EFTA00802589

GREAT ST. JAMES CAY ST.THOMAS U.S.V.I, RESIDENTIAL COTTAGE, TENNIS COURT, STORAGE BUILDING & LANDSCAPING PARCEL REMAINDER C-1 GREAT ST. JAMES, ST. THOMAS, USVI. PRIPMED BY laredian Design Group Architects, Engineers arid Planners EFTA00802589 crer:-.IDVS 1 I 2 3 4 5 6 7 NO DATE E E net • kg, 610-7306-1(0e) Aura At, ir,,r-zen. WRRLIIT ROCK Apart Ma ( 6.9-1 r t zre.z,c 17 Soles (0-110S.RPIO Annenterr /49.9 filf ,26-113 1 -ar •JC-10J4) MO an, NOTES/ TASK LEGEND an a A.Atwateette (ARM- Wei b; D At.,.> tr it • (19-6a -'WO .4-• 0 LANDSCAPE AREA WITH PALMS AND NATIVE. FLAGPOLE AND RESIDENTIAL COTTAGE D LANDSCAPE BEACH AREA WITH PALMS AND SHRUBS (a -am- waif O NEW TENNIS COURT. SEATING AREA AND STORAGE Ilaredian Design Group LOCATION OF PARCEL REMAINDER C-1 Noll 1:T0001009M Gado . 0.ac,an'n Pool Ohba 50.6218 Se area St Thomas U.S. Isranch Ideas:no e t C C GREAT ST. JAMES RESIDENTIAL COTTAGE. TENNIS COURT, STORAGE & LANDSCAPING PARCEL Ca GREAT Sr JAMES ST. THOPAA.S.U.S.Y1 FO•Sti n it e, e7 fie -700-11200 07-07-17 (3 [NAVIN BY C-/-* I rev Ac B -attaft.IVIL B CtECAEDBY .‘F.R.CNED Be M. • FEC...ECT re3 16-011 Atfes /09-Pi0-1379/1 SHE C1.0 OVERALL O SITE PLAN A OVERALL SITE PLAN C1.0 C1.0 SCALE: 1"-250'-0" L. .9' 1 2 3 4 5 6 7 EFTA00802590 1 2 3 4 5 6 7 REYSONS DATE ROAMS ‘1` 'InC et IVO. / 289 Ac. E LEGEND (D9 7347-1004) E W.O. SETBACK LSE SILT SCREEN 0--0 E R05:0,1 CONCROL ip.-4:Qv eaSTNC STONE 0AiftWAY TO BE PAVED %MTH CONSIATuo. 1- PRECTION Cf CRANACE Waft , BOULDER EROSION Commix D D NOTES/ TASK LEGEND 0 NEW TENNIS COURT. SEE SHEETS NO. GSJ-C-2.0 0 NEW STORAGE BUILDING. SEE SHEETS NO. GSJ-A-1.0 Na.33 Cr0ariapare Dada - Gown's CliuMf Post 0Moa Box 5218 0 OUTDOOR SEATING AREA St Thomas. U.S. Virgin Wards [CON tokfacro: reliMANI .00 le MORS C(..wit) We% St re S.:cc MM.?, (4 ACM. COI. WO Neu ••• nsier.se Ns so tn. ••••1004 44 C TREES C arklain CAI n en/ Wren.. fix: t Ctlet.S.TIA igt I, ke fl ak 'in A •01*. 4. rap. • ..,. .)isz, fatt Taal Sun not ant ••• vem• ley nen• Tod*. ion cm tiettral ROYAL PALM (Royston,. Reale) GREAT ST. JAMES PUERTO RICAN HAT PALM (Sabel Causiarum) RESIDENTIAL COTTAGE. TENNIS COURT & STOFMGE PARCEL C-I SEAGRAPE (Cocoloba Uvifera) GREATST ONES U SSA AREA OF SHRUBS CUTE 07-07-17 SHRUB TYPES oaftn.Bn JAMAICAN CAPER B Pagans Cynophallaphora B C,ECKED Mf. SEA LAVANDER (Argusia Gnaphalodes) AFPROVED BS WHITE FRANGIPANI (Plumerla Alba) vmO,ECT 1.O COCO PLUM 16.011 (Chrysobalanus Icaco) CONTRACTIn: OLEANDER (Nedum oleander) Srce. rn ENLARGED SITE PLAN C1.1 PLAN C1.6 C1.6 SCALE: 1 ENLARGED SITE PLAN A A 2 3 4 5 6 7 EFTA00802591 1 2 I 3 4 I 5 6 I 7 CUTE POLE ANCHORSOLTSNYO TEMPLATE FURNISHED HANDHOLE Willi POLE COVER TO MATCH BUSHING TOP POLE E SONO