVF) 4. PROVIDE 7 W.N. COVER FOR SLABS. BEAMS. AHO FOOTINGS RESTING ON GRADE MO rthO COMALO Cif•M ON 6 MIL POLY VAPORBARRIER. TYPICAL 3* COVER 5. PROVIDE MIH. COVER FOR SLABS BEAMS. AND COLUMNS AS PER A.C.I. CCOE FOR SLAB ON GRADE. 8. FORMS UNDER SLABS MID BEAMS SHALL REM6.91IN 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 E 9. ALL STRUCTURAL LUMBER SHALL HAVE AN FD Of 1360 P.S.I. MIN. 10 ALL STRUCTURAL LUMBERSMALL BE GRADE MAIMED FOR STRUCTURAL USE COLUMN AND PIER SCHEDULE ONO PORCOOLT 11. ALL LUMBER SHALL BE TREATED AGAINST TERMITES AND FUNGUS IR MORO W•W 81004. SRI 12. ALL MASONRY WALLS SHALL HAVE A MIN. VERTICAL REINF. WAS AT 1.4*O.C. PI Bons, OOPS 8 Or ARO HORIZONTAL RUE. AT IV O.C. OTASOJN(11 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 CONCRETE BEAM SCHEDULE It FABRICATE STIRRUPS WITH A 135 DEGREE HOOK AROUND VERTICAL BARS TYPICAL MK MEM MR480:ff MR MR W all TOP ON ICON D 0 IT • ar 0/81 OM 10.5 ea 0 r 0 QINMUNN OLANMINDIA1811.011VON PM MO.203% £4 TOP SML AT L/S WC MOMr OA LEGEND 'MOURN MO) FCJ FLOOR CONTROL JOINT Ws 1084N ONINSINIDIAST NA Of ORURNroc n r. w DA coo nor FORNOM WA SI UNIIMEL 0 la118 SR Al LT OC TRIAL 0,00 WHAT KAMM Of RONO SIS LINE INDICATES BOTTOM STEEL JDG Nreclian Design Group TEMPERATURE a-Heopw4 WY.CwnY0HeW STEEL IN SLAB Poi ORROM St TIIt4rLV6 W9 MR COM "Re INDICATED OVTUNE Mototo yp INNO0 tux 3141/7.1601 OF FOUNDATION Prns../Q4aHanntswi FOOTING BELOW OI 6.1•••••..01IllifiNSIA4•1••••t•I INDICATED CUTUNE OF C. SSW% ISNOS, I4.1 •••I•t•MSS...••••V• II V WALL ABOVE FOOTING C edio SS s dad.. NMI M.S. MTIS Fa hi WI 0 NW, 0•1 SI ASSN IMO VI ••• MI SP CIRO MS. SAOI'Lla St la VOW W X4 TCP BARS AT 24. 0.0 TYPICAL AT LENC4IT/5 THE LITTLE ST. JAMES MY SPAN MAINTENANCE OUT LINE OF AND WORKSHOP RIGID FRAME SLAB BASE BUILDING PROJECT STEEL COLUMN REFERENCE Th .% NAM C ABOVE ELEVATION NO. -1) unte ST .MMIS ONO CHANGE IN SLAB ELEVATION (10)05 VERTICAL SLAB ELEVATION PIO. MR OS TIES $:06' 9.15.15 0.0 (2) TIES AT TOP OF puns., KR.B. PIER TYPICAL • — •• —•• B OifONN K.R B. 100A8860: 15401 COOPaCIIOU EDGE BEAM OP GRADE TV VQTMl 1 PIER DETAIL S0.0 *0 INA SCALE ma* COLUMN AND FOOTING 2 DIAGRAM DETAIL THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SCHEDULES MO I SOO MILL HOT TO SCALE 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 1 2 3 4 5 6 7 EFTA00258640 I 2 3 4 5 6 7 IC DAR MOM 71'41/? EXISTING SERVICE BUILDING E GENERAL NOTES: E P1 P1 A PI P1 1. EXISTING CONCRETE SLAB TO 20,-0* P REMAIN UNLESS NOTED TO SE REMOVED. 2. CONTRACTOR SHALL REMOVE AU. 5 UNSUITABLE SOIL DUNG EXCAVATION. THEY MAU. REPLACE WITH STRUCTURAL FILL AND 0 COMPACT 9S% DENSITY. z EDGE OF THE CONTRACTOR SHALL TEST SOIL EXISTING SLAB TO INSURE THAT THE REOUtPED 95% DENSITY PROCTORIOS BEEN ACHIEVED. EXISTING COLCRETE SLAB TO PairkIN SAW CUT PORTION OP IDCISTING EDGE CF HEW D SLAB CONCRETE SLAB TO ACCOMMODATE SEE NOTE 4 / 1 NEW FOOTING F' PDC farettan Drat., Group — P1 3Y.9112 EXISTING SERVICE Ma 33 cremnpes r.I.e • Cw.tes WV* PCSIMo Scat, I BUILDING PORTION OF St Then.. V S IlLecti PAM EXISTING lotoNtr M.10:0 SCO 777.H01 BUILDING TO BE Scat rtraro'orm.rpes., REMOVED 1 C C LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT rAeaC UTIUPatti USW EXISTING ELECTRICAL MAN HOLE DAM 9-IS-IS P1 paw in KRD. B B oat/toy K.Ra P1 MIOACT 10: FOUNDATION PLAN SEE NOTE 4 EDGE Of HEW SLAB 15401 $1.0 I $1.0 Sete 1/8".1'-o' COMO=kik *Ott10a SEE SHEET $0.0 FOR SLAB NOTES AND LEGEND. S1.0 FOUNDATION PLAN A A 1 2 3 4 5 6 7 EFTA00258641 2 3 4 5 6 7 in Dolt IS"Ad 7V-3 trr COSTING SERVICE SEE SLAB NOTE Al GENERAL NOTES: E 9 1. EXISTING 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 0:ilatlun COmPACT95% DENSITY. EDGE OF TIE CONTRACTOR SHALL TEST SOIL EXISTING SLAB TO INSURE THAT THE REQUIRED 95% DENSITY PROCTOR HAS BEEN ACHIEVED. SEE SLAB SEE sus EDGE OF NEW D SEE SLAB NOTE Al NOTE Al D SLAB NOTE Al C.J CONTROL JOINT bsecrost Design Creep inness..--se-nesenne- TRENCH WASTE II? EXISTING SERVICE OREN 11033 0101Arpen ONO • Gales Oisla OIL PIT PoePS tote2111 Mina US. Viva Mod& 00104 SEE SLAB Ida 1.0.117.11004; 30.771.1401 NOTE Al eaustInS•1204x.mittnel 12' C C C.J C.! LITTLE ST. JAMES KOJNTENANCE AND WORKSHOP BUILDING PROJECT WASTE PARCIit C OIL PIT Ulna St PAILS USW SEE SLAB EXISTING SEE SLAB NOTE Al ELECTRICAL NOTE Al MAN HOLE Pat S.15 Munirt KRA. r-r B B antat00." KR.B. ra r d/ZEZ Z.7. insiarrka: SLAB PLAN \\\ EDGE OF NEW BLAB 15401 Si.' SI.1 SCALE: /8-=1.-0" OCS:1104 S1.1 SLAB PLAN A A 1 2 3 4 5 6 7 ;I% EFTA00258642 1 2 3 4 5 6 la °Mt 11.-3 EASTINO SERVICE BUILDING STORAGE STORAGE STORAGE E CISTEF1 STORAGE E STORAGE 25`.0 is 20‘0* 20"-0* 20%0' 217.0' (.w.,11.14.13 SERVICE BAY P.REA 374' 33%2' aaa- vAYu D ROW D , !VOX MP LinIJ 12%0' r4 -c— c>i 8P-0' 2%1' ‘Lr U "4/' Y1 2e JOG 11-redim, Dnipl Creep AM lit EXISTING SERVICE EVADING ockin-1 N> 33 Detain's Gide • tonal Pant Oro, eat 623 9/ Tioras.le9.1.1,Al•ee-somoi 64110,4W141777.14,01u, 1017710H ry eerul )10144,Zit,4X+,4•Intt C C 10.•••••••••••••••••••••••••••la 1.-1 —I VIM " unix ST. JAMES i I IQ] I MAINTENANCE . OUTLINE OF AND WORKSHOP EXISTING / BUILDING PROJECT BUILOPIG 0 WM< Innen Ann 'MVO EXISTING ELECTRICAL O MAN HOLE -It 9-15-15 past KR.B. N B B •NISIOIrc: KR.B. -- I ImOICCTI10: FLOOR PLAN 15001 A1.0 I A1.0 SCALE: 1Pr= .-01. COMUCTICI: 8 aCtINO: A1.0 FLOOR PLAN A 1 2 3 4 5 6 7 EFTA00258643 NEWSOM 1 I 2 3 4 5 6 7 Pala Ti'-) 1/2* EMMY: SERVICE BuKCMG NOTES: STORAGE STORAGE STORAGE 0 UGIIT TRUCK Tin CHANGER 120 VOLT 1PHASE E CISTERN STORAGE E STORAGE 0 HEAVY TRUCK TIRE CHANGER 211 20%0' 20W 20'47 .4? 0 VOLTS PHASE ABOVE GROUND ELECTRICAL 4 POST LIFT 23CM80 VOLTS PHASE WITH PNEUMATIC LOCK 4-----r - - - 0 ABOVEGROUND 4 POST LIFT ASSEMBLY 220450 VOLTS PHASE i 0 TABLE SAW WITH VENT AND SAW OUST VACUUM. 230 VOLTS PHASE BOLT IN SHELVES D 0 WASH BAY ORAN D 0 WASTE Oil SPILL DRAIN et -AGENCY EYE WASH AND SHOWER ASSEMBLY SASE CABINETSTOTH STORAGE SHELVES 0 PROVIDE COMPRESSED MR AT= LOCATIONS JDG Jartesan Do lga Group 4S-9 I/2' ExISTBC SERVICE ,I4,0•4•0frose .0.wo*Omem AmOentim42.4 BIALL/iNt., Si. Waft. LIS .441% lattlaa HAMommao.m.i00 Santuoi «fait wesseipoompwinn Mii==== *LIU C C tiaallt4 """ nl.• ar i s•ZZL AlIS tat% 41.•• NO Ca••••••••• M11 We ••/•• al. KO N. %WM .../••••L IN Pin .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. B B FURNISHING AND EQUIPMENT Oita= St 1 FLOOR PLAN 154301 AI.1 I A1.1 SCALE: 1/8. -1.-0' COaallt wrw A1.1 FURNISHING PLAN A 2 1 3 4 5 1 6 7 EFTA00258644 1 2 3 4 5 6 7 ICI Part. RIMIN010 µWRO EXISTING SERVICE CONCRETE ROOF BUILDING STRUCTURE PRE-FINISRED PRE-FINISHED CAL ROOFING PRE-FIMSNED METAL BOX WITH VINYL FACED METAL BOX GUTTER INSULATION GUTTER E / EXISTING CONCRETE ROOF E DECK 7 2V.0' WO' Da "rt . PRE-FINISHED CO.SOCOMN METAL ROOFING WIN N VINYL FACED p INSULATION 1/4 CAP FLASHING D AT GABLE-END D WALL I PRE-FINISHED t METAL RIDGE ill!) Tarestion Dolga Group CAP FLASHING 4t.9 ire DUSTING SERVICE NEW ADDITION 2/T-7- KsII Oteariplea Gado Chem^. Our*: BUILDING Potters:. Oat MN 6lMama. VA Yetis Nada 00034 IMPabutac 34011).1400 Yc 102.7Matel GABLE-END amt: lamlan212.Wwerelea1 WALL NEW PRE-FICIED C METAL ROOFING WITH C VINYL FACED INSULATION OVER COSTING FRNANG 1•••••.1 LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT PAPS. C N11106i YACS USW PRE-FINISHED METAL I EXISTING RIDGE CAP FLAMING ELECTRICAL MANHOLE Dug 9.IS-15 coumere KFtB. B B oallnIOST. KRR - APPROVIDIPt AI.2 I At .2 ARCHITECTURAL ROOF PLAN SCALE: \\ PRE-FINISHED METAL BOX GUTTER 1.10/Ctii0: CO.TPACT IF,. 7.ttl NO; A1.2 ROOF PLAN A 1 2 3 4 5 7 EFTA00258645 1 2 3 4 5 6 7 NC. CAR AMOS MPS, NEW PRE4INISHED METAL ROOFING SYSTEM WITH VINYL INSULATION OVER LOUVERED NEW PRE.FINISHED METAL EXISTING PURIM VENT ROOFING SYSTEM WITH VINYL INSULATION PRE•FINSHEO METAL SIDING OVER EXISTING FRAING 0 12 © 6 0 PRE.Flu SHED METAL 2:09,0 1112r EXISTING STOREROOM E AND CISTERN IN THE E BACKGROUND TOP aF HEAVY DUTY RIDGE ROLL UP 1111tl I DOOR ASSEMBLY TrirlY x 1P-0•H --- --- 47, tit 004,AWITt _ HEAVY DUTY EXI5111 G E ECTRICA1. LOWERED EXHAUST ROLL UP FAN VENTS MANHOLE WITH NEW DOOR At<vlAtvLY ALUMINUM SPRING LOADED 1Z.OTI x 164II COVER D SOUTH ELEVATION laredian Design Group A2.0 I A2.0 SCALE: I /Er= I .-0- 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.=.=" C NEW PRE-FIIMHEO METAL ROOFING SYSTEM WITH C VINYL WSULATION 0 12 LOWERED VENT 0 LITTLE ST. JAMES MAINTENANCE PRE.FLTISHED AND WORKSHOP METAL SIDING BUILDING PROJECT NACU. C urns. s. res USVI FASTING STOREROOM HEAVY DUTY AND CISTERN IN THE ROLL UP BACKGROUND DOOR ASSEMBLY TOP OF urt 9.15.15 17-01Vx IC.011 - STEEL FRAME tonna. K.R.B. ti• B 0„y2 B °doctor,' KRA unovto re: J.P.W. 117171S1 HEAVY DUTY ROLL UP MOJICTIKU DOOR ASSEMBLY 15401 12TOTIN x TGWU *mama KG: 2 NORTH ELEVATION A2.0 A20 I A2.13 SCALE /8- =':- 0" BUILDING ELEVATIONS A A 1 2 4 5 6 7 EFTA00258646 1 2 3 4 5 6 7 ma a rasa* NEW PREPLAIISHED METAL PEW GRE.FINISHECI METAL ROOFING SYSTEM WITH ROOFING SYSTEM WITH VINYL INSULATION SANYL INSULATION OVER EXISTING PURUNS EXISTING OULDittO PREFINSHEO METAL SIDING 0 0 0 0 PRE-FINSHED HEAVY DUTY METAL SONG ROLL UP OVER EXISTNG 0008 ASSEMBLY E ERASING 1210'W x 12-011 E TOP OF 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LEI, IIEUBb Int I I I pgl 1 1 1 1 1 1 1 1 I ILNILEIEULIMI I I r I iri a STEEL FRAME 11 li TtaKCAD= 1 talflfts LOU ERED V NTS LOWERED EAkkl. FAN VENTS EXPANSION JOINT D EAST ELEVATION A2.I A2.I SCALE: I /8. -1.- 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 NEW PRE FINISHED METAL ROOFING SYSTEM WITH C VINYL INSULATION C NEW PREMNISHEO METAL ROOFING SYSTEM WITK 0 0 VINYL INSULATION OVER EXISTING PURLINS LITTLE ST. JAMES MAINTENANCE AND WORKSHOP PRE-MNSHED BUILDING PROJECT EXISTING BUILDING PARCR C PRE.FINSHED METAL SIDING UMW ST OAK Urn METAL SIDING OVER EXLSTING FRAM PIG a 11115 KRO. B B aro:oft K.R.S. saran° J.P.W. Plt0.1141 11001 OUVEREO GUYER D VENTS VENT CafIRACIa. 