EFTA00798250

CARETAKER'S COTTAGE HURRICANE REPAIRS & ADDITION a rn . OSC utKlcH HI H U LTE I,1O .1.4= 41 PLANNINd GREAT ST. JAMES - NO.6A REDHOOK QUARTER ST. THOMAS, U.S. VIRGIN ISLANDS Elaettute Damn &ado PO &a 303190 St Thomas. V10(1803 4142Kowers Gads St Thomas. V10(1802 SUMMARY FOR PROPOSED ACTIVITY INDEX OF DRAWINGS GREAT ST. JAMES A. PURPOSE OF PROJECT: HURRICANE REPAIRS AND ADDITION TO G100 COVER SHEET AND LOCATION MAP NO 6A REDHOOK QUARTER EXISTING CARETAKER'S COTTAGE. DRIVEWAY AND PARKING U S. VIRGIN GLANDS AREAS. C101 SITE PLAN This document and the designs contained C102 ENLARGED SITE PLAN B. PRESENCE AND LOCATION OF ANY CRITICAL AREAS: herein are the sole property of Boschulle C200 SITE DETAILS Design Studio and shall be returned upon NONE NOTED. R101 request. This document may not be EXISTING PLAN C. PROPOSED METHOD OF LAND CLEARING: MINIMAL 8201 reproduced or coped in whole or in pan EXISTING ELEVATIONS without the written permission of EXCAVATION AT FOOTINGS. UTILIZING INDUSTRY STANDARD R202 EXISTING ELEVATIONS Boschulle Design Studio. Neither this EARTH-MOVING EQUIPMENT. ADIO1 DEMOLITION PLAN document nor any portion thereof may A101 PROPOSED FLOOR PLAN be used on any other project. D. PROVISIONS TO PRESERVE TOPSOIL AND LIMIT SITE A102 ARCHITECTURAL ROOF PLAN Unauthorized use shall invite a claim for ST. THOMAS DISTURBANCE: SEE SHEET C101. A201 ELEVATIONS compensation. The use by any person or A202 ELEVATIONS ST. JOHN firm of this document or any part E. EROSION AND SEDIMENTATION CONTROL DEVICES: SEE A301 SECTIONS thereof shall not in anyway subject SHEET C 101. A400 SCHEDULES Boschulte Design Studio to any cost or ASOI DETAILS damages for any error or omission F. SCHEDULE FOR EARTH CHANGING ACTIVITIES AND AS02 DETAILS contained therein. This drawing may not IMPLEMENTATION OF EROSIONSEDIMENT CONTROL AS03 ROOF DETAILS MEASURES: SEE SHEET C101 be used for the purposes of contracting • A901 PERSPECTIVES or construction without a stamped. A902 PERSPECTIVES signed. and dated Release Authorization G. MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES: SEE SHEET C101 in the He block of this Drawing. S100 FOUNDATION PLAN SIOI PROPOSED SLAB PLAN H. STORMWATER MANAGEMENT: EXISTING NATURAL SITE S201 ROOF FRAMING PLAN DRAINAGE AS SHOWN. E100 ELECTRICAL NOTES I. MAINTENANCE SCHEDULE FOR STORMWATER FACILITIES: EIOI PROPOSED ELECTRICAL PLAN NOT APPLICABLE. SITE VICINITY MAP P100 PLUMBING NOTES J. METHOD OF SEWAGE DISPOSAL: P101 PROPOSED PLUMBING PLAN GREAT ST. JA/4ES EXISTING ON-SITE PACKAGED WASTE DISPOSAL SYSTEM. NO 646 REDHCOK °DARTER U.S DEIGN ISLANDS ...' eg• A 8 ''. : . . le JEFFREY % a GENERAL NOTES e 13031)1ULTE * I. PROJECT IDENTIFICATION: CARETAKERS COTTAGE HURRICANE REPAIRS AND ADDITION 687A * : 4.0 ' .... ..KA. 2. PROJECT ADDRESS: PARCELS NO. A-REM. 8 A-2 GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR.. ST. THOMAS. VI l eaill 1ST!'' ...f.......... • 3. ARCHITECT: BOSCHULTE DESIGN STUDIO. PO BOX 303190. ST. THOMAS. U.S.V.I. 00802 4. KEEP ACCESS EASEMENTS. DRIVEWAYS. AND ENTRANCES SERVING PREMISES AND ADJACENT PROPERTIES CLEAR Ml Casensaion Os. AND AVAILABLE TO OWNER AND EMERGENCY VEHICLES AT ALL TIMES. DO NOT USE THESE AREAS FOR PARKING OR STORAGE OF MATERIALS. S. COORDINATE. SCHEDULE. AND APPROVE PERMANENT AND TEMPORARY UTILITIES. INCLUDING THOSE NECESSARY TO MAKE CONNECTIONS FOR TEMPORARY SERVICES. 6. DO NOT DISTURB PORTIONS OF THE SITE BEYOND AREAS IN WHICH THE WORK IS INDICATED. 7. REMOVE WASTE MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM IN A LANDFILL OR INCINERATOR ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 8. ALL WORK DONE SHALL COMPLY WITH THE LATEST EDITION OF THE VIRGIN ISLANDS BUILDING CODE. 9. JOB SITE VISITS BY THE OWNER OR ARCHITECT DO NOT CONSTITUTE AN OFFICIAL INSPECTION UNLESS SPECIFICALLY REQUESTED BY THE CONTRACTOR. 10. THE ARCHITECT SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION BY THE CONTRACTOR. CARETAKER'S 11. DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT MAY BE CAUSE FOR THE WORK TO BE REJECTED BY THE ARCHITECT. THE ARCHITECT SHALL NOT BE HELD LIABLE FOR ANY COTTAGE DAMAGES OR INJURIES WHICH MAY OCCUR DUE TO ANY UNAPPROVED DEVIATION FROM THE CONSTRUCTION DOCUMENTS. HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER 8 A-2 GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. ST. THOMAS. U.S. VIRGIN ISLANDS COVER SHEET Purlrambai 2019.001.01 owe 03-27-2019 WOW by BJS one:hear JIB SITE LOCATION MAP 7 ISSUED FOR BIDDING 03-27-2019 G100 Seale r . 1-0 EFTA00798250 sin SIT? aits......c> a ng sfis-a* )e 4r LONG j4 BAR 0 4.-1)- C= = I 4, 1, 010 . 0 .eCT itt '.,(9.09% Pt 4...00 SEDIMENT SILT SCREEN ATTACHED TO BARS ROCK BALLAST *:°: Z.Z°28 GRADE LINE Banta@ Dosn SAS, tic MIN. EMBEDMENT PO Nu 303190 SI. Thom" VI 00031 INTO EARTH 41-42K0Ws Gee, Si norm". %acme Phr" e^Tall 2 TEMPORARY SILT FENCE This document and the designs contained herein are the sole property of Boschulte Design Studio and shall be returned upon reouesl. This document may not be reproduced or copied in whole Or in pad without the written permission of Boschulte Design Studio. Neither thiS downed nor any portion thereof may be used on any other project. Unauthorized use shall invite a claim fix compensation. The use by any parson or firm of this document or any part Wit thereof shall not In anyway subject -- ---1-M-c;-) Boschulte Design Studio to any cost or damages for any error cr. omission Intik kk\ -- contained therein. This drawing may not be used for the purposes of contracting or construction ‘rithout a stamped. ,00\4111\e- \ple t Sired. and dated Release Authorization P' in the title block of this Drawing. 401.5patviiwit4 if:2 II er iir ctasi,47_rs siNtIL -W- -H t..,,,_......._,H ogit i _•----,-- it; \ Th t- ,-11;:4_, F,.....: t0 •..***,00 AR''. awl .441i1 4,.... 1/ 1/400 .7/ 2 , #i, — se . JEFR1EY # , 5) ....../..ilk * 0\t 'Win 4 sly;. 9K LCCATIM 0......istw "•;.friiio talteDTS (Oita NOTE: SEE SHEET S. ISS0o. OS C102 FOR ENLARGED SITE SITE PLAN Li1 1" = 200' ED CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & A-2 GREAT ST. JAMES ISLAND NO. SA REDHOOK OTR. ST. THOMAS. U.S. VIRGIN ISLANDS SITE PLAN Pionlintel 2019001.01 owe 03-27-2019 Drai % by J7B CPSPM by JTB C 1 0 1 Sib AS SHOWN EFTA00798251 • • e t BOSCHULTE 0 r =. 