METAL CON- 1' CHAMFER ALL AROUND E DUIT TO POLE 13010 OROUM3 TO POLE I ea CU ONO. PAVING R —III r r L=1 METAL CCNDIXT MASER AND DIRECTION AS REWIRED SEDIMENT III '7 SILT SCREEN D INSTALL EROSION MATT Fx8‘0' ATTACHE• D RUBBLE CCRPERAELD III II 3003 PSI CONCRETE TO POST TACKIFIED POLYMER OR GRAVEL O GROUND ROO SASE WI101844 OARS STONE WALL ON EXISTING DIRT PATHWAY VERTICAL EVENLY SPACED ROCK AND %MTH In TIES ire.° BALLAST 2X4 WOOD ROCK CURB (MINIMUM REQUIREMENTS) STAKES AT 1% 4.-0' 0.0 SLOPED SHOULDER WITH NATIVE CONCRETE EASE SHALL GRADE Iaredian Design Group SHRUBS II EXCEED BOLT CIRCLE II~= Ttril LINE ff iRgiip lig. , EillElliElliair PAIN. 5' ALL ARCM., ii---,II itiii.iii-... 32 ' 10 NA 33 DronringAra Gado • O.RanN 0.AVIR ilelel l- -1T-01 Prat OTRA 24.6118 9 Domaz. U.S. vrgin Manz 13:034 (ROUNDCR 90UARE) 1W EMBEDMENT mcFPcao Mil I(41 MINI' 1UM c mai INTO SOIL C C PATHWAY SECTION TYPE 2 2 FLAG POLE BASE DETAIL 3 SILT SCREEN DETAIL C2.0 C2.0 SCALE: 1/2- 1'-0" (NOT IN CONTRACT) C2.0 C2.0 SCALE: NOT SCALE C2.0 I C2.0 SCALE: 3/8"0.11-0 - GREAT ST. JAMES RESIDENTIAL COTTAGE, TENNIS COURT 8 STORAGE PARCEL C-I GREAT ST !ARCS u RV r COMPACTED EXISTING SOIL GRAVEL BED CUTE 07-07-17 361-0" ozom.M3 7-0" B B N./IMMOBY W. AR:ROVED EIT FRO.ECT TICE 16-011 EXISTING COMPACTED OTOITRIC.T SUBSTRATE SEER" IET. 4 TENNIS COURT CROSS SECTION C2.0 C2.0 C2.0 SCALE: NOT SCALE SITE DETAILS AND CROSS SE TIONS A F. EFTA00802592 REvt11088 1 2 3 4 5 6 7 81) RATE REMARKS E (121") ROOF PANELS 6 GENERAL NOTES: E ( 58") ROOF PAM-5 1. NO LOADS OTHER THAN THOSE GIVEN 121"p 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 lc'', z TO LOCAL BUILDING REGULATIONS. CCN51. NO 4' 0 z (7) 3. THE FOUNDATION SHALL BE FOUNDED o z ON NATURAL UNDISTURBED SOIL (7) to CAPABLE OF SAFELY SUSTAINING z M 1500 PSF. AND AT LEAST 12 IN. to 5 BELOW FINISHED GRADE. > D (73 _i 4. SLAB ON GRADE SHALL BE PLACED Lid ON SOIL CAPABLE OF SUSTAINING _J LLI I— 500 PSF. WITHOUT APPROPRIATE WI IJ.J (n SETTLEMENT. p— .., cri 5. BUILDING MUST BE GROUTED INTO co 1-3 0 ....-. TROUGH, INSIDE AND OUT TO a.' c7i MAINTAIN STRUCTURAL INTERGRITY laredian Design Group o I- D EXCEPT WHEN USING WELDED BASE 5IMWALL- CLEARANCE; DATA (7) 1200g CLtn?,ANC t7ATA PLATE CONNECTORS. z E o NJ 33 DrOnniA(1006 0009 • 0.614.18 ()awn& 6. CROSS TIES MUST BE INCASED IN POO 01110 Boa 6218 St 1110Mal. U.B. Virgin Ilan% CCC'M CONCRETE WHEN CONCRETE SLAB IS ttlephone ensil i ifnf ON° g NOT USED 24 1/2" n I -n. ARCH DATA: T.er nia4 sent Ct9Irl (WM*, Itetv. • ',VW, CI AltonKIR. riA:or MI/ N... ne 12D - z - wi 64.4.404, ioncul r. few turn.. C - up = (p- Z - r- C ,whieb, omit on/ %MT. fl ak Lis. A * ` m n at% OaA4 *Awl ten 741W bAut .01•• us,•(.....s. ten% way yew icg• Aar