1141T.104 A2.1 BUILDING 2 WEST ELEVATION ELEVATIONS A A2.1 A2. I SCALE: ;Pr- I .-0- 1 2 3 4 5 6 7 EFTA00258647 1 2 3 4 5 6 7 Na a2 etaUJOLI O O PRE.RNISNED METAL ROOF ASSEMBLY WITH 0 VINYL FACE INSINATION Cr STRUCTURAL STEEL PURLINS E E TOP OF STEEL PRE-FINISHED METAL SONG WITH VINYL FACE INSIA.A11014 7 STRUCTURAL STEEL PURUNS PRE.ENGINEER STRUCTURAL STEEL PROFILE OF FRAME ASSEMBLY EXISTING GRADE OPEN MAINTENANCE AREA CONCRETE WALL SEE SITE PLAN D FRESH FLOOR ELEVATION 105s 1 ',LATCH EXISTING CONCRETE SLAB HEISE FLOOR 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 BUILDING SECTION .. 1,0 *"..Ste.Protal A3.0 A3.0 SCALE: 1/4 . 11.-21" C C = 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 B B KR.B. bk.;•2241-::L;A J.P.W. INIONCT WA; 15-001 CattMel m): Kern). A3.0 BUILDING SECTION A 2 BUILDING SECTION A10 I M.0 SCALE: /4 -E 1 2 3 4 5 6 7 EFTA00258648 1 2 3 4 5 6 7 MR 44:10110 ROOM FINISH SCHEDULE ROOM FLOOR BASE WALL CEILING NO NAME KWH EAST 13OUIN WEST REMARKS tan RI WM RI MAORI MTh] RI MAIL I RI MAIL I RI M411 RI IBO1R 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 E 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 CONINANDS CPC CCEAINETE 0-1 1X6 NIDI ROUTED CDCES us iNwLATED NED, - -, A ES. COM) STRICTURE T M AS SELECTED BY ('M4M 0-2 six C110 MUDS! X/:1COLE'S nit PAWED 1140111 MT 0/CAITED mai GCE GPOrr GCVO) FLOCII PNT NAMED nNEN DOOR 13CPEDULE M IL _MOIR= RR OTT • T HAMM KanrE NM FIXES EVANS 0 ROILED DOWN SHUTTER POWER OPERATED ERN 144' 144' r MANUAL OVERRIDE Still 1444•Ean Desisn Group O ROLLED DOWN SHUTTER or 96' NANA1n•ANA.A.A1AAr 0> HOLLOW METAL HOLLOW METAL DOOR AND FRAME NAM OnreiNEAS .0.0•01ONSAN Pay1O11sko122B O HOLLOW menu 40' 84' HOLLOW METAL. DOOR MID FRAME Maui.10.1•110E0dieda Nleptcati•DIST.NCONNIMAY7F.10)1 O LOWEREDDOORS 36' 80' °eaPeamtmi O ROLLED DOWN SHUTTER NT 96' •=4.911==. (=> HOLLOW METAL. Tr AP HOLLOW METAL DOOR AND FRAME C O LOWERED DOORS 36' 80' POWER OPERATED WITH O ROLLED D0WN SHUTTER 144'197 MANUAL OVERRIDE LITTLE ST. JAMES MAINTENANCE POWER OPERATED WITH C• ROLLED DOWN SHUTTER 144' 192' MANUAL OVERRIDE AND WORKSHOP POTTER OPERATED WITH BUILDING PROJECT O ROLLED DOWN SHUTTER 14.4. 192' MANUAL OVERRIDE sweat Lent m SAWS tAlvy sa> ROLLEDDOWN SHUTTER POWER OPERATED WITH 144' 192' MARVAL OVERRIDE one 9-15-15 KftB. KRA. 3 518' METAL STUDS ST CEMENT BOARD 8' METAL STUDS SS' CEMENT BOARD AT 16' O.C. SHEARING AT 1r O.C. SHEATHING yeteHeen Mita No 15-001 ccomucrue: 11'SLCATION RESVLATION KIT MOJ A4.O 1 WALL DETAIL TYPE W1 2 WALL DETAIL TYPE W2 74T) A4.0 SCALE: I'=1'-0' A4.0 A4.0 SCALE' I I •- 0- SCHEDULES 1 2 3 4 5 6 7 EFTA00258649 railICKS 1 2 3 4 5 7 .0 CAI% laveitc3 PREFINISHEO METAL ROOF ASSEMBLY WITH VINYL FACED INSULATION PRE FINISHED METAL ROOF ASSEMBLY WITH VINYL FACED INSULATION 1 E E k / Co.P.Itarmil PREFFIISHED METAL PRE.ENGINEE SIDING WITH VINYL STRUCTURAL STEEL FACE INSULATION FRAME ASSEMBLY STEEL CHANNEL HEAVY DUTY ROLL U1' HEADER GARAGE DOOR STRUCTURAL STEEL ASSEMBLY PURLINS l ila Jarcdizn Design Group ries.Ivreetageast•art Mtn Ofmtelal0400.0atiOtilr PNICROO DOOM EL Tory. LIS YAMNIAMI MPH ▪ 3407/7.16:01m SEJ277.1101 •titaltIstaletettemaketna ImINHYN•INIIHNH•a••••••••Ury Wit donvIr 0."0.101•••kik PRE£NGNEER C STRUCTURAL STEEL C FRAME ASSEMBLY LITTLE ST. JAMES it MAINTENANCE AND WORKSHOP PRE-IAOLDEO BUILDING PROJECT PUCCI C JOINT FILLER WREST JAGS UAW CONCRETE MR FLOOR SLAB 9.15.15 --------------- CC/MINIM KRB. B B <KOSOVO KRAL CONCRETE FLOOR SLAB MORO OW I I-thI r l I IF I El I I 15-001 SA .• -M=I I I I I lE1 COMPICI, 4 . r - • - ' - '44 4 lir- " 1 I I Italm imart4cu I I: II ! =I TILLI PA I I l- A5.0 III i-i I0-1-III II-1 i i--,-i I--,m-i I-1 miints117-r i-i i I--i ii-i Ii- WALL SECTIONS A , .... ,, k 2 - 0 I A5.0 T.5. WALL SECTION SCALE: 3/4.001.-0. 3 A5.0 I AS.C1 WALL SECTION ttCALE: 3/ 4 '• t . tt" A WALL SECTION A5.0 I A5.0 SCALE: VC' L O" 1 2 3 4 5 6 7 EFTA00258650 1 PTO RCM DAP FLAWING NEW PRERINISHEJ METAL ROOFING SYSTEM VINYL INSULATION 3 % SOLD WOOD TINIER YOWL FACED INSULATION OPRENE CLOSURE STRUCTURAL STEEL NEOPRENE CLOSURE 3% SOLD WOOD MAIER CO,AtA.TAA STRUCTURAL STEEL PRE.FRIISHEO PURLINS ALUMINUM GUTTER ASSEMBLY PRBEW3INEER 2-CIO PASCO. WRAPPED STRUCTURAL STEEL WITH METAL FRAME ASSEIABLY PRE.FINISHED METAL WING WITH VINYL FACE INSULATION FRE.ENGINEER STRUCTURAL STEEL FRAWC ASSEMBLY fare:Ban Gear Group AA ins...kaa/Cancehromp• 2 EAVE DETAIL No 13 DietetecarCAM•ClaWAONAtes PAUMau CM N5.1 St DolaUALWOmbiumilROM ROOF FLASHING DETAIL IdiCOCIa MM.** 43ea.Rl.Ila1 SAID Plid*SMAWASAIMIA Pal l MA SOME: 2'-1'-0e .7,S=Stretrra. 'Agin. SIDING LITTLE ST. JAMES SEALANT MAINTENANCE AND WORKSHOP BUILDING PROJECT PAACCL C COUNTER METAL ST !WAS v.a.vJ HASPING 9.1}15 (*.may KR.B. OCos irk KRA. METAL RASHITIO WITH -a CUMREGLET 15.001 -tT 004 A5.1 EXISTINGCONCRETE ROOF BECK WALL SECTIONS 3 WALL FLASHING DETAIL A5.1 F.5.1 A 1 2 3 4 5 6 7 qF EFTA00258651 1 2 3 4 5 6 7 11040,14 NOVACII STEEL COLUMN STEEL COLUMN SEE STEELS/4OP 7z SEE SLAB NOTE Al TYPE B2 BEAM DRAWINGS FOR ANCHOR IT COVER MINIMUM SEE SLAB NOTE Al BOLT AND BASE PLATE E E • .ei 4 MIL VAPOR • BARRIER a• I I I- I-I I Iffi I I I -1 I I-I I I-I COvoa III III II II III II II I I IS MRS TOP AND BOTTOM@ 6' O.0 IH I I Hi l l" ' I "" H III I I I /45 BARS TOP AND BOTTOM or ca.c COMPACTED COMPACTED STRUCTURAL FILL STRUCTURAL FILL FOOTING DETAIL A5.2 I A5.2 SCALE: Viol s-0e 3 FOOTING DETAIL A5.2 I AS.2 SCALE: r -1'—O• SEE SLAB len At }median Des%n Group •••••••••••••••0•401m4411.4 Na)304,4140•MGab -Owed% 000W PegMs On 621.8 IX TNnp.U.A Yrtouloeuoteor Wuhan& 31.777.16(0 rev.3, 01/7.1401 /41,4142*.ivionment SEE STEEL SHOP ono lor DRAWINGS FOR ANCHOR CM SEW. wag. PIPIONISNC• C BOLT MID BASE PLATE LIL VAPOR C =..1====== .4".• BARRIER sew am /nal. savo.on wan ante tenon ••••=4.1.0•100 -I I I I I —I I LITTLE ST. JAMES MAINTENANCE MI5 BARS WITH$3 AND WORKSHOP TIES AT s• O.O BUILDING PROJECT MCA C UM! ST.I414:3 YAW 4 GRADE BEAM DETAIL A5.2 I AS.2 akiia 9.15.15 ICR.B. B B Doonoen K.R.B. PROXP.4: t5-O01 COVTIUCT.O: 2 FOOTING DETAIL AT PIER A5.2 I A5.2 SCALE: I 'or -0' A5.2 WALL SECTIONS MIId BARS 1ff I ICI TIES AT IV O.0 A A 5 FOOTING DETAIL AS.2 I ASS 1 2 3 4 5 6 7 EFTA00258652 I 2 3 4 5 7 A1119000 CONTROL JOINT TYPE IC COAL NOTE'. /05 COWES SI BEAM EXISTING LOCATE FLOOR SLAB AT 12' 0.0 I yr NEI BLAB JOINTS AS 5.+ONN SOFTCUT WITH AND FOUNDATION NOTE AI ON SLAB PLAN '10FISAW HALL 1/C MAX E E 95% COMPACTED STRV.TIJRAL FEL VAPOR ITT IJ 11, BARRIER 95% COMPACTED 11-0" STRUCTURAL FILL coalmen SLAB DETAIL 4 CONTROL JOINT DETAIL A.5.3 I *5.3 SCALE: NTS A5.3 1375.3 SCOW r -r-r PRE-MOLDED JOINT FILLER D EXISTING SLAB AND WALL NEW CONCRETE D CURB (2,114BARS JDG 'artisan Design Group saw% winanKaaliewail• MEARS AT 12'0.0 DOWELED IN TO /4 33 Dieninple &di•Cont•Draw Fail Ora•arw. TbaM• W.'Sr MM.COM EXISTING SLAB MO COSTING SLAB ICIIO/Ont M.m.I 0ks 140.777.1101 ANCHORED WITH NAMBroMAZIPAN•Nolum EPDXY C C 5 SLAB DETAIL TIECKENF-0 SLAB A5.3 A5.3 SCALE: 1",,1' -I)" LITTLE ST. JAMES EDGE MAINTENANCE AND WORKSHOP BUILDING PROJECT STEEL COLUMN MUM 2 SLAB DETAIL SEE STEEL SHOP NTS ST 44.41; U.SVJ A43 I A5.3 WAL£ 1%.1.-0" DRAWINGS FOR ANCHOR BOLT AND BASE PLATE 05 DOWELS VEHICULAR RATED TRAFFIC CONTROL JOINT AT 12.0.0 TRENCH DRAIN GRATE tine OWING sue 415.15 SEE SLAB l'-o" warn: NOTE Al KR S. B B Oen°tr, KR.B. awamer J.P.V/. MACHO: h 14001 OCCIVCI Kt: h I—Fl I COAT INSIDE OF DRAIN WITI4 FLUID APPLIED WATER PROOFING ,111-L7-4III, I 05 BARS AT 6' 0.0 TOP AND BOTTOM A5.3 MEMBRANE DETAILS COMPACTED STRUCTURAL FILL A VAPOR • 3 TRENCH DRAIN DETAIL 6 SLAB DETAIL BARRIER A5.3 1 A5.3 SCALE: 1- z1.-0- A5.3 I A.5.3 sou: r -r-o• 1 2 3 4 6 7 EFTA00258653 1.111100 2 3 4 6 7 We WM. AIR COOLED SPLIT A/C UNIT SCHEDULE AIR CONDITIONING LEGEND HVAC GENERAL NOTES OW COI.= 30-? 00-2 518004 OESCOIPTION 14.110 L Mt WIC DTP 10 It 0..01 011 NOWT MOW NICE 6100. WM MCP MP O. TM 511 LANS. MEP. PIO 01.107. PC.. ISII 16.10.1=1.1. 50.741. 0410.0 ICS CO▪ M 0.931 110 .11101 OF 1. CWT.. MINI .Orm Cm VW. AC OLISET AC 0.0. W.= .00/01 PPM COOSMI 01.494 ISOM . 15a 303 OM. L COMM 3104.1 AV, P.A, 0.703 40 014.12 WTI .....1 110E 10.0E 0. w.vrr SKU. SPX WIN . GOER PAM 303014 1.1.1.1 ,r,,,,,,,, 10.156 Plt. A I M.O. NO 16911.. T.. OP 1100 1(00 11.021.37. 1 AL NW MEL OE MOOT= 1101 WO TWIST.. W. CIN 150 150 1.3. 151. Pl.. Or COMMO NOS • .0 5 /00015501 04.51K CO TO 06 06 COAT. TM X/ MO. 03. AO A11/..6 S - 9 • ICC .0.1t . TOM1/1O1 IP 1.-0.10. 4 .1c. 9011 EIE COS M VS..; WM Ilf 1.31. E.. 1060.15, E o OWN. SOIWE 610.0 MT WOW 2512-V-6. W. Mt., WA Of OS 1013193001 COX 410 Itell 0.3 1.10 E 65 . O. TA ..3 COL CM 110, 1. 3. n3633E _g vAal0M WANT VOW MOO W. WOW -f/ OW W.31 W0.. M. V 16000 POLOS I. PLIT 31.4.0 a w1RN4.cHG115..0010.90 100./63 RR OF 01 TON .41 T. 314..0x. . MT. AP 11601 1 WM SSW MM. 0000 /IL ....123S WV.. TO 0.06 1.1.01/2 = PP= LWOW Mew. Cti PP 55 WS Mf NO 7.921S WM IS, KW We OS= Alt OTTO. .1.411.11 1110.0.3 MINNA 6 WOW. 0.1 COMOM 4111.001 9.419 = ee TOWN Aft ItOlIMEES and OF M. COM § MX NJ. OP., WI — — S 0.021 Ci MOWS. SS SSPd TO DEOT. OP 2600301 01-1 01-2 RECCOS ▪ 0. 0x1503 WM ITT. WC 0161 MAE 06049.5. ECM 00.0 SW. WM 113. 101 T. Or I. P... MX.. VACI DM. ON I. 0.1261.03 ON MOlvWGS ..126. 10. TOMS/. 1/1.0 A0 COM 117.L4 NOON .109. 100 • so 16 11 =Oa MOM 0.000 1 ,.., 110 1w D 3 No a COT.. GOWEI I. IMO= . SIMTA 510 0.1. LISI 0.05005 1, ASP. 51.45. Wol WG MI OM.. .11 WO 3.1. .0 1111.1 NAT ELMO MENMT 0.511... % cmarr =tam IT .A ON 0.19 . 1.026 marim EU K. 140.1.1011 00.5350N . 141 101 TT 0.15 2.11¢1P.O.Crx. NO ITMO0.11.1.6E 90.4 0.16.0E 9414AvAME 20.