'I, ., y 0 I/ I 0 in ' ral. (9.0% Pt 4.../.14 ♦ % EXISTING SWIMMING POOL WITH DECK (NOT IN • CONTRACT) Scnoxilie Noon Siitio PO Sox 303190 SI Thom" v100011 41-42Konoet Geth SI. Those. VIOIXO2 Diane (31411»-23T5 • boornothattraritys This document and the designs contained EXIST. DIRT herein are the sole property of Boschulte • Design Studio and shall be returned upon • • PATHS TYP. reouesi. This document may not be • ♦ reproduced or copied in whole Or in pad • • • without the written permission of • • • • Boschulte Design Studio. Neither thiS • ♦ • • • document nor any portion thereof may • • be used on any other project. EXISTING ONE7STORY • • Unauthorized use shall mete a claim fix ' EXISTING SOLAR ARRAY • • • LIVING •-• compensation. The use by any person or (NOT ehl CONTRACT) ♦ • ROOM/KITCHEN/DECK • \ arm of this document or any part • • • thereof shall not In anyway subject • .‘• • • EXISTING OLIANSET ♦~ •• .... IIIP NO MS IN IIII. Boschulte Design Studio to any cost or • PROPOSErONE-STORY \ • • % • • damages for any error rot. omission • HUT STORAGE BLDG • • • ‘ TEMPORARY SILT ♦‘ • CORRIDOR/BATH/LAUNDRY ‘‘, • contained thSrOin. This drawing may not ♦ \(NOT IN CONTRACT) ADDITION • \FFENCE (SEE DETAIL \ • be used for the purposes of contracting ♦ • • 2 SHEET 0101) or construction without a stamped. • • • • • \ • Sired. and dated Release Authorization • in the title block of this Drawing. S 5 \ i % 5 k % k GRAVELED I 31 PARKING (2) I. / ,.41E71 Al II •• 4. t; se . JEMMY , 5) * t near I* 0 \ iss ..;•P ;71 1... EXIST. DIRT ..... M SY?. EXIST. (DIRT PATHS TYP. PATHS/ TYP. No. ISerlpice OS ONE STORY BEDROOM WITH CISTERN BELOW // (EXISTING) / / / / / / 95/ / , EXIST. / n.../ ,/' BOULDER ROCK WALL O / i gu (NOT IN / / CONTRACT) / / / / EXIST. DIRT / / / PATHS TT?. / / / / 56 / / / / CARETAKER'S COTTAGE // / / / / / HURRICANE // / REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & A-2 / GREAT ST. JAMES ISLAND / NO. SA REDHOOK OTR. ST. THOMAS. U.S. VIRGIN ISLANDS ENLARGED SITE PLAN 1"=20' Picts nuererr ENLARGED SITE PLAN 2019.001.01 ore 09-27-2019 Ormsby JTB ana by JTB C102 Ss% AS SHOWN EFTA00798252 C ROSCHULTF I 'm om LIElitCM li TU1 iO PLANNINd PROPOSED CLOSET PROPOSED BATHROOM Ow:tote Dann Slvfoo PO Bea 900190 St Thomas. 0100803 PROPOSED 4142Kowers Cade BEDROOM St Thomas. VI 00$02 LAUNDRY This document and the designs contained herein are the sole property of Boschulle Design Studio and shall be returned upon CISTERN request. This document may not be ACCESS reproduced or cooed in whole or it part HATCH POWDER ROOM without the wan permission of Boschulte Design Studio. Neither this document nor any portion thereof may PROPOSED A be used on any other project. KITCHEN Unauthorized use shall invite a claim for compensation. The use by any person or firm of this document or any part EXISTING SLAB thereof shall not in anyway subject Boschulle Design Studio to any cost or damages for any error or omission contained therein. Ins drawing may not be used for the purposes of contracting or construction without a stamped. signed. and dated Release Authorization in the title block of this Drawing. EXISTING LIVING ROOM DECK .L, ••......... .. t sED AR'•a I. to et . AMY . a..4 * i B0SCHULTE bk. ;It ..*- •••••••• ill'e, DECK . C.,41.411t.v . Ira Desailpdon Oda 0 a EXISTING FLOOR PLAN 1 1/4" = 1'-0" —.. --._ 8" CAST-IN-PLACE CONCRETE WALL WITH PLASTER FINISH ON ALL EXPOSED SIDES CARETAKER'S 8" CMU WALL WITH PLASTER FINISH COTTAGE ON ALL EXPOSED SIDES HURRICANE NOTE: APPLY 3 COATS OF THOROSEAL REPAIRS AND 2x4 ill. WOOD STUD WALL (NON LOAD BEARING) TO ALL INTERIOR CISTERN WALL TYP. WITH CEMENT BOARD AND PLASTER FINISH ALL ADDITION PARCEL NO. A-REMAINDER & A-2 EXPOSED SIDES. GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. ST. THOMAS. U.S. VIRGIN ISLANDS EXISTING FLOOR PLAN p.a.. 2019.001.01 Dolo 03-27-2019 Drum by JTB Cht0P.1ty JTB R101 Scab As indicated EFTA00798253 C ROSCHULTE DEN INN !ITU WO I 1,37int: PLANNING BasttuteDonn SW* PO 89.<303190 Si. Themes. %SOWS 41-92Kcessere Cade Si. Thema. 'AMOS This document and the designs contained herein are the sole property of Boschulle Design Studio and shall be returned upon request. This document may not be reproduced or cooed in whole or in pan without the wan permission of Boschutte Design Studio. Neither this document nor any portion thereof may be used on any other project. Unauthorized use shall invite a claim for compensation. The use by any person or firm of this document or any part thereof shall not in anyway subject Boschulte Design Studio to any cost or damages for any error or omission contained therein. This drawing may not be used for the purposes of contracting 1 EXISTING EAST ELEVATION or construction vethoul a stamped. signed, and dated Release Authorization 1/4" = 1-0" in the title block of this Drawing. ........... e* e . JEFFREY . . 4 * 1 80801ULTE i * A 887A .1410° ;IP ..*- •—••••• fir • ec, 774 0ts‘c, ..... An . No. Dascelpion Oda --. CARETAKER'S EXISTING NORTH ELEVATION COTTAGE 2 1/4" = 1-0" HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & A-2 GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. ST. THOMAS. U.S. VIRGIN ISLANDS EXISTING ELEVATIONS Praftc:n.mecr 2019.001.01 Dale 03-27-2019 Non by J.T.B checkesby J.T.B R201 Seale VC .1'41 EFTA00798254 ROSCHULTE OEN ION &ITU WO I .1 67:f NI PLANNING et.tuteCoogn Stdo PO &a 500190 St Thomas. V100803 4142 Korot., Gado St Thomas. vi 0t002 This document and the designs contained herein are the sole property of Boschulle Design Studio and shall be returned upon request. This document may not be reproduced or copied e whole or e pan without the written permission of Boschulte Design Studio. Nether this document nor any portion thereof may be used on any other project. Unauthceized use shoe invite a claim for compensation. The use by any person or firm of this documeni or any part thereof shall not in anyway subject Boschutte Design Studio to any cosi or damages for any error or omission 1 1 1 IT r NIT ITf II contained therein. This drawing may not be used for the purposes of contracting or construction withoin a stamped. signed. and dated Release Authorization in the tide block of this Drawing. 