GREAT ST. JAMES CAY ST.THOMAS U.S.V.I,

GREAT ST. JAMES CAY ST.THOMAS U.S.V.I, RESIDENTIAL COTTAGE, SPA & GYM, LANDSCAPING, POOL & STORAGE BUILDINGS. PARCEL REMAINDER A GREAT ST. JAMES, ST. THOMAS, USVI. PRIPMED BY ISO laredian Design Group Architects, Engineers and Planners EFTA00802896 1 E D C B A CORREA? ROCK A7S// CAY 2 2 "ma • Na Z1 4,t -Ann MIP-Z1•17-70049 3 4 C1.0 C1.0 SCALE: 1- 250*-0" 4552 Lt- /44ren/ t-/trat ,44• Omani 'IP fle-740.100,4 Panel A* Awns., (Ae-6X-PADI) n_ Stitt /Inca /orb .4- • I -44 (Al-4419- MOO Ilnewl AO. C-1-11rs 46 Ian 4.1, as-no-moo 4 \ \71.-trt° OVERALL SITE PLAN 3 4 5 — • a--- /1.4.ff—new 5 S E 6 6 7 NOTES/ TASK LEGEND O O O O O CABANA! TIKI BAR NEW 451-3" X 531-9" QUONSET HUT STORAGE BUILDING BY SOLAR ARRAY 75' DIAMETER CONCRETE TERRACE. 80' TALL FLAGPOLE . TWO NEW 45'X6'X53'-'9" QUONSET HUTS BY FUTURE DOCK DEMOLISH EXISTING TENNIS COURT AND REPLACE WITH NEW SWIMMING POOL , RESIDENTIAL COTTAGE, GYM S SPA. LOCATION OF PARCEL REMAINDER A 7 E D C B A REYSICAS MO PATE Ote.14.1.5 CCUSuttni lc; Jaredian Design Group N..) 33 CrOnningens ClacRe • °Joao 0.cals. Post OISca BO. 6116 St 'Meal U.S. Virgin I Ircl.. C:CeN telephone: 1001 e.mrsl: 0 6114 100 Im ccartawn rce tecC ...rich Cl AC.. Caci nitICOV.••• ▪ G.A.222•Iwo magma. rowas 44 ;um con eon Qv...mew:me or ••••11 Ln A tortRATTR ye ATTVAT i Ts,e not Yen nut n.ear Yr, ,C •••••(• con war to nnar non. F og GREAT ST. JAMES CAY RESIDENTIAL COTTAGE. LANDSCAPIVS POOL 6 STORAGE N..I INMCA PARCELS REITIANCER A GREAT ST JAWS CAY ST THOMPS USYI 07-10-17 Entakty BY EmEOTEDITT TpTRCreED By FfiC..0 T 16-011 SHE C1.0 OVERALL SITE PLAN EFTA00802897 1 E D C B A I 2 PLAN C1.1 C 1 .1 SCALE: r=30.- 2 3 4 Parcel No. A-Remainder (A9-626-1004 I/ en/ "Ab" 704 Acres (D9- 7345- l'004) 3 ENLARGED SITE PLAN 4 5 5 6 6 7 ase 4- LEGEND SILT SCREEN EROSION CONTROL EXISTING DRIVEWAY TORE PAVED WITH STONE DIRECTION OF DRAINAGE RP-RAP BOULDER EROSION CONTROL TREES ROYAL PALM (Royelonea Regis) PUERTO RICAN HAT PALM (Sabal Causlatum) SEAGRAPE (Cocoloba Uvilem) LANDSCAPING AREA EXISTING STONE RUBBLE WALL 75 DIAMETER CONCRETE PAD OBSERVATION DECK SEE SHEET NO. GSJ-C-2.0 AREA OF SHRUBS SHRUB TYPES JAMAICAN CAPER (Caparis Cynophalaphora) SEA LAVANDER (Argusia Gnaphalodes) WHITE FRANGIPANI (Plumeria Albs) COCO PLUM (Chrysobalanus Icaco) OLEANDER (Netium oleander) 7 E D C B A REV/510115 CATE R111.1.4.111C3 N) 33 1, ono ingot; Gado - 00644 .6 0.1afT4f Pi:41011m Box 6218 St Thomas. U S Virgin Igench [UN Itlepixne: ',Jae we Itt (Oast (Cmi....3...enn .ret Twat mormamtemormeal MI trni inns.. a mamma MOM mem amine/rpm6m mai Ana camt•MartaM/Mi 'ac lama Mans rim , NM masa aa n. *J., Plane r USA( • mamba ama. ro mo• m men. GREAT ST. JAMES CAY 1. 