-16-4016 7.-14-600 163.1. 0.1010.01.4 SOT. 0405 "MI. ANTS 9111. MI. MAO. MAILE COAL-1107.= MOM TO. kw. MM. 1.1 110.1100 WO . 115 lvedian 191.131 GO 1 .0. OSP.. 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NO 01.6- 73 Pm 6.03E Ms LAta TOPMC OPITI. .5110.00111.1 IT. 0.16. Sv=f) te. TO 91. OTT WEN fa. OF filk. Sc OBER V/ 1.'tR.6 35514511WM. 10 IP .41 Mr. 19.00 61,1 P. TM WO. 1.1 C V 10970 ,... 0110,-,10. 66.1.0.1 00000. OAS. 0.11106 POL. O.. ROM C 15.6 ...d .070.5. 5.1.3 9114.1. MOM 7090011 74/01.. 6. 0.068 WO SOIL 111MM. 110. CCOM PR...1 313. O. WIPED CWT. 1..001.3. 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 g"-„-TictlEAVEr L 0.361101 CM= 2011 IS 01 EMI. CITL.005 000 tit 60 00 01. 67 NC Pt RP VSafi W..193. 151092 15/50 MOMS .. CM. EC.. SP ..= 9.1 II II. .. W 11. NO WM UTILE 51. JAMES VENTILATION FAN SCHEDULE 1.91 to. 051133.61. OWL a 65 S.C. PI MO.. IN PO211.0. COPS ..101 WM WA 0.1110.3 TOWS Rh. MPS. MAINTENANCE AND WORKSHOP WO 01.110.1 0-1 0-2.0 W-3 016310 1.7161.1.0. A. 771. POLL BUILDING PROJECT SW SEM 1.0961. .01 OM 93.. 9501. IT NW OE 'SEWN 0:113... 1370..r...t NSW WIWI 0. Al AP C010.1013 0509.. CAMS 0.14. Say opt.g. 51.4 1116 WO NCI 1,5 970.0E OTTO.. 0146.0104. 1.4 MERWX =IN .001 WWI 7.. 07.= W. AN 00.04 PM. 51WL WOO MO N.0 ST. .PAM V WOO. IT.G 0.1. CELPO COI Xi..MOOWL MI off WM M-IPZ PAPE EON. rAl W A 415.15 1 TOTS.. CM 2.0 4112, 3190 . 12 CT. MI O10 OTC" MC ppm. ICR.B. I. PM 11634.1.01 annx: PO mower .6 04.011161. 1.1 NOM MIE 1011P5. Cd110. 401111. lux, AN 00 104071514111 P ON CP MO TY WE - - DESIGN PARAMETERS or ll B WA 13116111 WO On MC AIR BALANCE SCHEDULE WIWI COTO.. B 01101. NAIL S. .. T. =WC MM. I 464 NOTOR IP 0101 WNW. TAY 1408 SW. MN '1% y - 1 t. NOM NOW ON. WA roa 100 ARV PP 1. MAP PP 1053 0507E AR MI 150 E. OW RES Ell 153 ITEM MANE Mtn WE. WOW 3.15 WM. . OPS .31 TE=10. WIS. O. 630.. . 10 . I. 31,1110.1 WINS 24 DWI= V.AM PM% .. 005to x. 0111 MP CT 016. Ya1.S POI ORM. SW. MOM. Or - SCS. 11:07. 01.1301.51.4. T.. 11.-14-100 fi. -4 11.01.34 1010 1420 Tm 020 150 WU COW. rat 11.19.20/10. 0.4.0 WOWS/ 1 BIOME Xi itAroma 0.61.6 AT DOI OMIT 70 001 RON 091. I. WO O MIN. 15.001 .5.110110.1.1 MOS. MOWN 0.11.11 PE . OTROS MOM. WWI .1 MT. .15. 1614150E 1.46. WED 9.1604 SO-160-1 30-160.4 .T1C1 WW1 SS . 11. OUTDOOR AIR REQUIREMENTS FOR VENTILATION (09004€ surom szI-20I0 12. WT.. PTO WELK ME106d 51W0nh WM W. WW1. 101. IN. I. MOP - - - - SOM. WA.. WO.. COPT. ICS MVO/ ....116 106 WM WOOLOCI6.6. PIR MO.0 SCA 0.01.6 OWN NG O... TOL KIPS OPOLOI PG 06110M/01 OA P.P. . 1411. RCN 11.19./1 4030 PTO 9011 a 0.4.9 r0.. 5/:. INA .103.5.1 7.311 8... 080 I004500 3. 9.1.10:0 . MIS .a NA WO PA 39/55 .... 0111... KNo= Wale. OS nrt. OE VOMIT CAW. ID SO ID oncoo) 04 OW PO 001 CM ST/ . (.2 1'm.9 . TM KN. .110.7. NO 33111 304... 9U 11 MECHANICAL NOTES, 1 OPOSCREEN P.t. SEX MOS N PM ....PECS WM WO LEGEND & SCHEDULES aalRa - - - — 4 5 0.03 I, 150 A 9.4030.1 0.... WOW SSW. 0.110 - - - - SU - .-3 ISO — a 5 006 111 1. A 10.26 MT 1.1 MM. 9.1. Xi IN On i 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 5 6 7 EFTA00258654 2 3 4 5 I. 6 7 PO POE nas SUSS FOOT Cf IMP C Rio PCP A PAM 'E MAX VASS 5706 10Wda E BAJO O SVC STE SOW; OK mom AS IWO, SAN. /PM= teen MANIAS IOST NOT WOW 011CT STRI ROKOAXIOITS WY & WED MA AMOCO r Il WAIIIS fa DTN OUTCA IIDFA TO WOO. ST/AC/FOS AN LOU CCOIIVLIAVI1 ULM D D TYPICAL DUCT BRANCH TAKE OFF DETAIL FOR LOW PRESSURE DUCTWORK (MTYPICAL DUCT HANGER DETAIL EY N.T.S la.<dim Design (gaup JDG ...•=00.1••••14••••••••••• M.1> Cnnelerjes Oade • Onef• Ouster Poll OOPIn 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••••••••• C 2WAt4M PLASIC SWP 10 liStIATCAI LONI nC C int. RIO 44.0• ••• , . MVO ip• ear fey•p•••••• MO IM11...•.••• lia/t/ ••••••••• ICS Mow IASI OM. • •••• Web OP ••••••<01.441.10. LITTLE ST. JAMES MAINTENANCE SAMMY( AND WORKSHOP BUILDING PROJECT RIII:CCRAT SACTOT (IC C SW? KUM lilt'!. u1\9 =Ed O0t 9.15.15 FOTIZAAYT UOPT cam.rt. KR& B MAXIM OACErt tPE B SA-13LE ICIAATOI Sat/ %TART 6.0.“1•0:, VMS 15-001 (fl K145 - 1.104X MAIN OCIVD4 UMW pacts...arm:, 2- MCC SAME FWZCZ011 AT SLAAPOil SICET PO: M0.1 TYPICAL REFRIGERANT HVAC DETAILS PIPING HANGER DETAIL A N.T.$ A 2 3 4 5 I 6 7 EFTA00258655 1 2 3 4 5 6 7 aral• 10 04.111 SWUM 90RT Oa OOC1 10.01 C..C1 IRO CT- Ot WILT slrfil 3 vet cow =Di Of OIXIDdr. MHz RA AL N, I= OM 01P) 1010,ATO v0a E OitZt AIL MCI TOOL NO INt 9:01nWr/0.011C• • OX aCT041 Qua Lit Yi11MM ACO3S puns We .014 CO NE 0300aAa WAN Pmt WON Mt MI 17n. DI PLUM M'S AW CO4 ONO P U0 Less lat WC 9a leatOf RILL N P50< TWO COMA TAWS 40.1011t WTI W •011 WA 40flerai nou ..com PA v01.4.1,1 60.410,4 '0 01O INN fir.-103/ 1a04n1f.aat X0.1.1 /Pa SINaW COingInT qCO Sin VIOL RO04 9.1101I 17.04 10001 C04:00.11 Pit NO /MRS SPOIL It CUM 0I CCP** • Sawn 12 Ptcc• 91J 16u moot BpR ri D n 00k D ABU CONDENSATE DRAIN LINE W/AUX. WALL TYPE CENTRIFUGAL nOVERFLOW SWITCH DETAIL TYPICAL AIR HANDLING EXH. FAN DETAIL visas UNIT MOUNTING DETAIL N.T.S 1 N.T.S Amami Dike Gm, ••••••ocsanHp• /4•33 Dme140•44 Gad* .00440100ebe Psi 0110i UN Ths.4.41.V.0.10•NaCOPM 10001•044 aantiva it01N.MN 0Mt}MI1. tMM C :Ifirrattritruller LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT MOM c Urns ST JAC USW Ina vrp no. CAL WA= SLOND 1003!01011 Len WTI ye ea NO MOM WOOt 10.1.4.1.01 DAM 9.15.15 NO P.U13 NO 110091 a4CfaX Pq al LP uint OW= 97Ca. OW Cr 4 MM) C • gn 1Lc mown- KRB. P C. Pit titotAX IX AS 10.00 PT Caen AY 0./ tie - 14/10 LLCM NO MAIO B 04=0 In: K.R.B. mumnow J.P.W. ClaWCE Cr iDSOIRM1 1.•13 If P.v.C. MIR/ UPONWI.E. fia1.011 WOOL loci= in it/ i.ift W“ .01704 • MAIIICT .Al VANA 00:301 15401 SZO CPC/0<f ita; Ol MOORE TO 11 CNY 01 (AMA MATO XS= Slat ASTLI-A-RS. no MO.2 nCONDENSING UNIT MOUNTING DETAIL HVAC DETAILS \Si N.TS 6 7 EFTA00258656 1 2 3 4 5 6 7 II* OLIO 0111V4P74 KEY NOTES: 714W EXISTING SERVICE BUILDING 0 OUTSIDE AIR INTAKE WALL LOWER FOR LOCATOR. SIZES SEE ARCHITECTURAL DRAWINGS. 0 EXHAUST FAN COOT DISCHARGING THROUGH A WALL LOUVER 0 FLOOR MOUNTED MR HANDLER UNIT. E E 0 20'.0' • 1•TX 20c0 14-Xle 20' 0 I 20A0' OCOSUMItS (2)A-30X8 800 CFIA EA H SERVICE BAY AREA rETURII AIR LOUVERED DOORS mg 90P 0 0 F.F-1 attAUI Design Group ha..•••••••44ealskistra L'34760- 4$911T tam° SERVICE • L. 36,30* ta.-13 anodyneGS, • OwnCora PoolOW•eaftl• St llama UAL V00.100.00):404 leletiatar 3WF1.11%bc S.0317.1•31 osatiasilwaidemisolail "111===... C C PZ:=7=1==== LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT FCC LITHE M".13 VSvi EXISTING ELECTRICAL MAN HOLE DASD 94515 MANHT KR.B. B B t HVAC FLOOR PLAN 0 HOW ICY 16-001 N1.01 m1.° SCALE: I /8. - ,1 ONIPIOCI-4 *Wit M1.0 HVAC. FLOOR PLAN A A 2 3 4 5 6 7 EFTA00258657 Mertla010 2 3 4 5 6 7 rin OWL MSS 7P41W EXISTING SERVICE BurDiNG KEY NOTES: C) PVC AC CONDENSATE STORAGE DRAIN RUN TO DAYUGHT E CISTERN STORAGE STORAGE TRENCH DRAIN E 2W I. 20A0* 20.0 20A0* 0 EMERGENCY EYE WASH AIM SIMMER ASSEMBLY • 0 OIL AND SAND SEPARATOR U 0Coltimal VI AC 02R001 kiat i LOCATION OF NEW — HOSE BIB WITH VACUUM AHLI1 AHU•2 BREWER SERVICE BAY AREA 0 LOCATION Of DRY WELL. D D JDG median DNip Gimp 417.11 ye EXISTWG SERVICE Nt331:votoiecsis Gel* 0.000.1ailw Peri Oboes OM a Iles. U.S.VISMei ONO WNW.MIMS) lac SCOMMOI Miatjandantetteminsil tat #1. 0i I•eall•••"0....4.00.1.1••••• °T.YIT I gig 000.tnne SWIMS MIS A*0 PVC DRAW PIPE Int alaillo •••••04 041. WS II C z I RUN BELOW C snow le••••••.d,••••••40•OgiyaWt nitani•••1 OW Nue •••••••Thinnaialt Mtn maw • MIN - FLOOR SLAB ilea • salary •••••••••••••••••taniSn FO•ap MAIM UTILE ST. JAMES MAINTENANCE AND WORKSHOP GENERAL NOTES: BUILDING PROJECT MiCa C UITUrn Wen USW 1. CONTRACTOR SWILL TIE INTO EXISTING EXISTING ELECTRICAL DOMESTIC WATER UNE IRAN HOLE TO SERVICE NEW ADDITION 0.0t 9-15-15 2. CONTRACTOR SHALL PROVIDE A DOMESTIC WATER SUPPLY UNE IN Waiter: KRB. ROOMS 101 ,102 FOR B FUTURE USE B Mato KRB. 419 PVC DRAIN PIPE BELOW GRADE TO EXISTNG GRAY WATER MOAX1033: 1 PLUMBING FLOOR PLAN CISTERN 1S00/ P1.0 I P1.0 SCM.E: 1/8-90V-0" COerMesNO: P1.0 PLUMBING FLOOR PLAN A A 1 2 3 4 5 6 7 EFTA00258658 RINUI6111 1 2 3 4 5 6 7 MIOACS GENERAL PLUMBING NOTES ALL WORKMANSHIP AND MATERIAL SHALL BE IN STRICT ACCORDANCE 3/4. CONTROL MOTH THE APPLICABLE LOCAL CODES. RULES MO ORDINANCES. THE CONTRACTOR SHALL VISITS THE JOB SITE ONO I rra WLCC1LY I MACE VAME FAMUARIZE HIMSELF WITH ALL DUSTING CONDITIONS. AMOCO TO Caen MDR All MATERIAL SHALL BE NEW. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS MANNER. THE COMPLETED SYSTEM Jo- SHALL BE FULL OPERATIVE ROL/01 airaa RCM E L ALL EXCAVATION AND BACKFILL AS REWIRED MR THIS ROSE OF 00/4STRUCTICN SHALL BE PART OF THIS CONTRACT. Ve WE MCA) WACR DIJON PKOB 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. PLAN CRAMINGS ARE DIAGRAMMATIC IN NATURE DO NOT SCALE THE EXACT %LIS 51s Ramat a. coa. _- anaemia:mow AIDS LOCATION OF PLUMBING OR PIPES. HOSE BBB DETAIL ALL WORK SHALL BE COORDINATED WITH OTHER TRACES TO AVOID ILTS. INTERFERENCE WITH OTHER TRADES AND THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEIVARGNIEGT PRIOR TO BEGINNING OR WORK. D 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 ye Sal. OM INSTAUATION landian Vesta Crimp RED ONSET LOWX1I WRIER DIALECTIC COUCUNGS ME REQUIRED BETWEEN AU. CHSSIRRAR METAL IN PIPINGMD EQUIPMENT CONNECTIONS. r 11E-0004 Otel is 31oneelegligit CITY .411010110•161111 Pea Me Sex CM MOSER 10 MOM! win a kA St ran's. US. Vieralrolli C0I04 CONTRACTOR SNAIL GUARANTEE ALL MATERIALS AND WORKMANSHIP IdWeac 10177.1900IIn 340.77.1101 FREE OF DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM oast )fire4400 DATE OF ACCEPTANCE BY THE OWNER. CORRECTION OF ANY DEFECTS EFIALL BE COMPLETE° WITHOUT ANY COST TO THE OWNER AND SHALL SECTION Elarta eraernIttiti• s NUCLIDE REPLACEMENT OR REAR OF ANY OTHER PHASE OF THE C C INSTALLATION WHICH MAY HAVE BEEN DAMAGED. RED WORM CL ova No cos Ti max citt awn..t te ri t arr lorMaT Wei *Wan iitio. /ad =MON INNER WIT- DRUM ALL CONTROLS VALVES SHALL BE TAGGED AND MARKED. A r 11E-DASH OA% ADIFOYI TO sta AD Norm Intn••••••••rtanrair i TO 161006E (ORLON IRREPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE LITTLE ST. JAMES PROVIDED FOR THE OWNEP/OPEPATOR ereep OWA IINta ALUNTENANCE AND WORKSHOP ALL STORM DRAINAGE PIPINGm AND LARGER WITH OFFSETS GREATER BUILDING PROJECT THAN 451SHALL HAVE SWAY BRACINGAT DIRECTION CHANGES. IC OP/: MICA< IAA& Et ^MO Win THE CONTRACTOR SNAIL KEEP A SET OF A.543UILT DRAWINGS ON THE 2-# X 4! FA SOX I-14 X36' DIADUL .108 SITE AT Mk TIMES . AND SHALL PROVIDE THE CANNER WITH AN EA. OTRIL UPDATED SUM THE COMPLETION OF THE PROJECT. NIEN APPLY A WATER PRESSURE TEST TO ALL PARTS OF THE WATER PIPING MIDI PPE COVER FOR TRAFFIC an SYSTEM NOT LESS 111MI 150PM OR 12S TIMES THE SYSTEM 9.15.15 WORKING PRESSURE WHICH EVER *GREATER FOR A PERIOD OF 4 QUOTES FILTER BEARING AREAS WOO OPIII N XIS. NAB. HOURS. REPAIR ANY LEAKS WIVE B ALL PLUMBING FIXILftES SHALL MEET STATE AND LOCAL CODES. r-v PERFORMED B 04«40«. K.R.B. COIRLOND SITII NEE ER IOW 121 ALL WATERPr/4G SWILL BE SUPPORTED AT MD SP/N. IV COMTE CAM/ AS 200 GALLON OIL AND SAND INTERCEPTOR WAN antifTE OWL O< 3:01 PSI, 20 EATS KT.T. THE CONTRACTOR SHALL TIE IN TO THE EXISTING DOMESTIC WATER CORSE SYSTEM TO SERVICE THE NEVI CONSTRUCTION. IXOR B 15001 <MMML DRYWELL DETAIL PCIT HO: VS. P2.0 PLUMBING DETAILS A A 1 2 3 4 5 6 7 EFTA00258659 1 2 3 4 5 6 7 Iq ilev04•0 GENERAL ELECTRICAL L WM SIM M IN PDXMOCE MM AAT/301101PROL COX Mau TIMM Ca MO ONek 49urAtil 0:00 m0 SlANTAIOS UNN 2. <I SE CAMOS CIACAcosa A243 CO MT We ALL OrMTS,B0.05 ELECTRICAL SYMBOL LEGEND 1 OF I BC6S HOUK, TO UM A C90011 WI ~MT CI PaCTIDICt Mil ,' (C 3f1 & 116(G) 2W CONDUIT 21). 171 v.Ø Mina 0111:116; 10 MOT <WW1 »TA' ti 1.0.411AS viK OLNICES. (tECTROL 01.11616. 01. CIC00 TAW H. VUTIO121001 4f4/0 (G)2 1/2.0 CONDUIT 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 TO EXISMIG WAIII1OLE CORA OILI MOON. MO Ca MCC iniat A if/ATtuat MUM 9!]I1.41 XA. Ire OCT 7470t (277/480) 3e .SERVICE PNL PNL vttOi 6 IN Ø. ClOTPACIST 6 Pr/0631M COMSClOAC 75 KVA at:am Cf M1 CttcVMTS PAP 10 NMI al MI N.I. TØ fO WPM VAL 201. ION 3 PM 010 ?Mal - 480V/120/208V 30 3 0 Au/MD TM Met( 10 CO SO Oa 01^1PmettLicsseraLt Tw CALC46: Ma COMM SY o.a1C nB SIT TWA 11 COArisay: / CCOAC v074 COCtaa San (3) [OM (3) Mat 2.1% Sul-A01 ft= 1 E 71 WW1 A. /41 COM POM SAM It ~I/ M1V.M 40 COMM PY CCOOOLCD Al • 4P/AI PAL SAX,' /MID Alto Darr Al SITOACAnt TOOMIS. TRANSFORMER S MULL Km, RO Cttaa Alm.: AM ff.0010 WM% ~Val TOR AA etrortetu; SØ W 90ecTro) Cm 110C CLorA/6 RO PER C601 15 MT µMI 11~1PDX WRAPS OW4Yf / r611.C106 1.0 At CoW1000 :WM 41250 KOAIL & 193(0) 3.0 • 4110113/4 11307431 SUM B( SSAIM3 Cf AS OXCTO) Br Tositt el$ IR 4P$14 KM 'Ma CONDUIT 7. ILL vRAC ~AIM AS o_116 6 ta2TO tN CTS. ..4. COMIC ORMOCS NO caauLLoof 6 70 CC WPM Br MaPAGOI AZ .03 Sel. tilt AMU SOS Tome B lumvi On 9re 9v41 kin DWI /YM 1.17.1Z 771.0717Z AØ Co RAMS. MAN I OF I 1(3/0 (G)-3/4"0 CONDUIT Om ~SA PAM • At cmaree, SIM TO (2) 5/te X Ite LONG COPPOt COPPER CLAD STEEL M. At moms %Ai N UL PliTatt GROUND DRNEN RODS SPREAD II. Ku Tretvala »An Isar 90114 P4<9@ NMI JC0 IS COMM 6'-0- APART OF C.WP. RID IL ALL (Ma OMITS OWL CZ MAW NM ~OA FIXINDATION STEEL. IL :453 crw% {gfircf= ELECTRICAL RISER DIAGRAM D 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. fateSan Ene4n Group 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 LIGHTING FIXTURE SCHEDULE Env, CMAIII 1,70 r.76 OILS w J.CIC.17.“ M171A.A: CCUTO7 P7>I7PLÅTE 4.1.31 0~tow Oa • Ormal ~At MIKA. DATA LAW DATA BASIS OF WSW >MISCOUNT PaciOlikelk4A2u1 POLSLArS11 MOW MI 1177 9.:011.9 Oil OtaaftrL 1131 AS MT fEMOMCFS MN: PALM a 116 CIMIX COMACa DOLL OM ASPS a Tema OS fl a ~Ma matem CAMCIS 616 LIM Ø. TYPE DESRIPIEN LOAD VA nun OTT wAnta 119E IMcam MATURE IIMUFACISER won aR macs ram SWAM WAIL NOTE %Mans 340177.1403 4c 341117.1401 iimmt 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 0 UllietA 03-212 Ca ID G 277/11W UMONIA To ~CAMAS. T AS MOM.: CalA1C ;EMI TO 'Moir/411MA ILL tcson/c1 MO raa All fILLA119 mix tv ta Ttiman SAM It ~CM CSAWEI3 motor WACCM.M AIM TIS COANG e UTHONIA AFP-3-54WT5-277V GM 10 IS (VATH 00140 GUAM?) 277/1/60 LITHCMA C N. MST AIMPJF14~ RICOUTEMITMS MO MAL COW PiCASEM1S. MPS Att Mama MTALtell. OCT be TO Ma Ia Mr COO HOOP ILTn e UDEMA ELK 777/1/60 WRONG LITTLE ST. JAMES D. TM Warn 6A Oa Ia ITC ELICROT Ø31%L cif Cuomo e UMOIA W13 25O1 mi-272V sme znive) UTHOHL1 MAINTENANCE TIMM 6 163PCM131 TO FO)10C A Mama 96113l AND WORKSHOP Ti. 410811 3WiL « MO van ON Stun 0594 T COan« roMa 0 WM« OWNER ILD Du uait (277 UDICIMA BUILDING PROJECT IS SC AL PAL MO ~I (OM te ACCESSITIE OM Pcun AV 14110Z Tr «MC» Sim PE 01171.6D ci e ~MC vine Aiwa, ay) 31 ABA 41 v014 SVAL 119 Ca 6 A MA MO ItaitUat WHO. ALL Rely MM. a¢Ø CTOTAAMIS SYSTD4 4A1. tt NO aux AS e 10W7811 as YN RITOT 9-15-1S —mu KR.B. WN B owns es KR.B. APpelovtovc PRO.CCT 1.0a 15001 conimcism, ~rum E0.0 ELECTRICAL NOTES, LEGEND & RISERS A 2 3 4 5 6 7 EFTA00258660 1 2 3 4 5 6 7 NR RAMO 7r-3 ire EASING SERVICE BUILDING NOTES: STORAGE STORAGE O LIGHT TRUCK TIRE CHANGER. 120 VOLT 1 PHASE (3M HP) E STORAGE E O HEAVY TRUCK TIRE CNANGERVOLT 2M-0' 20‘0' w?. war • HP.42,0V 3PHASE ABOVE GROOMELECTRICAL 4 POST LIFT 480 VOLT 3 PHASEMN PNEUMATIC LOCK GNP)£ (3Hp) 42- AFF r N 4IJAFF O ABOVE GROUND 4 POST LIFT ASSEMBLY 480 VOLT 3 PHASE <0.11LIffill PiPXMISI 42' AFF ICI TABLE SAW WITH VENT AND SAW DUST VACULIM.I2HPTABOV 3PHASE SERVICE BAY AREA faredLin Delp. Croup )DG SisseilOnnommnipa 4S-9112' EXISTING SERVICE MI) DrontnpagGeM• @wets Oilase Pal 011,34 Occ0211 EsuiLONG a Tenn.USN*.Sats Cab lachenc3441.17LICOSSC340.177.1461 .ea ** 00204mvorenste44 CONTRACTOR SHALL MELO VERIFY 04 NOSI.Ellene EXISTING MANHOLE AM PROVIDE C A SPRING LOADED WATER TIGHT C meanie*. ten Inn.* ON.1 STAINLESS STEEL MANHOLE COVERPROVIDE CUT SHEETS FOR APPROVAL BY THE PROJECT LITTLE ST. JAMES WAGER PRIOR TO PURCHASE MAINTENANCE AND WORKSHOP BUILDING PROJECT PSC.< EXISTING MILL IIT AWLS WLY1 ELECTRICAL MAN NOTE 9-15.1S ca..Mt KRA. 8 fD 44.44 17-24 • IOm B CIIKICO•11 KEta 05 4- Is 1-12m Amason JP.W. 202224 L-11,23.10 . PANEI. BOXIP PIROCCIAO: 1 POWER PLAN PANEL 15-001 0.0 I E1.0 SCALE: 1/21. =1.-0" COMUCt KO: BOVL DW) E1.0 POWER PLAN A 1 2 3 4 1 5 EFTA00258661 1 2 3 4 6 7 OOP E E OMPATilat Eartdian Design Group /saw.. 120*ARF QM U? EXISTING SERVICE NanIxonoves Cate- 0.40 Deny BUILDING Pod Ocke TimmUS Woolgands0C404 IllieSTIC305.777.10tOlac 340.777.1401 .."..0 1. 4 . 20tewerraind C LIME BT. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT PMCCLC LITRE ST Nt*$ USW 9.1515 KRB. KR.IL APPROXIOIX 1 LIGHTING PLAN no.xer No, 16001 SCALE: 1/B'-1'-0' E1.1 LIGHTING PLAN A 0 1 2 3 4 5 6 7 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 jaredian Design Group JDG EFTA00258663 1 2 3 4 5 6 7 Ia CMG E E CZM SETBACK UNE LINE OF NATURAL ABUTMENT OO.4MAWITS SHEREURE PER DIM SURVEY REST ROOMS LOCATION OF EXISTING MAJNIENANCE WORN D CONTAINMENT W SHOP BUILDING TO BE D REMOVED AND FUEL TAN RE-BUILT FUEL PU I EEE larwlian Desio Croup ...33OacirettaC.:•• Cuvol Don. Post Mar &A CM Si. Mao, .V.S. Vit. Math 0pOt ra 30 N1.11O04u 3:0 /77.1931 klithone Wr.2.1.2./Manta.r.ret C C LOCATION OF EXISTING GENERATOR LITTLE ST. JAMES BUILDING P.O AND GENERATOR BUILDING ROOFING LOCATION OF EXISTING a4 PROJECT HAMS Alle unit STYl€3 0Ava RO &AIDING d 4 OAlt 10.20.15 301, Rita. B B O.6COO KR& AMATO J.P.W. 30 0 30 (60 90 15001 SCALE - r . 30' CONWJCTIOJ Ye et MARVIN BERNING & ASSOCIATES LAND SUMETCRS R711O• SUBOMIXN FLAMING CO*0 PROPERTY SURVEYS PARTIAL TOPOGRAPHICAL SURVEY EXISTING CONDITION PARCEL No. LITTLE ST. JAMES ISLAND SITE PLAN NOTES: No. SA RED HOOK UTRIER ST. NONA& USW. EXISTING CONDITIONS A 2ONE R-I A DANATICTES POt La DoS SuRsET WNW!: WAS MC: Caw SITE PLAN WAIN . COA I COO Oat 3/9/IS OM NO. WO 1 2 3 4 5 6 7 EFTA00258664 I 1 2 3 4 5 7 me Dm MsMol E E Stormwater Best Management Practices 1. PROVIDE COMPACTEDGRAVEL BASE AT ESTATE ROAD DURING CONSTRUCTION. CtrOal..403 2. ALL EXCAVATED AREAS SHALL BE SEEDED OR RE PLANTED AT END OF CONSTRUCTION N PER TillS SURVEY 3.INSTAM. MET SCREEN FENCE AS PER MAMIFACIURES INSTRUCTOR REST R 4. RECEPTACLES SHALL BE PROVIDED ON SITE AND MAINTAINED ON A REGULAR BASIS D CONTAINMENT W S. VEGETATION BERMS SHALL BE USED IN CONJUNCTION1MT4 D SILT FENCE TO REDUCE STORM WATER RI. OFF. FUEL TANK 6. NATURAL VEGETATION SHALL BE PRESERVED IN THE INDICATED AREAS FUEL PUMPS LOCATION OF EXISTING BUILDINGS TO RECEIVE 1DG latedWn Deign Group NEW SECOND FLOOR ZONING NOTES MO ROOF STRUCTURE No bOcalige• OS/ • 0.011•• °NW LOT ZONING: It.1 'mate prim &Rosa US WSW.*00104 kImhomi 3017/7.16C0lac 110171.1101 LOT SIZES: PARCEL C III A ACRES SIBIU SOFT) pat • :I USE RESIDENTIAL *am. era mice wigoisie• C NEW SEDIMENT SILT ACCESSORY USES: NONE C ISMS OlOPSAIINCO. WA. MM.. SCREEN SEE DETAIL SIMI AMES SP II Ut ON SHEET C2.0 PAR10110: 4 VEHICLE SPACES PROVIDED VIM OS 0000 Wilk SHADED AREA INDICATES LOCATION DENSITY: TWO (2) DWELLING UNITS LITTLE ST. JAMES OF AREA TO BE R.0 AND GENERATOR EXCAVATED FOR LOT OCCUPANCY: 25 PERCENT MAX 1126727) BUILDING ROOFING NEW STORAGE ROOM PROJECT ACTUAL LOT COVERAGE: 5% -(30.185) MCOLS MC uns4 at Kam I/ EIO MN. LOT AREA: 21.280 S.F. LOT WIDTH 103 FEET REQUIRED VIRGIN ISLAND ZONING REQUIRFJNENT 10.204E FRONT YARD SETBACK: 15 FEET SIDE 15 FEET AND REAR YARD SETBACK IS FEET KRB. B MAXIMUM HEIGHT: 2 STORES B KRB. PROPOSED HEIGHT: 2 STORY 0 30 so so paostcTuK 15-001 SCALE - ri• 30 COxn,a"0: eide MARVIN BERNING & ASSOCIATES Waling LAND SURVEYORS SUBOMS/ON PUPPING C1.0 PROPERTY SMOLTS PARTIAL TOPOGRAPHICAL SURVEY PARTIAL SITE PLAN PARCEL NO. V LITTLE ST. JAMES ISLAND NO TES: NO GA RED HOCK DARTER ST. THOUS. DAVI SITE PLAN A ZONE R-1 DITATIORS PER NA 01.0 101.0 SCALE_` 1- .030*-0" A 7:cuta.vp SURVEY AM LOSS CAW.: GASLIXT SCALD 3 0Alt 3/0/I50' JOB 110. 