1 EXISTING SOUTH ELEVATION 1/4" = 1'-0" ...••.......... t stO Ali .• ' l e re . JEFFREY . el ... * 1 BOSCHULYE i* ok GM p a. •:.1;\ •• • at ..;#tininiSOP lb. Dssordpim Dols [TILT- CARETAKER'S COTTAGE HURRICANE REPAIRS AND EXISTING WEST ELEVATION ADDITION 2 PARCEL NO. A-REMAINDER & A-2 1/4" = 1'-0" GREAT ST. JAMES ISLAND NO. 6A RED HOOK QTR. ST. THOMAS. U.S. VIRGIN ISLANDS EXISTING ELEVATIONS Fhlocirtatot 2019.001.01 OM 03-27-2019 Orton, by J.T.B chseced by J.T.B R202 Seale 1/40 . 1t0" EFTA00798255 IC ROSCHULTE OEN ION &ITU WO I .1 ,37igliti PLANNING easteuteDonn Skala PO Bee 303190 St Thema. VION303 4i-tanagers 09.69 St Themes. VION302 EXISTING STRUCTURE TO REMAIN REMOVE EXISTING ROOF ELEMENTS This document and the designs contained AS NECESSARY TO ACCOMODATE NEW ROOF herein are the sole property of Boschulle OF ADDITION Design Studio and shall be returned upon request. This document may not be reproduced or coped n whole or n pan SHED TO REMAIN without the wmten permission of Boschulte Design Studio. Neither this REPLACE ALL document nor any portion thereof may EXISTING WINDOWS be used on any other project. AND DOORS TYP. UnauMaized use shall invite a claim for compensation. The use by any person or firm of this document or any part thereof shall not in anyway subject Boschulte Design Studio to any cost or -I r 9 damages for any error or omission contained therein. This drawing may not be used for the purposes of contracting or construction nehout a stamped. DEMOLISH WALLS signed. and dated Release Authorization OF EXISTING 1/2 BATH in the title block of this Drawing. )- DEMOLISH WALLS OF EXISTING LAUNDRY REMOVE SECTION OF SHED WALL TO WIDEN EXISTING OPENING TOACCOMODATE PROPOSED ir.o. OPENING. /t ?ie AR •.:4O s4: ..... REMOVE SECTION OF WOODEN RAILING AND cc PORTION OF ROOF ABOVE EXISTING LIVINGKITCHEN TO REMAIN * BOSINULTE : * 697A .. re .1 Cr • ;1780,11 0:•`.. N. Description Dal --. --._ CARETAKER'S COTTAGE 1 FIRST FLOOR PLAN DEMOLITION HURRICANE 1/4" = 11-0" REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & A-2 GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. ST. THOMAS, U.S. VIRGIN ISLANDS DEMOLITION PLAN erisoorimbir 2019.001.01 OM 09-27-2010 Dawn bir JTB Chated by JTB AD101 Seale VC V-0' EFTA00798256 e FS OS C H U LT F I Went OtlitCM li TU1 iO PLANNINd zr.r 1 L. 09 CLOSET BATHROOM 107 RELOCATED IC8 41 SF POWDER ROOM 59 SF ‘ POWDER DRYER .2 ROOM • SosttulteDeRgn Sluzb LAUNDRY PO BeR 303190 F PANTRY 105 St. Thomas. 01[0303 CVR ; 109 -- I WASHER I 110 I 54 SF 41.12KagereGade w 69 SF SI, Thomas. VIOR302 106 27 SF b N\ EXISTING PUMP ROOM BEDROOM N ERSE. W000 109) PUMP ROOM e•.3- CORR DOR " :10 i 111 This document and the designs contained 106 NOTE' DROP COLUMN Ia CELKGAT 104 2x12. herein are the sole property of Boschulle 17 SF 180 SF COORIDOR I- WOOD Sal Design Studio and shall be returned upon 158 SF MIME b request. This document may not be 2r • r reproduced or cocied in whole or m part e Vr0. s • o Ur) 7.11 UT MUNN without the written permission of b Boschutte Design Studio. Neither this tioL document nor any portion thereof may be used on any other project. CISTERN RANGE PERIM. Unauthorized use shall invite a claim for --a • 1Ire S-111? ACCESS compensation. The use by any person or HATCH ---"" DECK 2 10-S firm of this document or any part thereof shall not in anyway subject 110 01 I, KITCHEN Boschulle Design Studio to any cost or 174 SF SINK damages for any error or omission 103 contained therein. This drawing may not b 126 SF be used for the purposes of contracting a or construction without a stamped. 7.10' signed. and dated Release Authorization in the title block of this Drawing. 09 DECK 1 LIVING ROOM b 101 '02 405 SF MAIN 423 SF ENTRANCE Ot .. ......... t ot sED AR ... • to . ea . JEFFRY . c2, -* I 80801178 i * A 887A s" (04 bl .....P ••••......... " l g. C.NOIR .........tO . Oda DECK r•T W • 11 1.0' 6.11 VS F•11 Ur r -r .Pc --- PROPOSED FLOOR PLAN CARETAKER'S 1 COTTAGE 1/4" = 11-0" HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & A-2 GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. ST. THOMAS. U.S. VIRGIN ISLANDS PROPOSED FLOOR PLAN pew.. 2019.001.01 Daio 03-27-2019 tungi bir B.JS checked by J.T.B A101 Scab VC . 1-0" EFTA00798257 C ROSCHULTE 'rntincs minion DESIGN NT U I PLANNING METAL RIDGE FLASPIN3 TYP. NETAL VALLEY FLASHNO Elavaiute Main Sbdo v PO Sex 303190 Si. Tbomey. 1/10:403 PRE.FINISIYED CORRUGATED 41-42Koutysea6e OALvALUME ROOFING St TbomeLvi0:402 - CONT. RAINWATER GUTTERS This document and the designs contained herein are the sole property of Boschulle fi Design Studio and shall be returned upon request. This document may not be reproduced or cooed in whole or in pan without the wan permission of Boschulle Design Studio. Neither this —EXISTING ROOF NEW ROOF document nor any portion thereof may METALHP FLASHAIO TYP. be used on any other project. —6 -I, Unauthcraed use shall invite a claim for compensation. The use by any person or 6:12—ed firm of this document or any part thereof shall not in anyway subject Boschutte Design Studio to any cost or damages for any error or omission PUMPROOM SHED BELOW contained therein. This drawing may not be used for the purposes of contracting or construction vethoul a stamped. signed, and dated Release Authorization in the title block of this Drawing. I,I\ NEW ROOF 112:12 J PRE.FINISHED CORRUGATED CALOR/14E ROOFING NEW ROOF .. ......... et * cc. AFRO . ea NEW ROOF DRAIN TO CISTERN **I 808011TE i* NEW FLUO APPLES o 4,‘ 887A WHITE SILICONE ROOFING AT LOW SLOPE ROOF 6:1 -.:0 ••••••—•-•.443 t..- • 6:1 se cm.....!A.... t,.., PRE.FINISHED No. oncdP en Oda CORRUGATED CALVALUNE ROOFING EXISTING ROOF 46 Ca --. EXISTING ROOF --._ CARETAKER'S a COTTAGE HURRICANE 0-0 21 DU% PVC RARMATER LEADER TO CISTERN REPAIRS AND PRE•FINISHED ► INDICATES DIRECTION OF DRANAGE PVC CA &COE ADDITION CCORUGAIED GALVAUJRIE RCOINNO PARCEL NO. A-REMAINDER & A-2 GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. ST. THOMAS. U.S. VIRGIN ISLANDS 1 ROOF PLAN ROOF AREA PROPOSED ROOF ROOF AREA USED FOR CATCHMENT . 