131011•111.11.1. C011AGE.UUIDSCAPNG. FKIOLSSTOEU.OE BUILDINGS. PARCELS REMAINDER: A GREAT ST JANESCAY ST .111CMS U.S.V amt. EN.WINEW1 {>ECKED BY. MC. a ;MOVED It i. 07-10-17 FaZ,.CCT 1/9 16.011 0.70170.42 ‘.11. 51.-Ce 7 1aD C 1 . 1 ENLARGED SITE PLAN EFTA00802898 E D C B A 1 LEGEND IS.O• SETBA0( UNE SLT SCREEN G o-- v EROSION CONTROL 4- vosnuo ORIVEV/Nr10 Be PAW') WM1 STONE DIRECTION OF DRAJNACE RP.RAP OCT/LOCK EROSON CONTROL 40 CONCRETE DRAINAGE SWALE NOTES/ TASK LEGEND 0 QUONSET BUILDING 46'-5" x 53'-9" SEE SHEET NOS. GSJ-O-1.0; GSJ-D-1.1; GSJ-D-1.2: GSJ-D-1.3; GSJ-D-1.4; GSJ-O-1.5 0 NEW RESIDENTIAL COTTAGE SEE SHEET NO GSJ-A-1.0 0 NEW SWIMMING POOL 0 NEW TIKI BAR ()EXISTING PIER 0 NEW GYM STRUCTURE SEE SHEET NO GSJ-A-1.0 ()NEW SPA STRUCTURE SEE SHEET NO GSJ-A-1.0 ()STONE DRIVEWAY TREES ROYAL PALM (Roystonea Rego) PUERTO RICAN HAT PALM (Sabel Causiarum) SEAGRAPE (COOOloba tAMera) . AREA OF SHRUBS SHRUB TYPES JAMAICAN CAPER (Copecks Cynophallaphora) SEA LAVANDER (Argusia Gnaphalodes) WHITE FRANGIPANI (Plumena Alba) COCO PLUM (Chrysobalanus 'caw) OLEANDER (Nerium oleander) PLAN 2 3 No. A / ? Ac. 26 100 4 ) 1 ENLARGED SITE PLAN C1.2 I C1.2 2 SCALE: 1'-30'-0- I 3 4 4 5 5 6 LoCit 6 7 7 P£V*IOVS 1(0:1 DATE RFJ.O, ns CCOMI.TATT laredian Design Group No 33 Dr000logons Gado - DRAW% Q.Jaitgr Pool ONloo Box CM & lhornak U.S. VITsin Israncin i3:034 teleptsono. 1-^t n‘u wismatuatsINcul amp ew ammo. 4, ayliciii• CAI it ant 'Ask Am. A 0.••••••COrt•NO*1 VW Ina , MHO% t• ni• • nit% pal .*••• nal n•scx taa,s4 • ...An in 0. en., ro fp. a won, GREAT ST. JAMES CAY RESIDENTTN. COT T AGE. uvIDSCAPNO. POOL 6 STORAGE BIALOINGS. PARCELS RESUMER:A GREAT ST JANES C.AY ST.TMEARS USN) DOTE LNAViN LW. coo:KEDIV. MC. oTNTOvED =. 07-10-17 FSQKi rer. 16.011 CONTRACT Ia. SHEET roa: C1.2 ENLARGED SITE PLAN EFTA00802899 1 E D C B 2 NOTES/ TASK LEGEND 0 FUTURE PIER PART OF WATER PERMIT APPLICATION. (I) QUONSET HUT 46'-5" x 531-9" \LI SEE SHEETS NOS. GSJ-D.1.0; GSJ-D-1.1; GSJ-D-1.2; GSJ-D-1.3; GSJ-D-1.4; GSJ-D-1.5 LEGEND I Sar SETBACK LNE SILT SCREEN EROSION CENTRCI. EXISTING OIRT PATHWAY TO BE STABUZEO WITH EROSIONMATT. TACKIREO