2600 1 2 l 3 I 4 I 5 6 7 EFTA00258665 1 2 3 4 5 6 7 rtt MR Sae RETAINING WALL SCHEDULE MAO 000•2301TO PASVOIT {3N00•3 WATER 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" vrEARUO COURSE S'W.SCNW.iS 6'-0" 3'-s" 17" T-5" 8" #4012" #4012" 114012" STFEIPVE FAUD W CONVICT; 7'-0" 4....2- 12" 2'-6" 12" #4012" #4012" #4012" MSC COUItte 8'-0" 4'-8" 12' 2'-8" 12" #508" nog" #4010" E E 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- CAuSHLOGRAvO. mug OF WIDOF /NNW MU OR Uns KIM oonotWon CRAW; r.USDA= UNMSTUR01,0 Sal 3 STEEL PIPE BOLLARD TEMP. BARS SCALENOT TO KBE #3 0 12" O.C. V-BARS 2"0 WEEP HOLES 0 4'-0" T BARS O.C. OR 4" WEEP HOLES 0 8*-0" O.C. CRUSHED STONE JDG Anew. Design Croup 0 BARS 10.230..fflumeStle•OusesOmY T-BARS PegCIS ran Mean. VIII.OdUe1000. Idsplanc 210.M.10001ac 210327.$501 nestPowanICS 'C C C A C B ----sr.. LITTLE ST. JANES R.0 AND GENERATOR BUILDING ROOFING PROJECT IMAMS/4.0 U171.2 ST AIMS U.S.VI RETAINING WALL SCHEDULE czolczo SCAM NOT TO SCALE tare 10.20-15 CAW*, •f. B Mit IVCC B O.K...t0 Of. • if an Va. •itOXCI00. 15-COI DOUBLE EROSION CONTROL FENCING SITE DETAILS 101 C2.0 A TYPICAL SEDIMENT 2 SILT SCREEN DETAIL C20 C2.0 SCALE: NOT TO SCALE 1 2 EFTA00258666 4 Amm0/0 1 2 3 4 5 6 7 sol MR POWOO NOTES: 1. ALL CONCRETE SHALL HAVE AN Fe OF 3000 PSI AT 26 DAYS FOOTING SCHEDULE 2. ALL REINFORCING STEEL SHALL BE GRADE 60 CR Fy 60.000 PSI wac DIJIIKIGNIT Lomonau- we ancri FEWORCENENT SUM 3. ALL CONCRETE WORK SHALL BE AS PER A.C.I. CODE tCA If il: I a BOTTOM TO of MATIOCOC. rcoanat 4. PROVIDE r WM. COVER FOR SLABS. BEAMS. AND FOOTINGS RESTING ON GRADE ri rer• r-rex ho clic craft 0011UAll CUT LINE OF FOOTSIO wiry= ow Pa 5. PROVIDE MIN. COVER FORSLABS. BEAMS. AND COLUMNS AS PER A.C.I. CODE RIGID FRNAE STEEL COLUMN IS. FORMS UNDER SLABS AND BEAMS SHALL REMAIN IN PUCE 14 DAYS MINIMUM ABOVE 7. ALL AGGREGATE SHALL BE CLEAN NO FREE OF ORGAN/C MATTER E (12)14 VERTICAL E D. DESIGN LOADS SHALL BE 100 LDS P.SF. LIVE LOAD AND65 LES P.S.F. WINO LOADS 03 TIES et 9. ALL STRUCTURAL LUMBER SHALL HAVE AN FD OF 1500 P.S.I. MIN. 0.0 m TIES AT TOP OF ID. ALL STRUCTURAL LUMBER SHALL BE GRADE MARKED FOR STRUCTURAL USE PIER TYPICAL COLUMN AND PIER SCHEDULE II. ALL LUMBER SHALL BE TREATED AGAINST TERMITES AND FUNGUS ..„, nu NSIVICOUP Ida VI 0 lila •OVIre it AU. MASONRY WALLS SHALL HAVE A MIN. VERTICAL REINF. W/ /t5 AT 24' O.C. AND HORIZONTAL REINF. AT It O.C. CasPAUall Cl rarer' 1015 la Bc0.9 13. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES n zone IMO mar BC 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 D 1 PIER DETAIL LEGEND 500 50 SCALE In FCJ FLOOR CONTROL JOINT CONCRETE BEAM SCHEDULE MK Pin latla nfl MAIO laze:Ban Design Croup UNE INDICATES BOTTOM W • OP /01 IOC NE012 I on* I STEEL 40.4PfORFIRUNOLAST011arMaiNGTHraC si RAN We PP* war Iff•MOM OM N TCPSTISL AT 1.15116 'MOM0.0 TEMPERATURE Cunt/vim as •Onea Cvete. rip Tad STEEL IN SLAB Pe•tera Oat c215 a nant LI S. Vreh lea.* Ca %Infra.: 34,771.3“0 fib& 3.0.177.16,1 INDICATED OUTLINE *ea rleslalOi<00-~Att U IUD, P OU nor GUN SUM OF FOUNDATION FOOTING BELOW 0 INDICATED OUTLINE OF C WALL ABOVE FOOTING C YJ IN TOP BARS AT 24' 0.0 TYPICAL I_ LITTLE ST. JAMES AT LENGHTIS THE R.0 AND GENERATOR BAY SPAN BUILDING ROOFING SLAB BASE PROJECT VERTICAL BARS a/date REFERENCE Th e Ulti a.m." use.. ELEVATION NO. .or CHANGE IN SLAB SLAB NOTES ELEVATION SLAB —5 STIRRUPS ELEVATION NO. CATO Ai 6' CONCRETE SLAB TYPICAL 10-20-15 BOTTOM BARS REINFORCED WITH 6N6 -2.192.1 WELDED WIRE FABRIC (WAF) alert ICR8. TOP BARS OR CONTINUOUS BARS ON TAIL POLY VAPOR BARRIER. LEGEND B IN A SPREAD SOOTING TYPICAL 3* COVER B Ora OY: RIB. FOR SLAB ON GRADE REINFORCED CONCRETE 1VAU. uwooroont J.P.W. It CONCRETE SLAB REINFORCED WITH B1 IS BARS AT It BOTHWAYS ON 6 MIL. retore VI TO76 r OR C STUD FRAMED WALL POLY VAPOR BARRIER TYPICAL r COVER SLAB n0JatIO: FOR SLAB ON GRADE. 1601 REINFORCED MASONRY WALL COMVORO: t CONCRETE ROOF DECK C1 TYPICAL REINFORCED PS O V O.0 TOP AND BOTTOM 1.447 Pal COVER TYPICAL O 2 tO RAIN WATER LEADER IN WALL S0.0 OR COLUMN COLUMN AND FOOTING SCHEDULES 2 DIAGRAM DETAIL THE GENERAL. CONTRACTOR IS RESPONSIBLE FOR 509 159.0 SON£ =TOWLE THE MEANS AND METHODS OF CONSTRUCTION. A THEY SHALL FOLLOW ALL THE MANUFACTURER RECOMMENDATIONS AND REOLPIREMENTS FOR THE BRACING AND SHORING OF THE POURED CONCRETE WALL SYSTEMS 1 2 3 4 5 6 7 EFTA00258667 1 2 3 4 5 6 7 COAT BACK OF WALL WITH M) COATS OF BITULLWOUS WATER PROOFING MEMBRANE ANO INSTALL ENKAORAIN DRAINAGE PERFORATED 4-0 PVC MATT. DRAINAGE PPE ENCASED IN GRAVEL NOTE' OUTLINE OF FOOTING BELOW O CONTRACTOR SHALL COAT NEW AND A PORTION OF EXISTING V/ALL WITH E CONCRETE RETADONG BITUMINOUS MEMSRANE AND INSTALL E WALL ENTMORAIN DRAINAGE MATT AND MO PVC PERFCIPATED PIPE : SEE NOTE A PC•IITLITNIT. C FUTURE R.O. EQUIPMENT Jaredian Design Group EDGE OF e,uLoms Nall Drvvenpens Gab • OunalOteatssi Pes1014-. Octal, Th ' s,..."- WO, Msq OC404 klepkne 34).777.4e0 fa NO 777:5401 frail ).1•42,SVMnitmotret PRUNE OF FOOTING NO. Nti,l11.41at, BELOW Wi•Sti.••••• 1.1”..••••••••••• C C Oina•PAIR,C.• muttons, Atli 'SO SWIM. WNW V. ••••••• MO PVC DRAINAGE PIPE MAO danalOatnie IINIII•••• IIPSWIMOMMOR BELOW SIAB RUN TODAY UGHT LITTLE St JAMES P..0 AND GENERATOR EXISTING BUILDING ROOFING RETAINING PROJECT ALL evertsore liTtlf ST awn USA, / LOCATION OF EXISTING TRANSFORMER con 10-20-15 mount KRD. B B OCCatiff Kerp, FIRST FLOOR R.O. synonym J.P.W. BUILDING FOUNDATION PLAN 51.0 151.0 SCALE: 3/1rss I .-0" NO4C11/0; TWIT GOIMVC/N04 8.41T10: S1.0 1ST FLOOR RO BLDG FOUNDATION PLAN A A SEE SHEET S0.0 FOR NOTES AND SCHEDULES 1 2 3 4 J_ 5 6 7 EFTA00258668 Proligiva 2 3 4 5 6 7 ND OM RiaVapat • U CONCRETE REIGNING WALL asi30170M EARS AT r GC PS TEMP AT 6* 0.0 E 253 E 04 TOP STEEL AT 12' 0.0 4 4*-0' LONG OCPSATMIll IDOSTING SUB FUTURE R.0. EQUIPMENT D D • faredan Deign Group EDGE OF BUILDING A /10-130rtniapas 0.asfs0a0w Pool Or%a EoA 020 St. Tann.US "A".1Winds WM ielepbtor 34).771.1001w).1177.1401 eaLlyesar24•4xwasetnei Ci Ci = an urru ST. JAMES R.0 ANO GENERATOR EXISTING BUILDING ROOFING RETAINING PROJECT /ALL PARMAPAC urnc ST IWO LISY1 LOCATION Of EXISTING RANSFORMER rant 10-20-1S mann KRO. B B °CCMD re: KRS. sermon° J.P.W. STORE ROOM ROOF SLAB PLAN S1.1 S1.1 SCALE: 3/16- -r-0" R001.1\ IS-001 irrAOCINO: \ 7 ° S1.1 STOREROOM ROOF SLAB PLAN A A SEE SHEET SO.0 FOR NOTES AND SCHEDULES 2 3 4 5 6 7 EFTA00258669 141,1100 2 3 4 5 6 7 la ant • T T E I E IC-0• 2(1-0' 20-0' 20'4' 97-0' ir-r •. 02 ,. .. ,. 02 6.1 PI PI B2 PI PI P1 Pi Ft Ft Ft F1 FI 1 F g 00.4sAlml. SEE SLAB 'A Si NOTE "AI" P. D CONTINUOUS CONTINUOUS FCJ GRADE SEAM JDG Aurelian Design Croup I 8 HL)3 Cstarimagm G.., • 0 -ones CuVre etk• Cc. 4210 R Iltnes COOS a M... . $. Ilkpbtar 10.777.141:0 M0271...601 2? test Wed siCallpartieretret EXISTING CONCRETE SLAB a COMPACTOR WALL ea REMOVE EXISTING BUILT UP GREEN ROOF FROM ' C EXISTING RODE DECK C v,. UTTLE ST. JAMES RO AND GENERATOR I BUILDING ROOFING H - - — ; ,--- 4 I I I PROJECT MOSS ATAC LOAM SECS USV) MR 1020.15 Olt41.10 KR& B B 04000 rt. Kiss OPTIWIO fit J.Rly. MD441004 16401 OCTMUCT ICtt OOP.% PROPOSED SECOND FLOOR S1.2 1 SLAB FOUNDATION PLAN SECOND FLOOR 31.2 I $1.2 SCALE: 3/16'sr-O- SLAB/FOUNDATION 0.3.1 A A SEE SHEET SO.0 FOR NOTES AND SCHEDULES 1 2 3 4 5 6 7 EFTA00258670 1 2 3 4 5 6 7 DP Pat Pt Maid — — 2Cr-IE I 20-0' 20-CE 204' 20.0* 20%0' E E 4 ELECT/MCC lis RO STORAGE CONTROL ROOM CSantUAIS . D D DISTRIBUTION PUMP ROOM jaredian Design Group a as -- /433 Opectinsna Galt • Dwell Cued., POO Olt* Bea 621* ThSPNIs. US. CrisildaCs C(40. kletstm 340.17/S.U0 S.477 /CM Seat latelosstapmestrst 0101•••••10..3 •NO.• n'Tleanass, C 4 R.O. C tellft.“••••••••14•WFas"1•••••••••• k tart Slitim• ilmanfoN1-, Otaat ••••••••••a EQUIPMENT FUTURE R.O. FIRE PUMP EQUIPMENT LITTLE ST. JAMES R.0 AND GENERATOR ROOM BUILDING ROOFING PROJECT MCC-S/4S LITTLE SSIAMS URNS -...=r 10-20-1S KR.B. B B KR.O. AMCsti$S1 a „„ /*MCI $0: 1.5-0)1 CCSTR/C1sO: EXISTING FIRST A-1A1.0 FLOOR R.O BUILDING EXISTING FIRST A-IA1.0 A-1A1.0 SCALE; 3/16" 1*-0- FLOOR PLAN RO BLDG A A 1 2 3 4 5 6 7 EFTA00258671 1 2 3 4 5 6 7 IC ate 1.1.1w00 E 2f4 314* E CUTUNE Of BEAM ABOVE 01410151.1111 FUTURE R.O. EQUIPMENT D D UnisonDaly Group EDGE Of BUILDING A Maki. Ovamteresraft Ousts Oat, Pelt Cels kat* IC SOWN.. ,•90 IOW* 000:4 winnow 3•17/7.1603fret laXTFLIC0i immatimedat2OCovassel 17117 ThaVE7.1 TanS t C C •••••••••••••••••••,••••-.•.--.-. seen moan NEW CONCRETE INFS.L WALL BETWEEN LITTLE ST. JAMES DUSTING BUILDINGS R.0 AND GENERATOR EXISTING BUILDING ROOFING RETAINING PROJECT WALL Mttt5A&C urn...corn:a %Sal LOCATION OF EXISTING PROPOSED FIRST ISFORMER 1 FLOOR R.O BUILDING 1040-15 A-IA1.1 A-IAI.I SCALE: 3/113'.1I-0" MOM in: KRS. B B omen.. KRa. tontonoim J.P.W. 000W110.1 15401 03,1WWCIIII0J A-1A1.1 PROPOSED 1ST FLOOR FLOOR RO BLDG A A 1 2 3 4 5 6 7 EFTA00258672 Cara0.41 1 2 3 4 5 6 7 PC oat exam: 6'0 0900 0 O 0 E PVC PIPE E FILLED WITH iv* 20W 204' lets' CONCRETE BOLLARDS 0200 PVC PIPE O\ 1. • aa FILLED WIWI CONCRETE BOLLARDS Qa4UltNal '1' 3 3 3 CONTINUOUS FLOOR COVIRCI. JOINT D 0 Median DMiff. Comp JDG as... C9C0 Wawa. roan PVC PIPE Na U Cranapied 080.