1.449 SF 1/4" = V-0" PLAN CISTERN CAPACITY REQUIRED 14.490 GAL pew.. 2019.001.01 ACTUAL CISTERN CAPACITY 15.942 GAL OM 03-27-2019 DAWal by BJS midway JTB A102 Seale As indicated EFTA00798258 IC R OSCHULTE I ilifs7Int DEN INN tl TUGIU PLANNING easituteDetmn $bdo PO em 303190 EXISTING ROOF 24 GA PREFINISHED Si Moms,. vi0M03 CORRUGRATED METAL ROOF PANELING 41-42Keetis Oat* Si Moen viOte02 5" CONT. METAL GUTTER TYP EXISTING SHED ROOF This document and the designs contained herein are the sole property of Boschulle WINDOW PER Design Studio and shall be returned upon PAINTED LAPBOARD SIDING SCHEDULE TYP. request. This document may not be reproduced or coped n whole or n pan • without the wmten permission of Boschulte Design Studio. Neither this NEW WOODEN RAILING PER IRC REQUIREMENTS • document nor any portion thereof may be used on any other project. UnauMaized use shall invite a claim for compensation. The use by any person or firm of this document or any part thereof shall not in anyway subject Boschulte Design Studio to any cost or damages for any error or omission contained therein. This drawing may not be used for the purposes of contracting or construction nehout a stamped. EXISTING SHED signed. and dated Release Authorization 1 EAST ELEVATION in the title block of this Drawing. 1/4" = 1-0" ot : FRe B•48 •.:40s4: ..... cc * BOS69 CBULTE : * 7A : .. re - .1 4a • se.. 17801W 0:•`.. EXISTING ROOF 24 GA PREFINISHED ei cesinsoon Os. CORRUGRATED METAL ROOF PANELING 5' CONT. METAL GUTTER TYP EXISTING ROOF WINDOW PER SCHEDULE TYP. PAINTED LAPBOARD SIDING --. WOOD TRIM --._ DOOR PER SCHEUDLE JJ CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER 8 A-2 NORTH ELEVATION GREAT ST. JAMES ISLAND 2 NO. 6A RED HOOK OTR. 1/4" = 11-0" ST. THOMAS, U.S. VIRGIN ISLANDS ELEVATIONS Propcimoat 2019.001.01 Doi. 09-27-2019 Dino es BJS cheesedby JTB A201 Seale VC V0 EFTA00798259 C R OSCHULTE I =Int DEN INN TUGIO PLANNING Basetute Donn SW* PO 89.<303190 Si. Themes. VI00003 24 GA PREFINISHED 41-92Kcessere Cade CORRUGATED METAL Si. Thema. VI 0:002 EXISTING ROOF PANELING ROOF — — 5" CONT. METAL GUTTER TYP. EXISTING ROOF This document and the designs contained herein are the sole property of Boschulle Design Studio and shall be returned upon request. This document may not be BEDROOM P TO T: reproduced or cooed in whole or in pan WOOD TRIM without the wan permission of 'LIVING TOP PLATE 9 W2' 4 Boschutte Design Studio. Neither this document nor any portion thereof may be used on any other project. PAINTED DOOR PER Unauthorized use shall invite a claim for LAPBOARD SIDING • SCHEDULE TYP. compensation. The use by any person or firm of this document or any part NEW 36" HIGH thereof shall not in anyway subject WOODEN RAILING EXISTING RAILING Boschutte Design Studio to any coal or TO MATCH EXISTING damages for any error or omission contained therein. This drawing may not BEDROOM al be used for the purposes of contracting /0*- 3 1/2" "Jr or construction vethoul a stamped. signed, and dated Release Authorization in the elle block of this Drawing. First Floor_drm , 0' -0 AP 1 SOUTH ELEVATION 1/4" = l'-0" .0........... O18 AR ... te cc . JEFFREY . .4 * 1 80801ULTE i * A 887A it ....P '',........., 41.... \Ng Or ..... An . No. Ducelpeon Oda EXISTING ROOF NEW 6X6 WOOD POST EXISTING ROOF WINDOW PER SCHEDULE TYP. DOOR PER PAINTED SCHEDULE TYP. LAPBOARD SIDING CARETAKER'S EXISTING RAILING COTTAGE WOOD TRIM II HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & A-2 GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. WEST ELEVATION ST. THOMAS. U.S. VIRGIN ISLANDS 2 1/4" = 1'-0" ELEVATIONS emporia « 2019.001.01 Om 03-27-2019 Omen by BJS Checked by JIB A202 Seale VC l'-0" EFTA00798260 IC ROSCHULTE I .1,37int: DEN ION &ITU WO PLANNING 3 1_1 A5012 BEDROOM TOP PLATE ElasttuteDeGan SW* PO Bo( 303190 - s-tir \ff Si. Thema. viOC003 4142KcevereGa60 ROOF LEVEL Si. items. viOCO02 ler-cr \ Or r.501 LIVING TOP PLATE ir - 9 1/2" F"tnt .,..a -r This document and the designs contained herein are the sole property of Boschulle Design Studio and shall be returned upon request. This document may not be GRADE UNE reproduced or cooed in whole or in pan BEDROOM Au without the wan permission of - 3 1/2' Boschutte Design Studio. Neither this /WING ROOM . _% document nor any portion thereof may be used on any other project. Unauthorized use shall invite a claim for • 4.1— \FOUNDATION compensation. The use by any person or firm of this document or any part thereof shall not in anyway subject EXISTING CISTERN Boschutte Design Studio to any cost or BEYOND damages for any error or omission contained therein. This drawing may not be used for the purposes of contracting or construction vethoul a stamped. CISTERN signed. and dated Release Authorization $-0 V in the title block of this Drawing. <3,1 1 BUILDING SECTION AA 1/4" = 1,-0" : ,.,tome losnAI''......*:. * Biarelitte ff * se.. PROIN 0 .•... No. Description Dale BEDROOM TOP PLATE /10 - 511r r 'ROOF LEVEL A 10* - r LIVING TOP PLATE a - 9 1/r r --. BEDROOM a --._ 0' • 3 1,'2' P LIVING ROOM AL FOUNDATION r CARETAKER'S 0 . COTTAGE HURRICANE *502 EXISTING CISTERN BEYOND REPAIRS AND CISTERN a g.0• P ADDITION PARCEL NO. A-REMAINDER & A-2 GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. ST. THOMAS. U.S. VIRGIN ISLANDS BUILDING SECTIONS Propeiranbat 2019.001.01 ON. 03-27-2019 BUILDING SECTION BB Num bir BJS 2 Cheekedby JIB 1/4" = 1'-0" A301 Seale 1/4e V-IY EFTA00798261 C= ROSCHULTF OE litCM liTUff mom PLANNINd Door Schedule Details Finish Door / I- I Number Door Type Door Size Level Family and Type Head Jamb Sill Comments Basetute Donn SW* PO 89.<303190 Si. Moms,. w00903 S 8 2/ x 80' LNII4G ROOM Single-Flush1: 21' x 80' 101-A 01 71 I/2"x 79 1/2' Fist Floor Door-Sliding-Pella-Patio-2 Panel-350 Series: 71 DT x 7912' 41-22Kovers Cade to Si. Thema. viOC.02 101-B 01 71 ler x 791/2' LNIIVG ROOM Door-Sliding-Pella-Patio-2_Panel-350 Series: 71 1,2" x 7912' 101-C 01 71 itrx 79 1/2' LIVII•iG ROOM Door-Sliding-Pella-Patio-2_Panel-350 Series: 71 1,2" x 7912' r:. 