POLYMER OR GRAVEL SURFACE SHOULDER TOES 0.EAREO OF DEBRIS MO DSIJSH GERMS AND REPIANTEO WITH SATRE Sr42003 AND GRASS. EXIST440 DRIVEWAY TO EE PAVED 01111 STONE TREES ROYAL PALM (Royslonea Regis) PUERTO RICAN HAT PALM (Sabel Causiarum) SEAGRAPE (COOolOba Uvifera) AREA OF SHRUBS SHRUB TYPES JAMAICAN CAPER (Canaria Cynophalaphora) SEA LAVANDER (Argusta Gnaphalodes) WHITE FRANGIPANI (Plumed° Alba) COCO PLUM (Chrysobalanus Naos) OLEANDER (Nerium oleander) 3 4 , c_, , , P CO ire/ NO. 0 7 2 4 Ac.th '346 1004 LE o 5 ND 5 A PLAN I 2 3 4 ENLARGED SITE PLAN 6 C1.3 I C1.3 SCALE: 1"=3C-0" 5 6 7 7 E D C B A REWSIO‘S NO DATE. REM44RS 0444SVITARR. Dredian Design Group No 33 Or044,404n4 0040 0,44040 000444 14401 OBRA Box 6218 St Thomas U.S. VIsIn Ian& CC0304 AtItPlWiC. 340 77? MOO low 340177 1601 env' the v tte. cents wear) req. ne FAIN ...mot sinco rr• leg few memo. tnetrottort.ttiR Ina. 40444Lt. 0 rat, nit% p' n. star *J., Waned., tASAA• tow n err.. re, an ea. a wen, GREAT ST. JAMES CAY RCS WORMS COI AGE.LANDSCAPNG. POOL 6 STORAGE BIALOINOS. PARCELS REMAWER: A GREAT ST "MSS CAT STSIONASS pOTE 07-10-17 [NAVIN BY: t1.-tECRED BY. MC. t4ROVED FfoTEC 11.3 16.011 CCHIRACT In: SHEET In: C1.3 ENLARGED SITE PLAN EFTA00802900 E D C B A 1 1 RUBBLE STONE WALL 2 I 3 I 4 I 5 I 6 I 7 INSTALL EROSION MATT TACKIFIED POLYMER OR GRAVEL ON EXISTING DIRT PATHWAY ROCK CURB SLOPED SHOULDER WITH NATIVE = II-I Lh SHRUBS IIEIIEIIE 1 PATHWAY SECTION TYPE 2 SCALE: 3/81'00 1-0' C2.0 I C2.0 2 3 POLE NANDHOLE BUSHING TOP BOND METAL CON. OUIT TO POLE EOM GROUND TO POLE iT I I OE CU CND. PAVNG • New CCPPERAELD CROWD ROD itL ANCHORSOLTS AND TEMPLATE FURNISHED WITH POLE COVER TO IAATCII POLE 1' CHAMFER AL AROuND ffIVS Ire METAL CCNDIXT NUMBER r AND DIRECTION AS REWIRED 2 2 (ROUND OR SQUARE) 3003 PSI CONCRETE BASE WIN 6 04 BARS VERTICAL EVENLY SPACED AND 9411 in TIES 1n.° (MINIMUM PEOUIREMENTSI CONCRETE BASE SHALL EXCEED BOLT CIRCLE MIN. 5' ALL AROUND FLAG POLE BASE DETAIL C2.0 C2.0 SCALE: 1/2"-1'-O" (NOT IN CONTRACT) EXISTING COMPACTED SUBSTRATE 4 7S-0- SEDIMENT SILT SCREEN ATTACHE• TO POST ROCK BALLAST 2X4 WOOD STAKES AT 0.0 1W EMBEDMENT IdINNUM INTO SOIL 3 to GRADE INE SILT SCREEN DETAIL C2.0 C2.0 7 COMPACTED EXISTING SOIL GRAVEL BED CONCRETE TERRACE SECTION C2.0 I C2.0 4 SCALE: NOT SCALE 5 6 SCALE: NOT SCALE 7 E D C B 617•181088 NO DATE Ceti,71.11WOr; Nredian Design Group No 33 Dronringura Gala • 0.toan8 04411N Pena 