• 0.0•00arna FILLED WITH Pal Cake aatetle CONCRETE et That% akis alma ge.04 BOLLARDS BlaPbac 340/MlIansc 34.717.1001 saatjaialaa ala /MOM WIMSS anima aa, al C C r are ••=aaave a a :maga fair UTILE ST. JAMES MAINTENANCE BUILDING RENOVATION PROJECT INCGISIAC Unit ST a.VZS USW 3-31.15 twnam KRB. B B catalpa: KRB. MSC! ma • *001 0:smacita aarriam A-2A1.0 PROPOSED SECOND PROPOSED SECOND 1 FLOOR R.0 BUILDING FLOOR PLAN RO BLDG A-2A1.0 A-TM.0 SCALE VIrwf—Cr A A 2 3 4 5 6 7 EFTA00258673 2 3 4 5 6 7 CwIt AC.130.4 ITJ*Ve/3 I T E mar 20'.0- 2G-0* T 20%ft 18tr ALUMINUM BOX GUTTER ASSEmBLy • E CO.trerearrs ‹. 4. D D GABLED END —.Z .....Z... WALL jaredian Design Group GABLED ,a1.100.”09%,, Gut . o..r.1cuw END Poi! 01o, 04.62,0 WALL St Thum V.S. Viet sans 0007.4 toirstrue 3101!).1NC Svc 340/...01 b .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••••• C C Mae Vie (9.1.••••.% t• ••••••••••••••••.ielnzal•EI Wen m••••••••S F.' fa We. 01.0•10 PT (Ma. Yea. ...WM LITTLE ST. JAMES RO AND GENERATOR BUILDING ROOFING ) PROJECT PP:tit/J.< unit x1..tes r!VI NEW ORE.FINISHED METAL r ROOFING SYSTEM WITH VINYL INSULATION 10.20.15 rm. KR B. ; -... B / B tiµCOCOM K.RO. ) .7:uterus: 15401 “NlItACT ALUMINVM BO% \ GUTTER AS SEMELY A-3A1.0 1 ROOF PLAN R.O BUILDING ( k3.;) PROPOSED ROOF A-3A1.01A-3A1.0 SCALE: 3/16- 1'-0' PLAN RO BLDG A A 1 I 2 I 3 4 5 6 7 EFTA00258674 AlhotOsa 1 2 3 4 5 I 6 7 WO OM WONOO DIETING E RETAINING WALL E LOCATION OF EXISTING ER O 0 CONDAMT3 BR D O r SWITCH GEAR rl JDG jar edian Design Group ROOM Non Conkom 0•P•. On•n am• GENERATOR ROOM Pal CM Ou CVO S. Maas. u S. WOO moo cos orruotarr 3•IIM.1401M3contsios OndoMvicootMAN C C CORRIDOR LITTLE 5T. JAMES RO AND GENERATOR BUILDING ROOFING PROJECT MOOS /MC tine ST MEI IMO FP EQUIPMENT ROOM 102045 C r KUL B B KRB. AMMOire J.P.W. MONO oi1 15.001 00%ING•M.I zt AD) PM NW B-1A1.0 EXISTING FIRST FLOOR EXISTING FIRST FLOOR FLOOR GENERATOR A GENERATOR BUILDING A B-IAI.0 B-IA1.0 SCALE: 3/Ilro1 .-0" 1 2 3 4 6 EFTA00258675 1 2 3 4 5 6 7 as EXISTING RETAKING WALL E ENCLOSURE E 0'0 GSM PVC PIPE 13- 0 C900 PVC PIPE r MOUND EXISTING TRANSFORMER BELOW FILLEDMTN FILLED WITH CONCRETE—. CCNC O flu O BOLLARDS BOLLARDS US,SAIU/13 19LCA 20v7 In D r 1W t ThEljaredian Design Group C C H SIN O 0 C I N,aaCunnitons — • Onsets tett Puttee au CU R Mak U S VS*Idiot OYU Stestest 3.147I7,403Ut Istn1.401 taut puttintittosinsUbel •••••••••••••••••••••• ORS OSK Mil • ••••••••••• SS:••••••••••••S•••••Sil ••••••••••S •••••••••••••• ••••••••••••• • WANES.. l•SOSS• SISSIS t•••••• dale • SWISS •••• •••••••••••••••••• S. Say SS,. Yam. WV LITTLE ST. JAMES R.0 AND GENERATOR jP BUILDING ROOFING PROJECT PMCELSASU KRIS! OM Vivi Out 10.20.15 a *ASS.: KR.B. B B occrsoge. KRB. • •••04•C•••• •ROSC1nO4 I 3.001 COMUCTMO. B-2A1.0 PROPOSED SECOND FLOOR GENERATOR PROPOSED SECOND FLOOR A A GENERATOR BUILDING B-2Al .0 0-2Al .0 SCALE: 3/16"1'-0" 1 2 3 4 5 O I EFTA00258676 Ca *ISA* EXISTING RETAINING WALL E ENCLOSURE E r AROUND COSTING TRANSFORMER BELOW 0 O O O COOAV4.11 11Y-0* WA' • • D •0 D NEW PRE-MESHED METAL ROOFING SYSTEM WEN VINYL P1SULTION l l lilt Mrteon Cosign Croup tee3300.411.601•0006•CMOWS Osidlot AMMO, OsCY arra u VIRM WNW OFF24 laninin3KLITLICOlec140.177.101 oust lend•Qauteit•motrot O oasunoononosoosonsurs woos.ossuoso C C uno.""'"=rnoi=ow 4,: 217===.1.1:PIEZ • LITTLE ST. JAMES I BOARD GENERATOR BUILDING ROOFING C PROJECT PAWILSAILC Ulltil ST MAIM USW 0 pR —Si, 10•20-IS KRB. B B falOWAIM NoA ALUMINUM orwrocom J.P.W. BOX GUTTER ASSEMBLY PO011tet '1St *001 Darla: B-3A1.0 ROOF PLAN ROOF PLAN GENERATOR BLDG GENERATOR BUILDING A A 0-30.1.01B-]ALA F• 3 4 5 EFTA00258677 1 2 3 4 5 6 7 11044014 PlIVAACIO a NEW PRE•FINISHED METAL ROOFING SYSTEM WITH® O O NYC. INSULATION O LOUVERED FIGLOUNT PRE-FINISHED LOWER EXHAUST FAN VENT METAL SIDING FAN VENT TOP CF z TOP OF E STEEL STIAL I TOP OF I PARAPET WALL — EXISTING ROOF CO.Ca.uniTt 0 ti 0 22 6 FIRST FLOOR rL % EXISTING PAINTED PLASTER CONCRETE Group WALLS JOG Luedlan Design LOUVERED VENTS No 33 Croterinpra Cab, Oasn's Ovelei Post Ofra M 410 St TONE. V.5. Vein Wand. Ce.104 BASEMENT 19:40144,7 340.177.16,0 3.0,71.1601 M1tpVYt4'QAXMMIMI C C BUILDING A EAST ELEVATION LITTLE ST. JAMES A-A2.0 I A-A2.0 Sat 3/Ifl ,11-0" R.0 AND GENERATOR BUILDING ROOFING PROJECT PMCINZ SSC VILE STPail WIV.1 a NEW PRE-FINISHED METAL 0 ROOFING SYSTEM WITH YL INSULATION PRE-FINISHED METAL SIDING wTe 10-2045 r mama. K R.B. B / .,,u ,,,,Yr i [1 I I B OCC6001, Kp,a, , ,I, i H TOP OF ,, , , li ri i r i STEEL y !l „ Appecmmon LPN/ ' I . I I: I t P I I t it- ; t il i 4 1 [.. 0 1 .I . :. . , .1 I- 1 Rio, 0011W4-1110, 18001 I ; [ ll I ' I I I ' i li. I i li I F 1 I II I r EXISTING ROOF 1I ll 1 =II I I If ' I [ II I f il A-A2.0 DECK Leiet. A \\ LOUVERED EXHAUST FAN VENT BUILDING ELEVATIONS R.O BUILDING 2 BUILDING A WEST ELEVATION A-A.2.0 A-A2.0 some 3/1r-le-0' 1 2 3 4 5 6 7 EFTA00258678 4 5 6 7 NS MID Medan EDGE OF PRE-FINISHED NEW PRE-FINISHEO METAL 0 BUILDING O M. SIDING O ROOFING SYSTEM VAIN VINYL INSULAIION EXISTING CONCRETE EDGE OP EXISTING BUILDI 12 WALL TO BE PAINTED LOWERED EXHAUST TOP OF FAN VENT SI EL INFILL STORAGE ROOM r( BETWEEN EXISTING BUILDINGS FIRST FLOOR ONLY _ n___TrAir5@wvemr_ TOP OF EXISTING ROOF DUCK LEVEL '0 C900 PVC PIPE FILLED WITH rµ11 0 CONCRETE BOLLARDS EASSTNG SLOPED ROOF SLAB NEW RETN/ING FIRST FLOOR WALL BUILDING A LOUVERED EXHAUST NORTH ELEVATION VENT A-A2.I A-A2.I SCALE: 3/16%.1.- LOUVERED EGIAUST FAN VENT !median Design Group L JIDG Neaps.. NA 11Dvainscos 6•49 • Oul•ROKAIN L Cr.. Su(MI St S banalCOM ppM HI 777..340 fat SiOnten GUSTING CONCRETE 0.1543 reCittiaMPOMPSAII44 WALL TO BE PAINTED NEW PRE-FPASHED METAL ROOFING SYSTEM WITH PRE-FINISHED NYL IIISULATION METAL SIDING BUILDING A 0 0 3 PARTIAL EAST ELEVATION HEAVY DUTY A -A2. I A -A2. I SCALE: 3/16'n I . -V' UTTLE ST. JAMES ROLL UP DOOR R.O AND GENERATOR ASSEMLBY BUILDING ROOFING ITI, PROJECT TOP OF PIACR5 ARC -STEEL 1 1 111 11M ;i' Witt bfawnn us.° TOP OF a El 7 — - OAR VALL 10.2O-IS KRB. Ciext0int BRO. -.—......_. _ irr ="unnn`stira rat apportast J.P.W. pi=n=it=i -I=0=N=H=H 1=II=HrtI=II IY0 MOD PVC PIPE !MAI l-.E=imuAi Ira.tti=ortn- FILLED WITH ri=11=11=11— CONCRETE BOLLARDS 15401 r:I=u=u-n EOSTLNG SLOPED COMUCIAIO: I :II=II-ii• • OOF SLAB EXISTING PAINTED FIRST FLOOR PLASTER CONCRETE WALLS A-A2.1 NEW CONCRETE INFILL STORAGE BUILDING ELEVATIONS ROOM BETWEEN R.O BUILDING BUILDING A OUSTING BUILDINGS 2 SOTH ELEVATION BASEMENT L A-A2.1 A-42.1 SCALE: 3/1CrAV-Er J 2 1 3 4 5 6 EFTA00258679 1111.100 1 I 2 I 3 4 5 6 7 PREPINISNE0 IIY PiraWbei METAL S!DING NEW PREPINISNE0 METAL ROOFING SYSTEM WITH INYL C1SVLAMON r 12 TOP CF STEEL E E EXISTING PAINTED PIASTERCONCRETE WALLS TOP OF II PARAPET WAU. 41001111101 COSTING SLOPED PRE-FINGNED ROOF SLAB METAL SIDING NEW PRE.FINISIIED METAL ROOFING SYSTEM WITH INSULATION FIRST FLOCR 12 lizedian Design Croup TOP OF JDG - PEEL Nal Onteffilete 0•10 MI 011eatateni it Mann. LIS. Win Walla 0,134 boepheor 3410177.10WagNO.177.10/1 *auk jenclaanblwavalf Int BASEMENT MOI NM. IOW* NAV. MO. 14 MI M.. ••• IPS, Mal MOMS St ..nnen an. -WY nott• C EXISTING PAINTED C allan“eneni. LIO • ••••••• 14,40 ••••• ?Ina 141••••• •••• NNW PLASTER CONCRETE new •• a... sot. %TAUS TOP Ofu __E WALL LITTLE ST. JAMES ABOVE GRADE R.0 AND GENERATOR BUILDING B BUILDING ROOFING PROJECT NORTH ELEVATION PAPC11.9 MIA MAC NW= VSVJ SCALE: 3/16. !, I NEW CONCRETE RUNNING WAL WITH WATERPROOF 5LAH 10-20-15 MEMBRANE COATING MO ElIKADRAJN OWN W. MEMBRANE B B wenon. K.R.B. FIRST FLOOR WAY40St J.P.W. PODSCINCia 15-001 COww41147: BUILDING B B-A2.O SOUTH ELEVATION BUILDING ELEVATIONS =ME 3/Ie-r—oe GENERATOR A A 2 3 4 5 6 7 EFTA00258680 1 2 3 4 5 6 7 1.0 OT TPvxo LOUVEREO EXHAUST LOUVERED EXHAUST FAN VENT FAN VENT EDGE OF NEW PRE.FINISHED METAL ROOFING SYSTEM WITH C EXISTING A BUILDING TOP OF STEEL VINYL INSULATION I PRE-FIMSHED METAL SIDING DIFILL STORAGE ROOM BETWEEN EXISTING MAW/ 1GS it E TOP OF eTh I 4 S E PARAPET WALL SLOPED ROOF SLAB cosparmrs D D pRST FLOOR JDG 'median Delip J BASEMENT WA Oni.ois Oetio -CumiesCupd• Pal Oita Omni* St Them:ANA VIVAITTotallOT C BUILDING B RE. PREMED P.SETAL SID NG NEW PRE-FINISHED METAL ROOFING SYSTEM1MM VINYL INSULATION y C iffictom, 340 TTETETTIteNATTEMTI .inatkee4m204ToToTa WEST ELEVATION TOP CC -A2.1 B—A2.I STEEL SCALE: 3/16-=r-0 - 1 LITTLE ST. JAMES R.O AND GENERATOR BUILDING ROOFING PROJECT TwiCUSAAC -1 TIME STasaft USYJ Pr. TOP OF WIL PARAPET WALL 102015 imunim. Kat B III B 040,I0 IT KR .B. m.wro, Fr J.P.W. LOUVERED LOWERED EXHAUST EXHAUST VENT VENT S Man Mt VG CSO) PVC PIPE FRIED 15-001 WITH CONCRETE BOLLARDS OTOMMCI TM; EXISTING SLOPED ROOF SLAB POlinCta FIRST FLOOR L B-A2.1 HEAVY DUTY ROLL UP BUILDING ELEVATIONS DOOR ASSEMBLY BUILDING B GENERATOR A 2 EAST ELEVATION i A I B—A2.1 SCALE: 3/I6'= t'-0 - NT 1 2 3 4 6 7 EFTA00258681 iietYGOIC 1 2 3 4 5 6 7 MR MINKS 0 O STRUCTURAL STEEL PURUNS NEW PRE-FINtSHED METAL ROOFING SYSTEM WITH VINYL INSULATION 12 r I I E TCP OF E STEEL STRUCTURAL STEEL PteRLINS PRE.FROSNED METAL PRE ENGIN.E SIDING WITH VINYL STRUCTURAL STEEL FACE INSULATION FRAYS ASSEMBLY teidealiWIS D &MING SLAB AND GREEN ROOF CONCRETE PIER D SLOPED AT k PER FOOT ROOF DECK III Imam Win cm* oeslyeyekerinevrade. tenzennlepers OS, •Ceseeene Choldst MI Ma Om C11. a neOffeas. Vet ete. kelleSCCON latpiene ailtl 777. iorl1101 osianiedledeimesset et: C C wen NMI FLOOR \ i 4.6 .„. 1.....?.:.‘g.s. ;TTC..-44o •r• ty Lc, • J7 •.•. ... LITTLE ST. JAMES R.0 AND GENERATOR .e. BUILDING ROOFING ye: • PROJECT PA/M.3/.0.0 LIME letlaset3 WWI Out ele r 104045 BASEMENT KR.B. B B am® E.: KR.B. IIIONSOAt ODefilbaieey MIXT WU CROSS SECTION A3.0 BUILDING B BUILDING SECTIONS A1.0 I /SO A A 2 3 4 5 6 7 I EFTA00258682 nrat Coif 1 2 3 4 5 6 7 Kt Cart ISVA•3 NEW PRE•FINISNE0 METAL ROOFING SYSTEM WITH E VINYL INSULATION E 12 (*.sawn* TOP OF STEEL D D EXISTING SLAS AND z GREEN ROOF CONCRETE FIER SLOPED ATE PER FOOT '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 C C LMLE ST. JAMES R.0 AND GENERATOR vl BUILDING ROOFING PROJECT : IMWILIAS.0 urn( VANUA UAW 00.1* 1040.15 nowt.: KRB. SASSMSNT LEW • B B cm1oann. KRA 1/0/040111: J.P.W. 111OXCrnO: I50)1 Can PC. CROSS SECTION A3.1 BUILDING A BUILDING SECTICNS A3.I A3.1 SCALE: 1/h'=1'-0" A 1 2 I 3 I 4 5 1 EFTA00258683 ICaSVC 1 2 3 4 5 6 7 Cat. OEPMACS CAP FLAMING _ic .V.......