101-0 01 7112' x 7911r LIVIIiJG ROOM Door-Sliding-Pella-Patio-2_Panel-350 Series: 71 1,2" x 79112" 103 02 30' x 84' 2 LIVII4G ROOM Single-Flushl :30" x 84' 2 This document and the designs contained 104-A 03 48' x 80' Fist Floor Door-Opening: 48' x 80" herein are the sole property of Boschulle 10443 01 71 I/2"x 79 1/2' Flat Floor Door-Sliding-Pella-Patio-2_Panel-350 Series: 71 1/2" x 79112" Design Studio and shall be returned upon 105 04 30' x 80' Fret Floor Single-Flush1: 30' x 80' request. The document may not be 106-A 05 36' x 84' Fist Floor Single-Flush:36" x 81' (02) On) reproduced or coped in whole or in pan 106-B 06 36' x 80' Fist Floor Single-Flush!: 36' x 80' without the written permission of - I- 0' Boschutte Design Studio. Neither this 106-C 12 96' x 79 lir 2 BEDROOM Door-Sliding-Pella-Patio-2 Panel-350 Series: 96' x 79112' 2 -c document nor any potion thereof may 107 02 30'x84'2 BEDROOM Single-Flushl :30" x 84' 2 be used on any other project. ‘7• 108 04 30" x 80" •BE ROOM Single-Flush1: 30' x 80' Unauthorized use shall invite a claim for 110 04 30' x 80' Fist Floor Single-Flush1: rin x 80' compensation. The use by any person or firm of this document or any part thereof shall not in anyway subject NOTE: ALL EXTERIOR GLASS DOORS TO HAVE b Boschulte Design Studio to any cost or damages for any error or omission contained therein. This drawing may not ROLL DOWN SHUTTERS F: be used for the purposes of contracting or construction without a stamped. signed, and dated Release Authorization in the title block of this Drawing. Room Schedule Floor Wall Nutter Name Area Count Level Finish FIrish 101 DECK 1 405 SF First Floor .. ......... 102 LIVING ROOM 423 SF First Floor /on AR ... 103 KITCHEN 126 SF First Floor 101 CORRIDOR 158 SF First Floor et 105 POWDER 54 SF First Floor e . MEW . c2.t *I e0SalULTE 1* E ROOM t ots: ei:B liA is.c..c::4 :: 106 BEDROOM 180 SF First Floor 107 CLOSET 41 SF First Floor 108 BATHROOM 159 SF First Floor 109 LAUNDRY 69 SF First Floor 110 DECK 2 174 SF First Floor los oieripein Wiz 110 PANTRY 27 SF First Floor 111 PUMP ROOM 17 SF First Floor Grand total 12 1733 SF 2' • 111er CARETAKER'S Window Schedule COTTAGE Size Type Mark Width Height Type Comments HURRICANE b REPAIRS AND 09 121- 11 4' - 112' Wriclow-Single_Hung-Peth-350_Senee ;.9 ADDITION NOTE: WINDOWS TO HAVE ROLL DOWN SHUTTERS PARCEL NO. A-REMAINDER & A-2 GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. ST. THOMAS. U.S. VIRGIN ISLANDS SCHEDULES 09J pew.. 2016001.01 bolo 03-27-2019 Wart by B.JS checked by JIB A400 Sew As indicated EFTA00798262 TRUSSES.RAF TEAS RAFTERS. SEE APPENDIX FOR TYPE. GRADE. AND — SPACING ROSCHULTE OEN INN tl TOOIO I =Alt PLANNING LOAD VALUES FOR STRAPS INSTALLED DIAGONALLY SHALL BE DETERMINED BY THE ENGINEER OF RECORD RAFTER TIE SEE SHEET EDGE NAIL Vx BLOCKING AT SIMPSON AT DBL DOUBLE TOP PLATE LSTA21 TOP-PL BETWEEN EACH RAFTER MITEK.USP LSTA21 SINGLE STRAP APPUCATION Elosttute Devon SW* HEADER BEAM SIMPSON PO Bea 303190 KING STUDS AT OPENING LSTA 21 (MULTIPLE STRAPS MAY BE St Thomas. VI 09403 MITEK-USP REQUIRED PER DESIGN) 41-12 Keepers GLOP LSTA21 St Thomas. VI 09.02 DOUBLE TOP PLATE EDGE NAIL JACK STUDS \ ' .-- ‘AT BLOCKING This document and the designs contained herein are the sole property of Boschuhe WALL FRAMING Design Studio and shall be returned upon WINDOW SILL request. This document may not be EDGE NAIL NOTE: ALL WOOD AT SILL PLATE reproduced or cooed in whole or in pad COMPONENTS without the written permission of SHALL BE PRESSURE 2'x BLOCKING AT Boschulte Design Studio. Neither this APA RATED STRUCTURAL document nor any portion thereof may TREATED ALL PANEL EDGES WALL SHEATHING be used on any other project. Unauthorized use shall invite a claim for SEE HOLDOWN compensation. The use by any person or EXP. B KO a 1.0 PANEL SCHEDULE REQUIREMENTS firm of this document or any part PANEL NAIL EDGE NAIL INTERIOR/VOL PANEL ON SHEET thereof shall not in anyway subject THICKNESS TYPE SPACNG SPAONG APPLICATION Boschulte Design Studio to any coal or EX1ERIOR FACE CF damages for any error or omission 100 2VO.C. WOG contained therein. This drawing may not SLAB ON GRADE WALL FRAMNO SIMP be used for the purposes of contracting LSTHDB EDGE NAIL AT SILL PLATE or construction without a stamped. MITBC-USP EXP. B Km • IAA EXP. B. Km • 20 (MRII• WW1PNIEL SCHEDULE PANEL signed. and dated Release Authorization LSTAD6 NAIL EDGE NAIL INTERIOR NMI PANEL EDGES. STAGGER in the elle block of this Drawing. SILL PLATE PANEL JOINTS I _THickNEss TYPE SPACING SPACING I APPLICATION NOTE: ALL W000 COMPONENTS SIM '41 100 2 V O.C. W O.C. SHALL BE PRESSURE TREATED EXTERIOR & INTER co SRI FOUNDATION FACE OF WALL pArrecusPII FRMINO SILL PLATE ANCHORS SPT4 INTERIOR SHEATING ONLY REQUIRED AT FIRST FLOOR LEVEL STRUCTURAL WALL SHEATHING - CONTRACTOR OPTION: EPDXY DOWEL OR SIMPSON NOTES: TITEN HD ANCHORS 1. WALL PANEL BASIS OF DESIGN A. MEAN ROOF HEIGHT ILIRM • 30'.0' MAX .- 1 WOOD WALL OPENING B. MAX WALL HEIGHT FOR 2-STORY STRUCTURE -9%6' C. MAX. ROOF PITCH • 12112 (ROOF ANGLE • 45 DEGREES) D. MAX [WADING LENGTH. 5 2'0' 1 1/2" = V-13" E. MN USEABLE SHEAR WALL LENGTH MALL LEN3TH.VINI OPENINGS) PER SIDE 2.4*-0* F. MN( USEABLE SHEAR WALL ASPECT RATIOS (Kb) SHALL BE 3.S.1. (HEIGHT: WIDTHSI G WALL FRAMING (WALL STUDS AAO RATES) SHALL BE SOUlltEftN PINE Cfl DOUGLIS.FIR.LAACH WITH AN. NOMINAL THICKNESSCV 2 INCHES. * 8°S . .CT LTE * 2. INTERIOR SHEAR WASSAPE NOT CONSIDERED IN se;•178C IN O. , 3. FOR TWO-STORY STRUCTURES LOCATED INEXPOSURE B Ez1• 2.0. PROVIDE REINFORCED IMSONRY WALL CONSTRUCTION. Caunpoon Dab STRUCTURAL WALL SHEATHING DETAIL 2 1 1/2" = 11-0" PAINTED LAP BOARD SIDING --. CARETAKER'S 314 EXTERIOR RATED PLYWOOD COTTAGE WITH BUILDING WRAP HURRICANE REPAIRS AND GLASS FIBER INSULATION ADDITION snr GYPSUM WALLBOARD PARCEL NO. A-REMAINDER /1 A-2 GREAT ST. JAMES ISLAND NO. 6A RED HOOK QTR. ST. THOMAS, U.S. VIRGIN ISLANDS 2 X 6 STUDS O16' OR 24" O.C. DETAILS PrO)K1MON 2019.001.01 APA RATED EXTERIOR SIDING DNA 03-27-2019 Dncn er B.JS DETAIL cheesed by J.T.B 4 1 1/2" = 11-0" A501 Seale 1 117 1'O EFTA00798263 PLATE ROSCHOLTE DEG ION &ITU WO