01/104 P4.6118 9 Motu: U.S. vrun 18.881: CCON mal c GREAT ST. JAMES CAY NaSIDENTIN. COT TAGE.LANDSCAPNG. POOL a STORAGE BULDINGS. PARCELS REMANOER: A GREAT ST JANES CAY sT.THOMAS L•818 [NAVIN Wel coECRED BY .vf-ROVEDBY 07-10-17 w vv 16-011 C2.0 SITE DETAILS AND CROSS SE TIONS EFTA00802901 E D C B A 1 `5' 2 3 76'4" 4 5 '9 ..34r T-6' 34' 7'4 BEDROOM 18*-C ' 7-10' 7-10' cat 71- T-10" 52-2' 7-to' t-' 4. 194' .1= LIVINGROOM o 60 DININGROOM 54'-ur-fLJ W-4 A/ 144' COTTAGE FLOOR PLAN A1.0 A1.0 SCALE: 1/13.-1'-0" 2 POOLSIDE FRONT VIEW ELEVATION A1.0 I A1.0 SCALE: 1 /8"= 1'-0" 3 BACK VIEW ELEVATION A1.0 A1.0 SCALE: 1 /8"=1'-0' 2 3 4 5 6 4 7 7-9' Ikr-rb TO ly -s jr34/ 3-7sf‘ ENTRANCE SPA/GYM FLOOR PLAN A1.0 I A1.0 A1.0 HAL° 6 SCALE: 1/8"-V-0" r rinuli~hlu SPA/GYM FRONT VIEW ELEVATION SCALE: 1/8"-1*-0" I I SPA/GYM BACK VIEW ELEVATION A1.0 I A1.0 6 SCALE: 1/8. -1.-0" 7 E C B A 6s.•801•71 Vo O,.1E RVARKS 02111TAT6641.11 Jaredian Design Group N•3 33 Dronringura Gade • 0.taanS 02azszr Pent 0171,4 88.6218 St Rent U S vrgin 18267c SEEN N4888668 c mat GREAT ST. JAMES CAY PESIDSNTiAL COT TAGE.LARDSOAPNO. POO. 5 STORAGE BIPLOINGS PARCELSREMARCER:A GREAT Sr AWES CAY STEMMAS U.S.N., 07-10-17 ENAON BY c8ECIED BE MC. 8Ff-ROVEDDY: FRO:EOM:1 16-011 0.7017R4GT S*EEI 10 A1.0 DETAILS EFTA00802902 E D C B A 1 2 (121") ROOF PANEL; 8") ROOF PANELS 1 3 4 5 6 45'--0" OUT/OUT STEEL DIMENSION SIMWALL CI-V;12ANa PATA NOTE: THE SHORT PANELS MUST BE ALTERNATED FROM SIDE TO SIDE ON SUCCESSIVE ARCHES, TO CREATE A STAGGERED JOINT FOR GREATER STRENGTH. 2 ARCH PROFILE 01.0 D1.0 3 SCALE: 4 5 6 1 7'- Oi" OUTSIDE STEEL DIMENSION 7 GENERAL NOTES: 1. NO LOADS OTHER THAN THOSE GIVEN UNDER "DESIGN DATA" BELOW BE IMPOSED ON THE "STRUCTURE" 2. THE FOUNDATION ON THE DRAWING IS A SUGGESTED SOLUTION ONLY. CHANGES MAY EE NECESSARY DUE TO LOCAL BUILDING REGULATIONS. 3. THE FOUNDATION SHALL BE FOUNDED ON NATURAL UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING 1500 PSF. AND AT LEAST 12 IN. BELOW FINISHED GRADE. 4. SLAB ON GRADE SHALL BE PLACED ON SOIL CAPABLE OF SUSTAINING 500 PSF. WITHOUT APPROPRIATE SETTLEMENT. 5. BUILDING MUST BE GROUTED INTO TROUGH, INSIDE AND OUT TO MAINTAIN STRUCTURAL INTERGRITY EXCEPT WHEN USING WELDED BASE PLATE CONNECTORS. 