wt.., T- If-N DESIGN DATA: O 01 c° i co a) — Nc — ,Y; ..,,, s; 'zi- CA r:K a) in -- CO r0 CY) co I I I I I I I I I I I I I I I 1- 0" 1" N- STEEL GAGE: 20 GREAT ST. JAMES I° to c0 co ZO into 1) Kt Nt- 41 0 CNI C- CD CD I I I I I Up 50 KSI MIN. YIELD RESIDENTIAL COTTAGE. Co -- co 4 IN GALVALUME SHEET STEEL TENNIS COURT & STORAGE PARCEL 0.1 LIVE LOAD: 43 PSF CREAT 811 /AWL u P. V ,-- 3-SECOND WIND SPEED: 135 MPH 1 2' 3' j 5' 6' 7' 1.51 9' 10' 11' 13' 14' [1' 2' 3' 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' IS' 16' 17' 18' 19' 20' 21' MATERIALS: 1. CONCRETE STRENGTH AT 28 DAYS TO BE 2500 PSI 2. REINFORCING STEEL TO BE coot ENAillr 05-24-17 DEFORMED BARS. GRADE 60 B 3. ALL MATERIALS SHALL CONFORM TO B CPECRED BY. •.w. 45'-0" OUT/OUT STEEL DIMENSION THE APPROPRIATE ASTM ArpROVED BY. l= 1. carricirammc NOTE: FRO,EC1140 THE SHORT PANELS MUST BE ALTERNATED FROM ARCH PROFILE 0,1 , R4GT 16011 SIDE TO SIDE ON SUCCESSIVE ARCHES, TO CREATE A STAGGERED JOINT FOR GREATER STRENGTH. 1.0 ONE ENDWALL SOLID & ONE ENDWALL D1.0 WITH AN OPENING OR OVERHEAD DOOR QUONSET DETAILS A A 1 ARCH PROFILE 01.0 D1.0 SCALE: 1 2 3 4 5 6 7 EFTA00802593 1 I 2 3 I 4 5 I 6 7 NO DATE ATTENTION: PERFORATED STRAP NOT FACTORY XiIMPI 06 The foundation shown may not conform to your local by—laws and has no warranty as to its sufficiency for (AVAILABLE AT MOST LOCAL HARDWARE STORES) 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 CONCRETE ANCHOR E construction to ensure that the foundation is being built in conformity with his design. If the design engineer (NOT FACTORY SUPPUED) E requires, retain a soils engineering specialist to report on soil conditions and soil compaction values. in. ZW I I II r II 22,„ le --I SIDEWALL CONCRETE ANCHOR DETAIL Il e t1 CONCRETE II II II SOLID ENDWALL D D Ix NO. 6 TIE BARS • IT-O" ukt-c. :.Ila /Alion' 4 J. TTIE NO. 6 T OARS 0 6' O' AWL SIDEWALL GROUTING 0 0 C II 11 II ICI I WIRE MESH 6 X 6 BY NO. 6/6 II II II II INSIDE OUTSIDE II II II No 33 Dronningaral Cada Oaan'a Okada, I I II N 11 11 II II it Pent Mut Box 6218 St 'Thomas, U.B. Wain Wards OCOM ttlepixne: 3410.7T7.1600 lax: 040 TT, 1031 Iaredontalvrostrnetnal II II ".0ter• IttnnfAx• nest C C ENDWALL U INSIDEWALL GROUTING re. -1 GREAT ST. JAMES RESIDENTIAL COTTAGE. 2W 2W CONCRETE MACHCR 24' -I-- 224- TENNIS COURT & STORAGE SEE DETAIL PARCEL CI r.RFAT (25)ARCHES, DIMENSION "1" m 53'-B 1/2' 11.0.1gi Inside grouting should be higher than outside grouting to prevent water seepage. Concrete grouting procedures Be.TE 05-24-17 Ir W-O' CONCRETE MOTOR r-cr OR LESS OR LESS SEE DUAL OR LESS OR LESS 2" must be in accordance with factory [NAVIN BY B ELIXIR ME MESH MEIJI 3228 4" Sr specifications to retain structural warranty. B