I .1 47e31: PLANNING SEE SLAB PLANFOR REINFORCEMENT STUD REINFORCED CONCRETE SLAB POLVETHAENE GRADE VAPORBARRIERUNDER SUBOHGRADE VP. AX CORSI It O.C. VIM STUD 94 BASSOON'. BeeauteDenn Pixie EOUALLY SPACED PO 09.303190 St Mynah INOCIO3 COMPACT FILL 4142NOrre Cade SL Themes. vIOCIO2 REINFORCED CONCRETE FOOTING / is This document and the designs contained herein are the sole property of Boschuhe WALL FRAMING AT INTERSECTING Design Studio and shall be returned upon request. Ths document may not be PARTITIONS SLAB ON GRADE EDGE DETAIL SLAB EDGE DETAIL AT PORCH reproduced or coped in whole or in pan 1 2 3 without the written permission of Boschulte Design Studio. Neither this 1" = 11-0" 1 1/2" = V-0" 1 1/2" = V-0" document nor any portion thereof may be used on any other project. Unauthceized use shire invite a claim for compensation. The use by any person or firm of this document or any part EXTERIOR FINISH APPROVED SIDING thereof shall not in anyway subject 6 x6. POST WALL FRAMING Boschutte Design Studio to any cost or damages for any error or omission STRUCTURAL contained therein. This drawing may not 94 BENT BAR AT 24' CC WALL ANCHORAGE WALL SHEATHING be used for the purposes of contracting EXTENDED 2%6- INTO SLAB or construction Milian a stamped. - SIMPSON HD STUD PLATE TIE signed, and dated Release Authorization HOLDOWN HORIZONTALCONT REINFORCED in the title block of this Drawing. OR MITEK-USP TO CONCRETE SLAB SILL PLATE WATER PROVIDE PRE-DRILLED BARRIER PILOT HOLE FOR LAG PLACEMENT WITH GRADE SILL PLATE CONSTRUCTION ADHESIVE IN PILOT HOLE AND LAG VAPOR BARRIER PLACED IN WET ADHESIVE. TYPICAL. 2x6 WOOD 5/8' 0 8' BOLT EPDXY REINFORCED STUD OR .. ......... ANCHORED IN SLAB CONCRETE 6x6 WOOD FOOTING COLUMN COMPACT FILL FOUNDATION e cc JEFFREY a..., * 1 80SCHULTE i * e N . 087A ;0.------4.413 -• TYPICAL MONOLITHIC FOUNDATION ..;*..................... 6x6 WOOD COLUMN DETAIL DETAIL No. Oncelpion ON. THERIAAFIBER INSULATION \ 5 6 1 1/2" = V-0" 1 1/2" = l'-0" SHEETROCK BRAND GYPSUM PANEL 4x4. POST WALL FRAMING CORNER DETAIL WOOD FRAME - WALL FINISH BOTH 4 311 = l'-0" SIMPSON ABU OR SIDES EM LISP PAU HOLD DOWN REINFORCED WALL ANCHORAGE fr STUD PLATE TIE CARETAKER'S 2x6 SILL PLATE FOLPIDATON CONCRETE SLAB SILL PLATE COTTAGE A / HURRICANE REPAIRS AND L lc ADDITION VAPOR BARRIER ... .; 1 PARCEL NO. A-REMAINDER 8 A-2 e GREAT ST. JAMES ISLAND NO. 6A RED HOOK QTR. INTERIOR REINF. CONE ST. THOMAS, U.S. VIRGIN ISLANDS FOUNDATION L ANCHOR 4X4 WOOD COLUMN AT PORCH COMPACT FILL / STRIP FOOTING WALL BOLT DETAIL TYPICAL INTERIOR STRIP FOOTING DETAILS GRADE LINE 8 9 1 1/2" = V-0" 1 1/2" = 1'-0" Pawnnabs, 2019.001.01 Dolo 03-27-2019 Num by B.JS checked by J.T.B ANCHORAGE OF SILL TO FDN WALL 3/4" = 1'-0" A502 Seale As indicated EFTA00798264 RIDGE STRAPS AT EACH RAFTER STRUCTURAL RIDGE BEAM METAL RIDGE CAP FLASHING ROSCHULTE I .167:f NI FACEMOUNT HANGER W., DEN ION UT u DIU PLANNING SLOPED SEAT AT EACH RAFTER RAFTER PRE.FNSHEO %CAL PANEL ROOFNCI /It STRUCTURAL 24 FUROR AT RIDGE HIP BEAM STAPSON PASTA 36 STRAP i ..— PRE NOU)ED NEOPRENE OVER EACH RAFTER TYP. CLOSUIE STFUP No LB. FELT PAPER 224 PUMAS — ETCMIR.. 024'0.0. PLYWOOD DECKING Oftttutt.Donn StAie PO BAG WHO St Thomas. VI 0403 JACK RAFTER 4142k/re Cade St Themes. VI 0402 FACEMOUNT HANGER W/ SLOPED/ SKEWED SEAT AT EACH JACK RAFTER ROLE BEAM: SEE ROOF tenet FRPAAN3 PLAN FOR SITE W000 RAFTER: SEE ROOF STRUCTURAL STRUCTURAL FRAJAING PLAN FOR SQE This document and the designs contained RIDGE SUPPORT HIP BEAM herein are the sole property of Boschulle Design Studio and shall be returned upon request. This document may not be reproduced or copied in whole or in pan without the written permission of HIP RAFTER ROOF FRAMING RIDGE DETAIL TYP. Boschulte Design Studio. Neither this document nor any portion thereof may 3 be used on any other project. 1 1/2" = 11-0" Unauthorized use shall invite a claim for compensation. The use by any person or firm of this document or any part thereof shall not in anyway subject Boschulte Design Studio to any cost or FACEMOUNT HANGER W damages for any error or omission SLOPED SEAT AT EACH contained therein. This drawing may not JACK RAFTER TO be used for the purposes of contracting STRUCTJAL RIDGE BEAM RIDGE BEAM or construction whhotrt a stamped. signed. and dated Release Authorization in the tide block of this Drawing. JACK RAFTER STRUCTURAL ......... . 00 AA . .• FACEMOUNT HANGER W/ VALLEY BEAM ...., SLOPED/SKEWED SEAT a AT EACH JACK RAFTER 44 . JEFFREY . .4 TO VALLEY BEAM * 1 80801178 i * VALLEY RAFTER ROOF FRAMING 4 N . 887A ./ 03 \/8 .6 10"." ..... n .i.... No. Oncelpion DNA 1 TYPICAL HIP ROOF FRAMING 1 1/2" = 11-0" CORRUGATED METAL ROOF PANEL CORRUGATED METAL ROOF PANEL STRUCTURAL ROOF SHEATHING STRUCTURAL ROOF SHEATHING 2'x BLOCKING RAFTER TIE 2x4 PURLINS 2x4 PURLINS EDGE ATTLQUENT RAFTER BRG. EDGE ATTarad,ENT CARETAKER'S RAFTER BAG PATTERN AT PATTERN AT EL. SEE ELEV. DOUBLE CONT FASCIA BOARD COTTAGE EL. SEE SECTION CONT FASCIA BOARD TOP PLATE HURRICANE DOUBLE TOP PLATE REPAIRS AND PVC DOWNSPOUT TO TYP. 5* DIA. HALF.ROUND PVC GUTTER CISTERN: CONNECT TO ADDITION STUD PLATE RAINWATER LEADER ON TIE. EXTERIOR OF STUD WALL PARCEL NO. A-REMAINDER & A-2 (SEE ROOF PLAN FOR GREAT ST. JAMES ISLAND LOCATIONOF DOWNSPOUTS.) NO. 6A RED HOOK QTR. WOOD FRAMED WALL ST. THOMAS, U.S. VIRGIN ISLANDS WOOD FRAMED WALL STRUCTURAL WALL FASCIA BOARD SHEATHING FASCIA BOARD ROOF DETAILS NOTE: ALL WOOD COMPONENTS NOTE: ALL WOOD COMPONENTS SHALL BE PRESSURE TREATED. SHALL BE PRESSURE TREATED. Prgocirambat 2019.001.01 Pm 03-27-2019 RAFTER BEARING AT WOOD FRAMED TYPICAL RAINWATER DOWNSPOUT Drto4 by B.J.S J.T.B checked by WALL DETAIL 5 6 A503 Seale As indicated EFTA00798265 ROSCHULTE I =Int DEN INN !ITU WO PLANNING --- Elautute Damn Sot* B St Thomas. VI tC803 41-12 Servers Gab, St Thomas. VI 00902 n riAlth G This document and the designs contained herein are the sole property of Boschulle Design Studio and shall be returned upon request. This document may not be reproduced or cooed in whole or n pan without the written permission of Boschutte Design Studio. Neither this document nor any portion thereof may be used on any other project. Unauthorized use shall invite a claim for _J compensation. The use by any person or firm of this document or any part thereof shall not in anyway subject Boschulte Design Studio to any cost or damages for any error or omission contained therein. This drawing may not be used for the purposes of contracting or construction without a stamped. signed, and dated Release Authorization in the title block of this Drawing. 