6. CROSS TIES MUST BE INCASED IN CONCRETE WHEN CONCRETE SLAB IS NOT USED 24 1/2" ARCH DATA: DESIGN DATA: STEEL GAGE: 20 50 KSI MIN. YIELD GALVALUME SHEET STEEL LIVE LOAD: 43 PSF 3-SECOND WIND SPEED: 135 MPH MATERIALS: 1. CONCRETE STRENGTH AT 28 DAYS TO BE 2500 PSI 2. REINFORCING STEEL TO BE DEFORMED BARS. GRADE 60 3. ALL MATERIALS SHALL CONFORM TO THE APPROPRIATE ASTM carricirarinmc ARCH PROFILE ONE ENDWALL SOLID & ONE ENDWALL WITH AN OPENING OR OVERHEAD DOOR 7 E D C B A SO GATE REL•NOLS ONALSTRS NIT Jaredian Design Group Poll DNOTTlogATLS GNAT • CANNES 0.1414, Posl Mos Box 6218 St Thomas. U.S. VINIn IsioncA (CNN Mit PLAN4 se 14C Ct91•4(0..obt) 400.• sos Tenor A mass Teti. OSTOIT ••• toe TR assent ToNsET mg few rkiemo44, atAleta Cil••• ORO a4T•CAMICI ox LW. A NAT As tortsstAR As TR ii,on rt ile100 rap, nit% *Awl fait Toll KO, Mut at nr GREAT ST. JAMES CAY RONOWAY STABIJZATIOR.LATIDSCAPN3. POOL 6 STORAGE BULOTHGS PARCELS RETANNCER: A A.1. ER 1.2. PI GREAT ST 'mots GAY ST TREWS U SRI EL Te [start BY R.-LesED BY. RTARCATED Be 07-10-17 e.w. Ffie..Ec'T NIT 16011 corITTRACT NO. 9 -Ea - D1.0 QUONSET DETAILS EFTA00802903 E D C B A 1 I 2 3 I 4 5 I 6 ATTENTION: The foundation shown may not conform to your local by—laws and has no warranty as to its sufficiency for your particular area and or application. Retain a registered professional engineer to design a foundation which meets local by—laws and frost level depth requirements (if applicable), is adequate for soil conditions on the site, and conforms to the intended use of the building. The engineer should also be retained to inspect construction to ensure that the foundation is being built in conformity with his design. If the design engineer requires, retain a soils engineering specialist to report on soil conditions and soil compaction values. Ix 0 0 C I I SIDEWALL NO. 6 TIE BARS 0 1E-0" II II MARE MESH 6 X 6 BY NO. 6/6 NO. 6 TIE BARS • ir Or MAIL 11 NO. 3 STIRRUPS 016" 0/C 4 - NO. 4 BARS re. Ir U t 1 r II II ii n II II II n II II CONCRETE Tn • ICI 11 II N 11 II le --I INSIDEWALL 201" T 244" CONCRETE ANCHOR SEE OCTAL 11.-0. OR LESS L. j ft 2• (25)A RCN ES, DIMENSION "Le • Sr-8 1/2" OR LESS *MI ELIXIR CONCRETE MOWN SEE DEW- ME MESH 241- —I-- r-0" OR LESS DIDKAII 3228 CO LESS 6 ML POLYETIMENE MOISTURE HARRIER .._ 36/10. 