- t 1ETAL CLEAT c • IS VERTICAL AT V 00 METAL FLASHING MTh TERI/MATSON BA • COAT BACK OF WALL 6' FILL SINGLE PLY TOPPING t/EMS,RANE AT 12* 0.0 E WITH (2)COATS OF "' BITUMINOUS MEMBRANE • E SLAB NOTE C I ENKADRAIN DRAINAGE I/AST 11I I it • • • • n. • • • E1 I CON:u.L..vT3 11I • I I I Ell I • • ix-CONCRETEWALL OUTLINE OF BEAM RI THE BACNOROUND i2. CONCRETE WALL D 1 I SI AT 12' 0.0 SEMI 81 •• AT iro.c zl I1-I I 1I I- OUTIRC OF COLUMNIN THE BACKGROUND SMIS•il Otte Croup :7111 e• a • P.S.••••••••/0...s. I I 1I T:O• .4.13Atalmies 0••••0•44s01.•• SSAT V0.0 IS AT 4- 0.0 PtMOMS ••••21b A Thema; 0.12.Wisl•••••=b1 Slow MOLIT7.14,3 tic ad0177.1401 EI I I PlintafeetS.Cdtall C -II I Peenia•••••••••awmace••••• •••••••••0......m.••••••••••• C 1 -1 II aftomarais...a. masa..so MS.. IN FITOOMtall itI• &OF••• E1L__I I I ,000,,,,c I 0 0-0-0—c D. 4 • II.411.1.11•••••••• la/ I.MP 101•Illi...19 OS MT •••••• WM.MM..Pait LITTLE ST. JAMES RO AND GENERATOR -4 0:0:0:0:0:0:0 BUILDING ROOFING PROJECT —L3:0:0:0:0:0:0:0 1_00000000 1.0.9CEILS &LC Witt SUN,'" US.Y.. 0000000 _0000000c 0000000 Is Won troz 0000000 ! 0 0 0 0 0 0 0 000000000000000 PVC WATER STOP PVC WATER STOP 2X4 KEYWAY >0000000 , o o 2X• KEYWAY 10-20-Is 0,, „, 0 0 00 af .4 • I. • • • • .• • Drawer: KRB. a • • • • . • B O.0 B damn. NEB. APHIC.60 J.P.W. 811.0 MIS 51 1.10A2110: 'SCSI tO PERFORATED DRAINAGE PIPE • ENCASED IN GRAVEL Saita.C. PO PERFORATED DRAINAGE PPE A3.2 BELOW SLAB CROSS SECTION BUILDING SECTION AS2 I AS.2 SCALE: 3/ Cr- I • - A 1 2 5 EFTA00258684 2 3 4 5 6 7 GAIL rtnit.O.3 PLIA.S.1 E E METAL FLASHING COOLOMOS BARWITH TERMINATION METALFIASHINOWON TERMINATION SINGLERLY 6'TCPPING FILL SINGLEPLY \\:,/ MEMBRANE MEMBRANE SU9 NOTE Cl D D OFT, • i • Prra • • a • • • S • • • • • • • • . . • • • • SS tie &SS interim Design Group ...31oronanars ea, • OastYs Gram BEAUBI NV MO Sea 62IS 1St D.Mus. WI %WA I tolegoone 3•1/77.1601) 0/04 3..17/.1601 •••at / OFBEAMIN OUTLINE THEBACKGROUND C C OUTLINE OFCOLUIANIN THEBACKGROUND =?,...• ••= 1 4:74.".."== e P.O UTTLE AND JAMES ST. GENERATOR BUILDING ROOFING PROJECT MIMS WAG JAMS IOTA tir V t.vJ Ohlt 10.20.15 ewe-: KR.B. B B 04Cue we KR. D. a5MATTir o.c neat NOJ 1S-001 • . •• • • • . • • • CCarINCT • • gam. • -t A3.3 -NN—VAPOR BARRIER 4'9 PERFORATED • 1TITL:I// //)t BUILDING SECTION A I I—II —I I I I I I=I I I I I— DRAINAGEPIPE BELOWSLAB ' II II I IIIIIIII-4_ II / A CROSS SECTION A3.3 I A3.3 SCALE: 3/4%.1.-0 . 2 3 4 5 6 7 EFTA00258685 2 3 4 5 I 6 7 Kt Out 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 POWER OPERATED WITH 216- 120' simaml OvERRIOE 0 ROLLED DOWN SHUTTER POWER OPERATED WITH 216* 120' MANUAL OVERRIDE 0 ROLLED DOWN SHUTTER POWER OPERATED WITH 215. 192' MANUAL VERROE E POWER OPERATED WITH E 0 ROLLED DOWN SHUTTER 21192' siANUAL OVERRIDE i:EI HOLLOW METAL 76' SO' HOLLOW METAL WORMS, FRAME COSSIVIO D D WSW, Design Group JDG letA 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 R.0 AND GENERATOR MIXING ROOFING PROJECT Mint Vatc woe ST SUL vs.v.i 10.20.15 KRB. B B K.R.B. ArnICATO J.P.W. MAttiCt 16401 MA oat A4.0 SCHEDULES A 1 2 3 4 6 7 EFTA00258686 /0004 1 2 3 4 5 6 7 •R *Mt SAO PRE-FINISHED METAL ROOF ASSEMBLY KITH VINYL FACED INSULATION ♦ ♦\ PREFINTSHEO METAL ROOF ASSEMBLY WITH VINYL FACEO INSULATION SIMILAR E PRE ENGINEER PRE•FINISNED METAL STRUCTURAL STEEL SIDING KITH VINYL FRAME ASSEMBLY FACE INSULATION D D HEAVY DUTY ROLL UP GARAGE DOOR PRE•F1NISHEO ASSEMBLY METAL SIDING STEEL CHANNEL WITH VINYL FACE STRUCTURAL STEEL HEADER INSULATION PURLINS familia/I Otago Group PRE NCR'S ER STRUCTURAL STEEL FRAME ASSEMBLY OsMI Ho ”O . JeiliVOS G.WO • GAMS INS Ma Bait 4211 .'.LT amat V S. Vetin tan.* COW Mutat. 340 MAO) )10 727.$101 ...Juana Mt EfrOT•ettette STRUCTURAL STEEL PURLINS .01.••••••••••••••••0•14.74 C C ANL .0.41••• YOMICOVIPIS 10/"••••••••••• ••••••••lingln.a.t• a VIM nainCSIP MM.. et MY, ••• •••41SIIIWPIPIIIM••4•0•••••••14. Seple.•••• •••••••••••••1•144 tau ST. JAMES R.0 AND GENERATOR BUILDING ROOFING PROJECT Noernaukc 1.11714 ST SMCS USW • 0 PNC 10-20-15 CONCRETE FLOOR SLAB KRB. B • ♦` CONCRETE B 00:400Y, KR.B. SLAB OPOJECTM3a pnylaCtOGC. 15.001 JOINTMLUIR oasruno: • • /4 A5.0 ; • • • ••• LC. • 3 WALL SECTION WALL SECTIONS ♦ es.° I A.5.0 SCALE: 3/C-V-0• A A WALL SECTION AS.O I AS.O SCALE 3/s•.r-G• 2 WALL SECTION AS.O I AS.O SCALD 3/4'l1•-O• 1 2 3 4 6 7 . EFTA00258687 1 2 3 4 5 6 7 'Cc ass .MICA AlWati NEW PRE-FINISHED METAL ROOFING SYSTEM WITH SAIDI. INSULATION NEOPRENE CLOSURE 3X SOLID WOOD NAILER BIGO CAP FLASHING VINYL FACED INSULATION 3 X SOLID WOOD NAILER NEOPRENE CLOSURE STRUCTURAL STEEL PURLIIIS E E PRE.FIHISNED ALUMINUMGUTTER ASSEMBLY CO•vninvil 2X10 FASCIA WRAPPED WITH METAL PRE FINISHED METAL SIDING WITH VINYL FACE EMULATION D D STRUCTURAL STEEL PURLINS ria Dredian Design Group 2 EAVE DETAIL A5.1 I ALI SCALE: rat I-0" ~ 33 Ditáriepre 0•0*. On•en. Guerin PtigOrte• 04,62111 ROOF FLASHING DETAIL a 71~ US. V.411~0004 AEI I A5.I 0 ildne~ 340. WON: nctin24> 20. ...tr., 0 l- LL Ia.. .B.( Maili•Int,lialY•Wi•ID. NW L.., ILI 1...,4•1•1•04.••• C C ..••••••••10•~ 2o .0•••••••••.•-• •••••!El !PO/ id ....SS 1, 1•0 ...IOW WIWI• wit .• 0v) 11.11.1.1/~1.1.1.~.11••• red .S••••••••••••••••0 FM. l- METAL SIDING PRE-MOLDED LITTLE ST. JAMES LTI JOINT FILLER R.0 AND GENERATOR BUILDING ROOFING X 2 PROJECT /102:61&RC CE Witi nacao uavl PURUN ✓ a_ 0 METAL FT-AMONG IM HORIZONTAL 0•M 10-10-15 /SAT IT 0.0 Wane KRAL B B mason: KRO —em J.P.W. ZD . <7 Ilioaerrau ISCOI COIMUCTNO.± PREMOLDED (3) MS TOP JOINT FILLER OMIT MX A5.1 EXISTING • OS TIES ATM 0.0 CONCRETE WALL DETAILS (2)45 BOTTOM 3 DETAIL A5.I 1 A5.I SCALE: 4 DETAIL Asi I A.5.1 scut: 2..1.-0- 1 2 3 4 5 EFTA00258688 Ittencvs 1 2 3 4 5 6 7 NN 4143.3 314.333 VENTILATION FAN SCHEDULE AIR CONDITIONING LEGEND HVAC GENERAL NOTES ST&I80t, DESCRIPTION OCT DE924411:41 (7-1 FR-217-3 EI-CFS-S Ml MOIC INT TIC IRK 103 6 TO DE COM TIM TES NUOPO Pate MU 9RVID SECOO FUTON WOO ROOT RCM 0€ NOCDOO Of XL LOX WSW SW IMMO DORM MOTO ./C IRCOO O. MCI% IRO 16FECORTS313133. ICTSMI. ITC. RAMO Fre •• COX CCM II4E COMMIX Cr DC YEALIV30/1 VON 1W4 COCP/X4OS OFIXTJVC MYNCI In IX SCO ••• MOM NO/01 LCD TWA FM MEMO( Da nnAI CO MUM CO MAX COMIC 2. COMMA SKILL at SPICE COOTICNS NO OTIO93N5 UTCOIN. WAG CLIC MA 01 CM Fir TER loci NO SIM =COTO! PDX SIT A 0110 MOCK ..03— ES. 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WOO COO SOIMI OEDOCCX-041-104 CUCI WPM MRI tt 70PMIS 0634 ORSW LITTLE ST. JAMES a RATE M IA FLOC al RO AND GENERATOR WIG (TRW irm AP FM AM BUILDING ROOFING OM= Cr CCM CM PROJECT Mer (Mtn INATII•AC COn (SWAM 11111.1 CI NAPS USN. D CUM MINK slAt3 Cal IMOD AIM COT= 110 OR Mt SCOOT AM OME. WORK a WI S3I 10-20-15 MICR ROOS( TROT Common KRAL B C B a® .R KRA. 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 smote iee J.P.W. PmNcrw OUTDOOR AIR REQUIREMENTS FOR VENTILATION pm swam 6.1-1010) 15.001 CONTINCTRO2 TM =OMIT flte Mt CCCMCY ROL MORE WIDOSI Ara WPM DM OA MI ROA OA MIA I104 OWN= Sf. (4) roma, U. Toscas AR oot In/P RUC crwsr. CN all OWEN ORONO ON ON OW t.o) • ONO - htlfrIRA - IS OM 7000 LOOT NO 7293 — - - .." 1S ISM MCI MO.0 nPAM 9 2473 — - 13 3:03 4X0 MECHANICAL NOTES, LEGEND & SCHEDULES A A 1 2 3 4 5 6 7 EFTA00258689 1 I 2 I 3 I 4 I 5 I 6 I 7 I - itettitod - Cwat RO.R.3 .......„--r ug PaIMOI E E no. MI RS. CM •— — COOSTANTS D INLINE FAN SUPPORT DETAIL D 0 N.T.S — — jDC 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 +ma n ........cs iso..... esmews, awn.. sawn. •••••••••soton mow...ago C C =r ...met • ••• wan f•uni...c.o.s... enu=aa atia=rroin n V LITRE ST. JAMES R.0 AND GENERATOR BUILDING ROOFING PROJECT OMMISAAO — VT; SIAM'S L, in Cet 10-20-IS mourn K.Ft13. B B CICOMOSTI Kkg. rorocutorn J.P.W. IMOACT•01 15-001 COCRCTIPIO: torn woi M0.1 HVAC DETAILS A A co • 1 2 3 4 5 6 7 I I I i I I I I EFTA00258690 1 2 3 4 5 6 7 In Okra e—. KEY NOTES: 0 Ir OUTSIDE AIR INTAKE PLENUM WITH MOTORIZED DAMPER. 0 Yntsr SHEET METAL BELLMOUDI WITH WIRE MESH SCREEN E E COldraTMOS FUTURE R.Q. EQUIPMENT D D 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 C C =":41."=.14.===='' LITTLE St JAMES P.O AND GENERATOR EXISTING BUILDING ROOFING RETAINING PROJECT ALL NACIIVIAIK um[LrAlin UAW LOCATION OF PROPOSED MECHANICAL EXISTING ISFORMER FIRST FLOOR R.O. BUILDING as 1040.1$ WA At 1 I M t Al. I SCALE: 3/1Val muncire, )(A.B. B B oocaos, RR& romi:C.Ku IS-001 4:01.4Clts". Srel.re: M-1A1.1 PROPOSED 1ST FLOOR HVAC RO BLDG A A cr 43 1 2 3 4 5 6 7 EFTA00258691 1 2 3 4 5 6 7 ous SAO. KEY NOTES: 0 QV OUTSIDE AIR INTAKE PLENUM WITH MOTORIZED DAPPER 0 6IYX6116 SHEET MEIN- SELLMOLIDI WITH WIRE MESH SCREEN 0 CARSON MONOXIDE PANEL E E 1: WM& ' It ATP lir 6'O C900 FvC PIPE FILLED NN 1H taw 20'.0• 20%0' 200' 20tO• Itr-8' CONCREI BOLLARD • COOIMMIT5 I I 3 0 D JDG Jaredi.Vi Otalgn Group •a13 Deo.rkre thde ..Inerta Cabe rod Cita eat gin St Mona!, US. Wrlifirdalll 0 0 ideittnr. Yam cca Isc MIMS, taut pred.oniVrensemoi Faltir. art C C UTTLE ST, JAMES FLO AND GENERATOR BUILDING ROOFING PROJECT IHCELSAS.0 LIMN SUM." USW 0 I - I I I I I I out 10-20-IS rant B B 040110 by, anion, ra‘ 2 2 15.001 EF.3 EF-3 001(11401104 O GI IMMO: M-2A1.0 L' 1TRJS 1:41rX4r PROPOSED SECOND FLOOR HVAC RO BLDG A PROPOSED MECHANICAL A SECOND FLOOR R.O. BUILDING 11-2A1.011:1-2A1.0 SCALE: 3/16- -E-0" 2 3 4 6 7 EFTA00258692 1 2 3 4 5 6 7 to ac 110...W4 KEY NOTES: 0 12* OUTSIDE AIR INTAKE PLENUM WITHMOTORIZED DANDER EX1STlks3 RETAINING! WALL 0 35,05- SHEET METAL BEUA1OUTH MITHMIRE MESH SCREEN E E ENCLOSURE 0 r AROUND EXISTING CARBON MONOXIDE PANEL TRANSFORMER BELOW 1: It x46* O AFF 10'NFF 0 D 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••••••••• C C IMAM trenera NifiLeetwil hillia el •••••••• na• ••••01..1.11•••••••• WRilla••••••• l•••••••••4011 NNW. ▪ illiel.N.0•104.4•••••••••••11 LITTLE ST. JAMES RO AND GENERATOR BUILDING ROOFING PROJECT OWKIIS wn Innen a, USW EF PAM T 10.20.15 same" KR.B. B v 24 CC B 040401rn 16 AFF TO 16' AEA TO OF OPENING OPENER) ane0,4011n, J.P.W. MORO' oar 15001 -IC, M-261.0 MECHANICAL SECOND FLOOR GENERATOR BUILDING MECHANICAL SECOND SCALE: 3/16'•1'-0' FLOOR GENERATOR A A 1 2 3 4 5 6 EFTA00258693 1 2 3 4 5 6 7 OUt MW.., GENERAL ELECTRICAL NOTES I. AI WY" 441.... IX PI AMOCINCE MI MEOW ELECOVOL CCM NEW — AWE CLOCK TOM MOW OXT MC COO /MOM COOTS OD "MOOS F1ECTFICAL SYMBOL LEGEND 2 PST 2. Q DC 010DX AC COCISAVAIC MD CO SIX CM Al 0746. (010 MO PSI 00n5 WCAPID 4 MC A 44.6111E 147 06111/001 X 1COMAnt DEC. ID X.A. Ill V ORM PETIPLIOJE (AMOIC TIN 01. MEM nat IM1 VEMPAMOY MO CCM' CTI At. X LCOZO6 MAC 011,2% =WM EOLTWOM. 