1 PERSPECTIVE 01 ee JEFFREY .1-1. * i B0SCHULTE i* . WA • ./ .4 2 ;fiecirts`.." ---------- 110. Dasencaion Data n ~iAl +MI MP --. --'— Jill TI SI CARETAKER'S lE COTTAGE HURRICANE REPAIRS AND ADDITION I LU PARCEL NO. A-REMAINDER & A-2 GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. ST. THOMAS. U.S. VIRGIN ISLANDS PERSPECTIVES PERSPECTIVE 02 Propcmosest 2019.001.01 2 Dojo 03-27-2019 Num by B.JS checkedby J.T.B A901 Seale EFTA00798266 ROSCHULTE I =int DEMING tl TDDID PLANNING ......... Elasttute Devon Slote PO 04.<303190 Si. Themes. VI OC.03 4142 Kenore Dade Si. Themes. VI 00a02 This document and the designs contained herein are the sole property of Boschulle Design Studio and shall be returned upon request. This document may not be reproduced or cooed in whole or in pan without the wan permission of Boschutte Design Studio. Neither this document nor any portion thereof may be used on any other project. Unauthorized use shall invite a claim for compensation. The use by any person or firm of this document or any part thereof shall not in anyway subject Boschutte Design Studio to any cost or damages for any error or omission contained therein. Ins drawing may not be used for the purposes of contracting or construction vethoul a stamped. signed. and dated Release Authorization in the title block of this Drawing. 1 PERSPECTIVE 03 •• c. JEFFREY \ 14":4" * i 8°Sar I * er/RCIII 0:••• N. Descrip0on Gas —._ CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & A-2 LU GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. ST. THOMAS. U.S. VIRGIN ISLANDS PERSPECTIVE 04 PERSPECTIVES 2 Rapti combat 2019.001.01 Ilan 03-27-2019 Num by BJS ChOCINGbY JTB A902 Seale EFTA00798267 2r4• II CONT.CAST-PlitACE CONCRETE SPREAD POSTING NP. C ROSCHULTF OLEickuTuDio I reflUal PLANNING — STORAGE/ UNDRY POWDER H ICI • 1 12 ROOM 6.1 0' • 6 yr 71,..`cSrrr- EbsetuteDonn Sbdo PO Sex 303190 ' CORRIDOR St Domes. VI 09003 6* CONCRETE SLAB OH GRADE WITH Al REIMS .0% oc o -T2 Keepers Cade b BOTHWAYS TYP St Domes. VI 09002 ViIPPAIT IctmAir This document and the designs contained herein are the sole property of Boschulle Design Studio and shall be returned upon request. This document may not be reproduced or cooed in whole or in pan without the written permission of Boschutte Design Studio. Neither this document nor any portion thereof may be used on any other project. Unauthorized use shall invite a claim for compensation. The use by any person or firm of this document or any part thereof shall not in anyway subject Boschutte Design Studio to any cost or damages for any error or omission contained therein. This drawing may not be used for the purposes of contracting or construction wit oul a stamped. signed. and dated Release Authorization in the Ste block of this Drawing. .. ........ / I SO AR's. • t? cc. 7E7RIEY . 429 A* 1 80801ULTE i * °\ 887A 14a. se.° ...••••. . •••' Dab FOUNDATION PLAN 1 MATERIAL STRENGTHS FOUNDATION NOTES 1. FOOTINGS AND FOUNDATIONS SHALL BE SUPPORTED ON 8. CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE CONCRETE: COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS UNDISTURBED NATURAL SOILS OR ENGINEERED FILL FILL SOILS THAT THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A CARETAKER'S REINFORCEMENT STEEL: GRADE 60 (YIELD STRENGTH . 60 KSI) SUPPORT FOOTINGS AND FOUNDATIONS SHALL BE COMPACTED 95% MIN. MINIMUM OF 6 INCHES. COTTAGE 9. BACKFILL SHALL NOT BE PLACED AGAINST A FOUNDATION WALL UNTIL 2. FINISHED GRADED SURFACES SHALL DRAIN WATER AWAY FROM THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO HURRICANE DRAWING NOTES FOUNDATION WALLS. THE FLOOR ABOVE. OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL REPAIRS AND 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 PSI. 10. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60 ADDITION I. ALL DIMENSIONS SHOWN SHALL BE FIELD VERIFIED KSI (GRADE 60). VERTICAL AND HORIZONTAL WALL REINFORCEMENTS FOR ACCURACY. 4. MATERIALS USED TO PRODUCE CONCRETE SHALL COMPLY WITH ACI SHALL BE PLACED NO CLOSER TO THE OUTSIDE FACE OF THE WALL PARCEL NO. A-REMAINDER & A-2 318. THAN ONE-HALF THE WALL THICKNESS. STEEL REINFORCEMENT FOR GREAT ST. JAMES ISLAND FOUNDATION WALLS SHALL HAVE CONCRETE COVER IN ACCORDANCE NO. 6A RED HOOK OTR. S. BOTTOM REINFORCEMENT IN FOOTINGS SHALL BE LOCATED A WITH ACI 318. ST. THOMAS. U.S. VIRGIN ISLANDS MINIMUM OF 3 INCHES CLEAR FROM THE BOTTOM OF THE FOOTING. 11. DRAINS SHALL BE PROVIDED AROUND ALL CONCRETE OR MASONRY 6. ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12 INCHES FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR FOUNDATION PLAN BELOW THE UNDISTURBED GROUND. USABLE SPACES LOCATED BELOW GRADE. DRAINAGE TILES. GRAVEL OR CRUSHED STONE DRAINS. PERFORATED PIPE OR OTHER 7. THE TOP SURFACE OF THE FOOTINGS SHALL BE LEVEL THE BOTTOM APPROVED SYSTEMS OR MATERIALS SHALL BE INSTALLED AT OR Propel combat 2019.001.01 SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING ONE BELOW THE AREA TO BE PROTECTED AND SHALL DISCHARGE BY Dap 03-27-2019 UNIT VERTICAL IN 10 UNITS HORIZONTAL FOOTINGS SHALL BE GRAVITY OR MECHANICAL MEANS. STEPPED WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF Db00 by B.JS THE TOP SURFACE OF THE FOOTINGS OR WHERE THE SLOPE OF THE 12. FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE one:hear J.T.B BOTTOM SURFACE OF THE FOOTINGS WILL EXCEED ONE UNIT OR USABLE SPACES LOCATED BELOW GRADE SHALL BE VERTICAL IN TEN UNITS HORIZONTAL. WATERPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. S100 Scab As indicated EFTA00798268 it RAFTER SEE ROOF MING PLAN FOR SIZE EXISTING ROOF I I I C ROSCHULTE ,oninco+ DESIGN PIT u I PLANNING 7 3X6 C4) 51W THROUGH RAFTERS 24 O.C. BOLTS AT EACH LEG