otECAEDIly ”figivEDBY J.P.W. TOP OF STRIPPED GRADE NO. 3 STIRRUPS fRc).E.C11.19 016' O/C NO. 3 STIRRUPS OW O/C 6 ML POLYETHYLENE MOISTURE BARRIER 16.011 4 - NO. 4 INS L. 3t e °RUSK° STOIC CR WATER-WASHE 4 - NO. 4 IMPS 0.704M4CT CRAVEN (1$' TOP SUE) CLF.AN GRANULAR COMPACTED FE. j ft 2• CONCRETE SI-EE, 1.0 NO. 8 TIE BARS OCASO/EXT FOUNDATION - 2500 PSI STRENGTH D1.1 SECTION THROUGH LENGTH GROUT - 5000 PSI STRENGTH DETAILS A 1 CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS D1.1 I D1.1 SCALE: N.T.S. 1 2 3 4 5 6 7 (WC EFTA00802594 1 2 3 4 5 6 7 'NO DATE E E D Jaredian Design Group No 33 (Aonringura Gall . 0.6zian8 0.84f6f PrAI 01/6A 8.8z 6118 9 Teri]: U S 3-G818.88N CCON C C GREAT ST. JAMES RESIDENTIAL COTTAGE. TENNIS COURT 8 STORAGE PARCEL Ca GREAT ST LANES U SV.I RITE 07-07-17 DRAWN BY: SIDEWALL FORM DETAIL B B e8ECREDBY. S.w. ENDWALL FORM DETAIL AFEROVEDDY: FRO.ECI 16.011 NOTES: REINFORCING STEEL NOT 51-C 7 1,1> SHOWN. REFER TO SHEET #4 D1.2 CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS DETAILS D1.2 101.2 SCALE: M. A hr EFTA00802595 1 2 3 4 5 6 7 PEP R0LS SO DATE KVALFELS 4 NO. 4 BARS - TIE BAR NO. 3 STIRRUPS (WITHOUT FLOOR) ©18" 0/C TIE BAR HIGH CHAIRS (WITH FLOOR) E BACKING PATCH - E ENDWALL STIRRUPS INSIDE BUILDING I, 17-- ft ENDWALL SECTION SIDEWALL STIRRUPS D D 5: 2 NO. 3 BARS I Jaredian Design Croup NO. 3 STIRRUPS JDG . • . L..1.....___J ©18" 0/C 2' NO. 6 TIE BARS AL3 33 DecoringArA Gado • O.RanS OAAA, EA, OPPRE•A• 5115 MIN. © 8'-0" 0/C 4 NO. 4 BARS Sc 11•CPIAL U.S. Vpgin ICE/3•1 LAP INSIDE BUILDING HIGH CHAIRS C C I- =-P I=111=iTr=II I=ITITI-Iff= T 111=1- :ASTEN SECURELY GREAT ST. JAMES WITH WRENCH SIDEWALL SECTION RESIDENTIAL COTTAGE. NO. 6 TIE BARS 8'-0" 0/C 2" r 2 NO. 3 BARS WITH FLOOR TENNIS COURT 8. STORAGE PARCEL C•1 CREAT it INIF, t TIE BAR MUST - U —BOLT NO. 3 STIRRUPS 07-07-17 BE ENCASED - -1 IN CONCRETE 018" 0/C [TRAPS. B 4 NO. 4 BARS REBAR TABLE B CRECREDBY INSIDE BUILDING HIGH CHAIRS BAR NO. DIAMETER MIN. LAP AFERCIAEDBY NOTE: NO. 3 (10M) 3fi" (11.3mm) 1'-0" Use two U—bolts per splice. Encase tie bars and F- NO. 4 (15M) J" (16.0mm) 1'-4" FRUCCl/IS U —bolts in concrete as shown on Sheet 2. 16.011 =m=n-i=i NO. 6 (20M) %" (19.5mm) 2'-0" O,1113.1Ci TIE BAR SPLICING SIDEWALL SECTION DETAIL WITHOUT FLOOR LCET ••3 D1.3 DETAILS 1 CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS A D1.3 01.3 SCALE: A 1 2 3 4 5 6 7 EFTA00802596 1 2 3 4 5 6 7 88031014 0 GATE K€04888 E E -. a46,1/ 8 O L 'EL' PANEL # LENGTH SW 1-SW 2 211 SW 3 -SW 4 210 SW 5 -SW 8 206 SW 7 -SW • 201 1--A1 NI SW 9 -SW 10 194 SW 11.SW 12 154 SW 13 -SW 14 171 SW 15 -SW 16 166 SW 17 -SW 15 134 SW 19 -SW 20 109 SW 21-SW 22 75 D SW 23 -SW 24 24 D I Jaredian Design Group • • , 8 33 Exonringura Gada • GARAY, 02.80( Pena 01808 30.6218 9 11 c•nlat U.S. vrgint8.888. 