3 STIRRUPS OW 0/C e CRUSIMO STOIC CR WATER-MASHE 4 - NO. 4 BARS GRAVES (0r TOP SUE) 7" e CLEAN GRANOLNi COMPACTED Ft NO. 8 TIE BARS CONCRETE SAGASO/EXT SECTION THROUGH LENGTH 1 4" SOLID ENDWALL Sc -- 2" TOP OF STRIPPED GRADE FOUNDATION - 2500 PSI STRENGTH GROUT - 5000 PSI STRENGTH 7 PERFORATED STRAP NOT FACTORY afP1 SQ (AVALABLE AT MOST LOCAL HARDWARE STORES) COI/CRETE ANCHOR 0101 FACTORY SUPPUED) CONCRETE ANCHOR DETAIL SIDEWALL GROUTING INSIDE EN DWALL GROUTING OUTSIDE .011.1 Inside grouting should be higher than outside grouting to prevent water seepage. Concrete grouting procedures must be in accordance with factory specifications to retain structural warranty. CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS DI.1 I D1.1 SCALE: N.T.S. E D C B NO CleirE Iaredian Design Group No 33 ISMortIngans Claoo 0..000 °mem Pod Otika Box GM St. Thomas, U.S. Virgin Wards OCROX tcleFixne: 3487T/1600 lax: 340 77.1601 anal: Iaralonteopostrnetroal GREAT ST. JAMES CAY ROADWAY STASIJZATION.LASDS,—APS.S3. POOLA STORAGE MAUXNGS pARCELS REMARCER: A Al. GREAT ST !MRS GAY ST THOMAS U Do.Te D-tavou By u-tesEDBy .vcRailD BY 07-10-17 J.P.W. FRD.EC:i NCI 16 011 CC#4TRACT •SFEE 110 D1.1 DETAILS EFTA00802904 E D C B A 2 ENDWALL FORM DETAIL NOTES: REINFORCING STEEL NOT SHOWN. REFER TO SHEET #4 2 3 3 1 4 5 6 I 7 SIDEWALL FORM DETAIL CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS SCALE: M. 07.2 101.2 4 5 6 7 E C B JDG Jaredian Design Group 33 fkonringure: Gado • 0.raan, 0.•4n, POst 0,3,4 E•118 II•cm.v. U. S. vrgIn GREAT ST. JAMES CAY hONDWAle STAIIIJUON.U11105.1.0 POOL 6 $TOWE IINLONGS. PARCELSREIPMER: A.bf. &I.2,GI GI3EAT Sr MIAS CAY ST.1110.9 U.S.VJ p0iE 07- 10-17 OrECRED BY: WAN. .'ESRDTEDBY: i • Ff,,E, Pr., 16.011 D1.2 DETAILS EFTA00802905 E D C B A 1 ENDWALL SECTION 7ASTEN SECURELY WITH WRENCH NOTE: Use two U—bolts per splice. Encase tie bars U—bolts in concrete as shown on Sheet 2. 2 4 NO. 4 BARS NO. 3 STIRRUPS ©18" 0/C HIGH CHAIRS INSIDE BUILDING I I E IF 111 2' MIN. LAP U —BOLT 3 BACKING PATCH 1 TIE BAR SPLICING DETAIL 2 and 3 4 TIE BAR (WITHOUT FLOOR) NO. 6 TIE BARS 2" r lx,,_ © 8'-0" 0/C . TIE BAR MUST I BE ENCASED . 1 IN CONCRETE i_J______J INSIDE BUILDING 1 5 6 TIE BAR (WITH FLOOR) NO. 6 TIE BARS © 8'-0" 0/C INSIDE BUILDING 7 ENDWALL STIRRUPS SIDEWALL STIRRUPS 2 NO. 3 BARS NO. 3 STIRRUPS ©18" 0/C 4 NO. 4 BARS HIGH CHAIRS 1= I i=111=-IT-r=i fl= I I - SIDEWALL SECTION WITH FLOOR 2 NO. 3 BARS NO. 3 STIRRUPS 018" 0/C 4 NO. 4 BARS HIGH CHAIRS rii=m=ri=IT I4T1=MATA SIDEWALL SECTION WITHOUT FLOOR REBAR TABLE BAR NO. DIAMETER MIN. LAP NO. 3 (10M) 3fi" (11.3mm) 1'-O" NO. 4 (15M) J" (16.0mm) 1'-4" NO. 6 (20M) %" (19.5mm) 2'-0" CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS SCALE. I= A D1.3 01.3 E D C B 4 5 6 7 SO °ATE JIDG laredian Design Group ISIS rxecolA99e4 Gadd. . O.A•an, 1,1 Oliva Ec. EalS .CnI.It Vegin Is,.