'Roc' OSEMICIS. POLOAX. EIL Elf IC FELD OXON a WOO 1110 iz IN/ 0551 MN. COOFECOMM WOMEN 24M1 NM ft 0 IC MAXIX11 MO If IV) COM COST AMOCO MC a ECOO *TIM A MICAMAZ IMO MX OS $3 XA 12Y/ 3 MT MT STEM & IN(0-1 TICII Is 01 COMO SC COCMCIOR 6 PIESFOOD1 kN OXAMWM WoCGOOrt E MOM( Ct it/ COMO, MA TO POO X WO MI. TACO AO ID= ML CC MOM FM IMMI TO 00 St COMICt STEM 0) COCO (3) P/a SCOW) ROCP E V IC 00 )ON OWn 1 TIC COMMOGIORMOE MI DOCK 410 COMM BY VOW NC SUE MO 1, COMOOM / MCC MC Pd AVAL Rot SEAMI 4 MI 101 WES SIM EC (671.1/7 RVM 41) MOMS FM OSICOILD MOD MOM OZER 4 SECOMY SIMMOOD OOECIE£ MAIM 10410010E COSTING =TAW PrVAIL COO MO (00 WM MC <CIAO CCAPOOPS MI MI COMOVE MIMI /5 2000,1003 a MOS SIO PP Pa Mai Pow / MWACCA6 s¢ MwM1 suns Ka tam PAL RA MI MOM. 501000 MI1IC =MD a AS MOD tt 0110E ITT OM Lx 0171=4 WA. We 7. MI PAM EOM, AS EOM IS WED a MOM COMO MOO MO 6 a EC VINO IT COMCOR Alan 10111.4 MY WI SAl It I IS DIM / WWI ut MOO WO a MOS ELECITEM. 1 t All CUOMO 9001 EIE COWL CATIJAD ROOK ILL MOMS DUI/ EC UL MOM hu WORM( PMCL TOY 4441IC MIMIC ASTIR JCS 6 CCIAMD. M. PM !SIMI MOM 'Ml IC IMMO PO WOO. J D 4 M MI. ION POO Pie COM X OEM At COMM: IWO/ WOW M10/1 WOW 94111 EC IOWA COM CLA.SSEID 101 MX X ROMS. MAO TAME AMO3 AS 4 912E (OR PION CM/MCCOI ass YOM 3/Y MOM 1/10:0 *00 AM MM. =02 TO 7.1Off 476E MCC COSTING 2001 MEWS n MO 4 IT. AC. 00401 OWES VOL MX LX 01 MP a SRC ILE CR WOW64). IS M.I. IPM01 COOTS TO Mt A MTh COMM COMICOM WOSIOR ACLU IS rut DE.C. 11( PARTIAL ELECTRICAL RISER WAGRAM kW= Map Group R. AA MO 000116 IV IC 40100 VIP MOM FM/ MM. tOS. immesamIm 17. 403 OWL EC Oa OWI. ne coo MR MOS OkIXIO WIDO 16 WC 4041M lobo:. MAO AM MC 7:4 AC 0.22 01 A/C 07.MOT Ms 33 CreaSsonsMal• • Omits Omilm !PECTIC) 01 COMO CPAMM COOXIDE 5 InCEMLE RR Malin MI POMO MGM Min SOHO Mt TWOS II 10:01,-AWX VOI A/C (0.41/011 DAMMI St TWIMUSIMMIlibilIONDI 147.4007S WOW FM DM➢110 MOO 04 MOMS. AS MIAS MT I•olon 340.M.N00.c3407/7101 rata oims strc 175(1W CO DD OADX COMMA PM MO OM macemedaMOMmatell OlvanD 0104.13 Al PO MR% MIX It MOOR CM COMWM MAWS VOX MI COO I N CRP 10 FUIC91 /JO 16611 /1.1.4•II90. Mtn NO MOM. ILL PC COMM. =UT MC MO MOO AS WM CaMMCOMMOM CAME 04 C SOMMOKS Y WI COMM 101€10 MO TO ItOAXACAN MA C ROMAN MO WMCC Ml AMID ICON MS Odd. LIGHTING FIXTURE SCHEDULE 44.i:4'13V • 2 M. UMW= DO N POMO OWE= N =COO WDI DC COX. 0644 luMMEISMI ROMOCATAS MC MCA. OXC ACIORESOTS araact DATA UM DATA GASS if LOAN lAIRRNOIDAT AA CIXIAIOTE CIO DIX 00 (Cl 900 OWE EIM IWZMID DM DC UTTLC ST. JAMES RO AND GENERATOR Tat (CCAPICII LOAD VA VINE CAT SWAM TIPE OMR RAMFACWROI it:00.CD SUES MEWS MACE WALL NOES MS POE GAME nit TIC CORO/ IMMIX nt &GAOL IBM= BUILDING ROOFING OPIPCICR 6 PCSPO,Pll 0 PWC A ANCIOCNI PROJECT a 21 Mc ten 4111 EC MP/ MM OUT SAUCES 00 TE CDETWX COMO ML PO NO MOM EMS SW. C AXIIIME Al Al EWES V UMW (9-232 CAB ID IS 272/1/60 HAMA MVXLMAC MOW AT AIMS VAv1 ® U1NONIA ARA-3-541115-2/7V M/1/0) Viii (A N. MC POD N& MCMCC6 CC MEIMMON au a ORONO MR le IS (A1111 MD WADE O. XIV= WLL N COW MANX MO VOICIWO1 IMO @ UNICA EUD 277/1/60 DAIWA a ML IJEMW OLEO IMOD 0:10.00F5 M111 51011 N CCM IWO IS e MONA RFS 2501 in-nni SOB 277/1/60 UPINA prc 17.23.16 IX//3 V MO L .“ e ODOM OMNI MECUM (27210 DADRA ccAnyar KILO. 0900 KRD. AtiAlclieu 16001 COPW.Cc E0.0 ELECTRICAL NOTES. LEGEND & RISERS A A 2 3 4 5 6 7 EFTA00258694 Stnyl:C•el 1 2 3 4 S 6 7 AA art was CMG Pat WA Ka OW XC AP /Of AM/ Pt IPA 072 940 OP COW WI ECM MN PA 123 NO LOWCIt AM ROCS M MOW WI PS 223 AI UM MXJ2 Lit Pa IOW 30.11: 123/201/ AM WIC IOW RuSL 3 IOWA 'flu PAW 3 1.00134 WIC pl. 4 AU 4 SOLO /OWL lcu0 Wr91. 62/ PAC: 30 AIL 16132 32 tat M111•2 10 at 110 6 I/ti awn WAY 07 5511/22 at Ulte CO IOW OCT 100/5 MOM OCCRIT011 16. V/ 115 NOS • MPS POI Wit SI 0001/061 COW WWI= M. WOW WS 4 WS KU OW 10. WOW =PAW SORC I 30 I A IA I f) • 61001061taXt 0 1/203 I A I AI A LI I AI I CO INC WOE 3 20 I B I 10 4 PIK WC 3 10 1 SI 5 1.0 1 20 4 WORD MIDI E ROL AA 69183 1 20 I 6 C il i a 6 US-M CWT E UM 5 5 1 SI C 10.4 1 20 6 D0000 I100 0 1157.10 6:411 (Q 7 a I 6 A LS I 10 II 01-63-11.40 1603 0 IXAS 7 5 1 ILI A 23 3 • CF-3 KM RA 012/11% PM (7) 9 30 I 6 8 I 10 a SW 610000 t 20 1 t 6 23 10 OWSH YAZOO (I) II 10 I 2 C 13 I 20 a WM WOO- 02 SO II 21 1 I C 23 It 15217. We 11604 00 13 20 I 43 A 1 PI 14 We 13 5 1 11 1 1.3 3 II 12-2 MK PAP 620 (Q III 2) I 45 6 I 10 II IS 20 I S S 13 II 90x11600 01 11 10 I 43 C I A II 921 II 20 1 C 33 It 12541111:41 0 NS I 43 A I 10 10 II 5 1 A 1 20 20 WM VW 21 a I I I 10 U 21 0 1 5 1 0 0 /WC at PAR SPX 0 23 PI I IS C I 20 24 0 0 1 C 1 0 00 IF-n0 25 20 I St A 315 3 U 101NM -TO/ 15 20 I A 1 0 24 D Inn 23 20 2 • 6.7 a 0 0 3 II I 10 n D SP 20 - C 311 30 19 20 - C 1 ?I 20 I WU (LOOM M US PI In CV MA (I) (047= DMA: CFOrt iolAS (P/D111) Li 313 80 MP CS Mt (9 COr711 0 CC WC< latecrtan Design Croup (CCM PIM P9 SW Wit KO W WAXY WPCS WM AMI RCe Dan .33330c/Pnown GiP • Molars On(10 IOW IN/WC kW. MC ISM Pod Ogico eu at" PAW 3 =tax aria St licents.t. 3. 'CIA AAA's Pea WM 4 wintry 30 'TY lu: 3E 777.1001 95) WARS OnuL 0• 1•Vta..1»... -netrol POI AM 42 IOC ILL MC 10 OE 02 II 1/51 011aff IOU CO POO Ca IOW C C MN 1:0311.31 PI WV LEE AR 0 PPS VAS AP At 010A COOROI 0-11 03 I 19 I SA A IA I 19 1 IIIVOYAW COMM (1) V901 0 3 0 1 II 6 13 I 20 4 IFS 000. Pa $3 LITTLE ST. JAMES R.0 AND GENERATOR KV 15066113 0 5 20 I O C R 1 113 6 17-4 BUILDING ROOFING 0 7 20 1 I • IA I 20 6 01 KW WNW. (C) PROJECT p•ACILS LITTLE ST SAMIS USW, Of 20 I II 8 IS I 20 IC PAN SIM 0 NU 03 PAIL 0 II 20 I I.7 C IA I 20 .12 AO WC MIN 0 ILA CADIOI WAS US 03 101 A ZO I Al A SO I 20 II MS 07045 0 la IOW= DOM 0 0 0 I IA • LI I 20 16 CF-5 (Ca301501( 03 OAM 1040-15 MP 17-I 0 P 20 1 74 C U 3 20 15 NIX 11-1 KFUI. KM COSSOI 03 It 20 I It AU 20 B NUL US ION (Q II :0 1 0 2 U 22 B crecaorc 2128. RCP WWII 0 23 0 1 II C U 7 / 72 II ICY CPO In 4.6036pa. WE 15 111 I A L2 21 WC 12 30 2 $ LI a vomit-cm*: a - - C 4.7 I 23 a 1119121/0 Urn= 0 5-COI COTIVCIM): WE 14 20 3 A 3 5 32 9113 33 I - - C - - /Mt SI 30 3 A 3 61 0 PAX E0.1 8 ELECTRICAL PANELS C A A CPS WM* AS WI SO ISA CA A2 M IOC= 04 MS 000 2 3 4 6 7 EFTA00258695 1 2 3 4 5 6 7 POWYS E E - BUSTING PANEL ',IPA' FIELD slatle tfectS.4 .1, IR a•va FY EXACT LOCATION. PANEL FEEDS NEW 'RPC* OCINIMIANIS ON SECOND FLOOR \ EXISTING PANEL 'SPEC FIELD VERIFY EXACT LOCATION FUTURE R.O. PANEL FEEDS All NEW EQUIPMENT DEVICES ON SECOND MOTORIZED DAMPER FLOOR MID NEW STORAGE (-1 ROOM CORRIDOR laradan DMIT/1 Gaup EDGE OF BUILDING A EXISTING maxi cowvirra Cop -Coniamelor Peptera Ope1214 SWITCH GEAR St norms.us. WO IsW410)00g IdrIteac 344777.1193 30.7?7.1401 ROOM opsaiketfedeAPPPlawtral EXISTING `, FP EQUIPMENT 5.7=="741:2;T:=7.- C C \ ROOM LITTLE ST. JAMES R.0 AND GENERATOR BUSTING BUILDING ROOFING RETAJMNG PROJECT ALL FNlcaslae UM. ST YAWS IINel POWER AND LIGHTING LOCATION OF FIRST FLOOR R.O. BUILDING EXISTING A-1(1.01/1-1(1.0 'TRANSFORMER SCALE: 3/16%.1.-0. CAR 1000.15 CePPOltel KRA B B OeCiaLDet KRAL appriartD J.P.W. ponlittlet 15-001 C.OpitiCr Nal *Won; A-1E1.0 PROPOSED 1ST FLOOR FLOOR RO BLDG A 1 2 3 4 5 S 7 EFTA00258696 Nan 1 2 3 4 5 6 7 le a - CARBON MONOXIDE PANEL SEE MECHANICAL DRAWNOS E E RPC-13 IR II:l 110 CD RP" 4; e <1-1> RPC-410 MOTORIZED DAMPERS O go RPC-115 Its FIPC-4 MOTORIZED PAUPERS PPC-2 GR PC-13 110 CD AF.F COSJIDATII RP'C-47-4 0 - 0Q "FL 120•AF.F U €L I D D 0 O 1a an Drip. Gray Nan Or.erlea Gad..0umaN Peg Oeara 1:9—\ SL Mynas. LP S Yeria00194 7:2 1014110, X MO rn.um r.wlont.ttoi Wa 1247...PAP .. a te a.m N / CR = ,.. WI \ %...._... - / RPC-1 N C \ 120- AF.F C RPC-6 ▪.... LITTLE ST. JAMES i 1 1 Eno co u RO AND GENERATOR BUILDING ROOFING PROJECT PAP:CUI *AC UTILE ST.WVS. U l.vl 110 •I qA 10.2D.IS / RPC-8,10.1r d 014.//4 B —e O B left 0 EFX FR C—I4.16.18 RFC—isp (3 0 tpc-1 wPAta oRFc-I1 GR EA3C/ I I 1-1" I 11=P 1104A41.*: 15.001 COITRACT/Cl. POWER AND LIGHTING A-2E1.0 1 cl SECOND FLOOR R.0 BUILDING PROPOSED SECOND A2EI.0IA2E1. SCALE: 3/115. =1.-0. FLOOR PLAN RO BLDG A A 1 2 3 4 5 6 7 EFTA00258697 AVMS 1 2 3 4 5 6 7 Pa PTO Sae EXISTING RETAINING WALL EXIT BATTERY LIGHT E LITHONIA QUAHTTTY LEO ENCLOSURE E ARGUN() EXISTING TRANSFORMER BELOW oaNtijiorti RPB-13 CARBON MONOXIDE PANEL (SEE MECHANICAL DRAWINGS) attain Deslp Gmvp APPaaNwPavaawo PHIS Oreenlaareslo•Osesaofte PastOBRAIRICRN SI.ThOPIa IIS.VIT0b0HISIODIM LIIWOHOIPLTTLIBIO/Bt HILTITHOI &YR ontssame.sffinea Fe=ritlefleat C C Sni•sial•attarimh•••”•••• monars• n/np• sere .••••••14PC.O.COMMIII• LIME ST. JAMES R.0 ANO GENERATOR BUILDING ROOFING PROJECT LIM& STY", MVO 10•20, 15 mown KRB. B B KRIS. PPHIVIDINT J.P.W. APPOCVTA04 IBODI COVINCNIOJ ner.). 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