0:804 N IttA88c.no: N C FN e) C V) 0) N O1 N In O Io co O 1 7 GREAT ST. JAMES 1 7 En In In In En In 1 RESIDENTIAL COTTAGE. In (A En to in En En In rn Ell rn to in TENNIS COURT 8 STORAGE PARCEL Ca GREAT ST JAMES u CUTE 07-07-17 -me 45'-O" [GAM WA B B A8ECRED BY AAVROVEDIW FRO.ECT ?ED 16-011 WALL DETAILS 0.7017R4GT•0 D1.4 D1.4 SCALE. SPEC: In D1.4 DETAILS A A 1 2 3 4 5 6 7 EFTA00802597 .EV ,SIOVS 1 I 2 I 3 I 4 I 5 I 6 I 7 NO DBE E E 14111 X 141X OPENING PANEL X LENGTH OW 1-0W 2 196 OW 3 -OW 4 187 OW 6 -OW 6 176 OW 7 -OW 8 162 OW 9.OW 10 144 OW 11.OW 12 121 OW 13 -OW 14 92 OW 16-OW 16 61 ABOVE OPENING PANELS OW 17 41 OW18-O88 19 41 O4 O 03 t f N rn ff c7 / N OW 20 -OW 21 OW 22 -OW 23 39 36 Jaredian Design Group O O O 3 0 O 3 O 3 3 O No 33 Exonologon Gado • 0.nean's Posi OSIc Ba. 6118 St Thomas. U.B. Virgin CCO)4 telephone: e.mel: Toe V .../041.4. , ..t RUM CO.tall ntetAiktt :04M/tin It S Mit% talif flat NO6.4 sal idamScievinon intru• NAM.. ea C c7) to co O4 4 C Mt HS al dai nillept *as WI at an at I I I 3 g O O O 3 O 3 O 3 3 GREAT ST. JAMES RESIDENTIAL COTTAGE. 13'-9" TENNIS COURT 8. STORAGE PARCEL Ca GREAT ST IMES u 22'-6" 45'-0" OATE 07-07-17 ERAIVI.En, B B 0,ECIED WALL DETAILS APPROVED Mt M. 31.5 0' .5 SCALE:- FMEC ?OD 16.011 COirRe.CT ‘.) 5,-.EET D1.5 DETAILS A A 1 2 I 3 I 4 I 5 I 6 I 7 EFTA00802598 lir V *4 OM., 2 3 4 5 6 7 0 DATE Ette.F14$ LEGEND TREES O RESIDENTIAL BUILDING ROYAL PALM (Roystonea Regia) SEE SHEET NO. A-1.0 PUERTO RICAN HAT PALM (Sat* CauSiarum) O BEACH AREA SEAGRAPE (Cocaloba L/Wera) O ACCESS ROAD E E AREA OF SHRUBS SHRUB TYPES JAMAICAN CAPER (Caparis Cynophallaphora) SEA LAVANDER (Argusia Gnaphalodes) WHITE FRANGIPANI SO'-O' HIGH FLAGPOLE NEW (Munn Alba) ROYAL PALMS COCO PLUM (Chlysobalanus Icaco) OLEANDER SHRUBS AREA (Nerium oleander) D ALMS Ilk t er N NEW RESIDENTIAL Nredian Design Group N.., 33 Dronnloo4r4 Gado - °Joon% °sada, Pool Mos Box 6218 1. St Thomas. U.S. Worn Islands OCSOI telephone: 340 Mt 1600 low 340777 1601 e.mrsl: y Pjaft IM (004.64, HMI ne NEW „oa t. nty, enilmapnag, • foal In amp few annum0 ROYAL PALMS C C Mx Pam{ .$ rtrfOrf.S.”). ...ail 4.4 fl an Mans na ,,, nuts w,...,.., c•• new.. TO an car a. awn, z z z GREAT ST. JAMES RESIDENTIAL COTTAGE. TENNIS COURT & STOFMGE PARCEL C-I GREAT ST JANES USW DATE NEW 07-07-17 WATER FtOYM. PALMS [Raman" RUBS AREA B B tmECKEDIIY. AtfiKNEDBY: SHRUBS AREA NEW NEW BEACH AREA ROYAL PALMS FR, NEC TIED ROYAL PALMS 16-011 0:047,14cr 5 HEE 11) L1.1 SHRUBS AREA LOCATION FOR LANDSCAPE L1.1 NEW RESIDENTIAL COTTAGE SEE SHEET GSJ-A-1.0 SITE PLAN LI . I L1.1 A PLAN SCALE: 1'- /32" SHRUBS AREA A 2 3 4 5 6 7 EFTA00802599