•••5 CI:V•O4 GREAT ST. JAMES CAY KONVAAV SIAE I,GAT On. POOL STSRAnE. COO, PARCELS ItLIANACCH: AA • . GIIIAT ST 5 GAY SV THOMAS V.S V • 07-10-17 Cr.a.Ar• By cAtCREDIVI ..FcRa•ID BV FA,EIT 16.011 c•,01TRACT NO D1.3 DETAILS EFTA00802906 1 2 3 4 5 6 7 E E D N ei N C 3 C/1 N rn N In OJ to N •cr co O N CO CO N 3 3 rn 3 to to 3 EA to to 3 En c1) rn 3 4 IA En En En In —LP B 45'-0" WALL DETAILS SCALE: M. D1.4 D1.4 Q 45;11 BOLL li).i PANEL 5 LENGTH SW 1-SW 2 211 SW 3 -SW 4 210 SW 5 -SW 8 20I1__ SW 7 -SW 8 201 SW 9 -SW 10 104 SW 11-SW 12 154 SW 13-SW 14 171 SW 16-SW 16 166 SW 17 -SW le 134 SW 19 -SW 20 109 SW 21-SW 22 75 SW 23•SW 24 24 C B A A 1 2 3 4 5 6 7 .EV,NOVS RtMealt$ NIT Jaredian Design Group • Na.33 Cronologoos Gads • O.Nran's 0.,an” Posl Othco Bag 62I8 Renus U.S. Virgin IVance CCe0.1 telephone nee ••••• ," mini ear “ti NOP. ne tdc ron.re It Alas. can WO, nine euecni• war N. wars, tines' ns menu AMCOR 1.•••• OWL• NalT.a0/0 ur ors. Au, • CLAM go CO.Nlan).. ...e tie l• aro •IDI0No••••• • Mot rasa *1 ma Aim Tax •••••• ours. %%%%% on• ro cc, op syn., 'Co ••• • ••‘, .rrrr0rrn GREAT ST. JAMES CAY RO'OIIAY SIMAJZATION.UWDSCAPNG. POCiL 6 STORAGE SVILOINGS. pARCELSREMICER:A.M. GREAT ST AWES CAT ST.DICIAsS D?.TE DRAW/IPI t,ECKED BY &Fr-ROVED Be 07-10-17 111111 Flk•XECT Pis 16011 Cu -Re:Cr %C. 9-€,S D1.4 DETAILS EFTA00802907 1 2 I 3 I 4 I 5 I 6 I 7 E E D C B A 1 tn 3 I I 3 OJ In O NJ 0 O4 Cs1 O 03 Cs1 N 3 3 O O O O 15-9" est O NI" I C3 tO O3 WI O 3 C CV O3 3 O 1O 22'-6" 45-0" 2 3 WALL DETAILS SCALE: a. D1.5 01.5 4 5 6 1419I X'1419 OPENINt3 PANEL 0 LENGTH OW 1-0W 2 196 OW 3 -OW 4 187 OW 5-OW 6 176 OW 7-OW 8 162 OW 9.OW 10 144 OW 11-O W 12 121 OW 13-O W 14 92 OW 16-O W16 61 ABOVE OPENING PANELS OW17 41 OW 18-O W 19 41 OW 20-0 W 21 39 OW 22-O W 23 36 7 C B Pre:S40,4 NO OVE REMea$ 4x:fs,;..i Am Tr; jaredian Design Group NJ 33 Df0011090119 Dodo - Queen); allitUf Poet Office Box UM St Manx. U.S. Virgin Wards OCSOI Itteptale: 340.M.1600 lax: War! .1801 jaralart2OvIrceemerthel nor Pun aa POI Nrato, brawl ma attar GREAT ST. JAMES CAY V.-ON:MAY STABAJZATON.ISIDSCAPNG. POOL 4 STORAGE 8ULOINGS. PARCELS REIANICER: &.2.C.1 GREAT ST JAWS CAT ST.IICHNS ['GTE 07-10-17 LRAM. BY: t>ECREDBY. J.p.w. aFfROVEDBY: J.P.W. PRC,..CCT re9 16.011 0:1i-Rec D D1.5 DETAILS EFTA00802908