TYP. 3X10 RIDGE BEAM t HIP RAFTER SEE J L FRAMING PLAN 3 iI Elasttute Devon Sbdo FOR SIZE L Txratrir STEEL PO Box 303190 St Thomas. VIGGO& 3X6 WOOD ANGLE BOTH SIDES WITH .24 O.C. THROUGH BOLTS AS 41-42 Kowere Gaits SHOWN St Thomas. VIGGO& 1 3X6 WOOD SIMPSON MTSA RA S. 24" O.C. f 1. POF . RAFTER SEE FRAMING PLAN FOR SIZE STRAP OVER EACH RAFTER TYP. This document and the designs contained herein are the sole property of Boschulle 3"Ilk WOOD 11 Design Studio and shall be returned upon request. This document may not be reproduced or cooed in whole or in pan RA S®24'0 C. without the wan permission of Boschutte Design Studio. Neither this (2)316' DIAMETER 6" document nor any portion thereof may LONG HOT-DIPPED be used on any other project. GALVANIZED Unauthorized use shall invite a claim for COUNTERSUNK AND compensation. The use by any person or M. RIDGE BEAM CAULKED LAG BOLTS firm of this document or any part SEE ROOF FRAMING EACH RAFTER TYP. thereof shall not in anyway subject PLAN FOR SIZED Boschulle Design Studio to any cost or damages for any error or omission contained therein. This drawing may not be used for the purposes of contracting ROOF FRAMING CONNECTION or construction Mthoul a stamped. signed, and dated Release Authorization DETAIL in the title block of this Drawing. 2 1" = l'-0" EXISTING ROOF RAFTERS SUPPORTED ON STUD WALL .. ......... ee rt~i JEMMY el * 1 808011TE i * EXISTING RAFTERS A 887A it : 41 ••••........., i tfee \kiln Or ..... A ... SIMPSON HIOA (HI. H14 IS. outdo= Dala SIMILAR) SIMPSON HGAIOKT NOTE: AU. WOOD COMPONENTS MITEK-USP SHALL BE PRESSURE TREATED. 1 ROOF FRAMING PLAN HGAIOKT 1/4" = 11-0" RAFTER CONNECTORS 3 1 1/2" = V-0" --. ROOFING SCHEDULE ITEM DESCRIPTOR BRNO MODEL SSE SPACING REIANIXS ROOF CSOING PLYWOOD 55. CARETAKER'S RODFNEI FELT ROOFTO FELT PAPER 304 LAY FELT PARALLEL TO THE EAVES WITH A 2 INCH END LAP HALED OVERLAP (2) COTTAGE SUFFCENTLY TO HOLD IN PLACE LAP 2 INCHKIRIZONTAL PRO 6 INCH VERTICAL MN. CORRUGATIONS TYP. DIRECTION OF PREVAILING WINDS SHEET METAL SCREWS HURRICANE PURLINS floor PRESSURE TREATEOLINEIER PRE.FINISHED CORRUGATED 24 24'0.C. MN. OVERLAP1WO I OVEPLAP SI THE ORECTON OF METAL ROOFING PANELS - TYP. EVERY OTHER CORRUGATION TYP. REPAIRS AND FIELD APPLIED EAVE. RIDGE. HIP. METAL PANEL ROOFNO PRESSURE TREATED MOWER OA. 24 CORRUGATONSMN MVP/LINO WINDS TYPICAL 30a ROOFING FELT BUTYL SEA ADDITION F a VALLEY PURLNS WEAL CAP NAVAHO ROOF DECK TO PRE.FINt3NED METAL HASHING MGSHANK RULE MAZE DOUBLE HOT. 26GO. MIN 7.10d 14' WOE MINIMUM 2 PER PLAN( OVER EACH 'PH:NAILS FOR PARCEL NO. A-REMAINDER & A-2 GREAT ST. JAMES ISLAND RAFTER CONNECTOR MAKS OPPEOGN.V. RAFTER ECIMLLYSPACED PRESSURETREATED LUMBER NO. 6A RED HOOK OTR. STOAMOUARD NAAS /" 1 ST. THOMAS. U.S. VIRGIN ISLANDS PURLNS TO RAFTER RING SHANK NAILS MAZE MALE HOT. S.400 2 PER PURLN OVER EACH HAILS FOR ROOF DECKING NOTE: ROOFING CONNECTOR RALE DIPPED GALV. RAFTER ECUALLY SPACED PRESSURETREATED LUMBER SCREWS SPACED AT STORMGUARD NAAS ROOFNO TO Platt SELF-TAPPINO SHEET METAL ATLAS BOLT CMSON STEEL //l4x2.ift EVERY CORRUGATION AT ALL PAE.FV6IIED HD/AGONY MAD RAFTERS PER ROOF PLAN EVERY CORRUGATION AT AU. RIDGES. EAVES. ROOF FRAMING SCREWS & SCREW CO. 003 MEO4 RIDGES.EAVES. GABLES. WITH BONDED EPDM WASHER CONNECTOR ZNC COATED HIPS. MID VALLEYS; EVERY OTHER CORRUGATION GABLES. HIPS AND VALLEYS. PLAN ELSEWHERE Roodmaw 2019.001.01 H.A94N3 TO SELF.TAPPNG SHEET METAL ATLAS BOLT CARBON STEEL FINDS? 6- O.C.MN PFEWNEHED HOCACONAL MAD Dam 03-27-2019 PURLINS SCREWS & SCREW CO. CMG MECH. ZNC °DATED WITH BONDED EPOM WASHER Metal Panel Roofing Typ. Connection Doom bir B.JS cheesed by J.T.B Detail 4 1" = l'-0" S201 Seale As indicated EFTA00798269 C ROSCHULTE I .147.1:: DEG INN II TUGIO PLANNING GENERAL ELECTRICAL NOTES WORK NOTES ELECTRICAL LEGEND I. ALL WORK SHALL COMPLY WITH THE V.I. AND NATIONAL ELECTRICAL CODES. I. FROM NEW DWELLING UNIT PANELBOARD ON EACH LEVEL EXTEND SECONDARY FEEDER AND SPARE 2. CONTRACTOR SHALL OBTAIN ALL ELECTRICAL PERMITS REQUIRED FOR THE UNDERGROUND IN TRENCH TO METER BASE AT ELECTRICAL PORTION OF THE JOB. EXISTING METER BANK. INSTALL WARNING MARKER 120, 20 AMP GROUNDED RECEPTACLE RIBBON ALONG ENTIRE LENGTH OF RUN. 3. CONTRACTOR SHALL COORDINATE THE CONNECTION BETWEEN THE EXISTING easetute Devon $bdo UTILITY COMPANY POWER LINES AND THE NEW CONSTRUCTION. 2. AFTER ALL FEEDER CONDUITS HAVE BEEN INSTALLED PO ace 303190 120, 20 AMP GROUNDED RECEPTACLE Si. Moms,. viOte03 lig MINATIONS COMPLETED. ARRANGE FOR MOUNTED 4" ABOVE COUNTERTOP 4. ALL SMOKE DETECTORS SHALL BE HARDWIRED WITH A DEDICATED UNSWITCHED INSPECTION OF CONNECTIONS AND TRENCH si-i2Kenseregeoe 120V POWER SUPPLY WITH BATTERY BACKUP AND SHALL COMPLY WITH THE RIOR TO BACKFILLING AND COMPACTING SOIL. St Thema. viOte02 120, 20 AMP GROUNDED RECEPTACLE W/ INTEGRAL INTERNATIONAL RESIDENTIAL CODE. GFI 3. INSTALL NEW CONDUIT FOR DATA. TELEPHONE. AND GROUND FAULT INTERRUPTING PROTECTION 5. THE CONTRACTOR SHALL INSTALL A SINGLE METTER FOR EACH DWELLING UNIT CABLE TV FROM UTILITY POLE IN COMMON TRENCH AT THE EXISTING METER BANK. WITH POWER FEEDERS BACK TO EACH DWELLING UNIT. WEATHERPROOF 120V GROUND FAULT MARK AND IDENTIFY EACH RUN AT 6FT. INTERVALS AND This document and the designs contained NIP 6. THE FIXTURE SYMBOLS SHOWN ON THE DRAWING ARE GENERIC AND REPRESENT PROVIDE WARNING MARKER RIBBONS ALONG ENTIRE herein are the sole property of Boschulte RECEPTACLE THE TYPE OF LIGHT SOURCE INTENDED FOR USE. THE OWNER SHALL SELECT THE LENGTH OF RUN. Design Studio and shall be returned upon FIXTURES AND COORDINATE THE STYLE. COLOR AND LAMP REQUIREMENTS WITH request. This document may not be THE GENERAL CONTRACTOR. 4. PULL DATA. TELEPHONE, AND CABLE TV CABLES IN reproduced or coped n whole or n pan 240V 1-PHASE 40 AMP. FRESTANDING RANGE OUTLET NEW I-1/2' CONDUIT BACK TO EACH DWELLING without the written permission of 7. PROVIDE ONE 30 GALLON 240V 1-PHASE WATER HEATER FOR EACH DWELLING UNIT TERMINAL BLOCKS FROM UTILITY POLE TO Boschulte Design Studio. Neither this UNIT AT CISTERN LEVEL PUMP ROOM. EACH DWELLING UNIT. document nor any portion thereof may 240V 1-PHASE 30 AMP. WATER ELECTRIC HEATER be used on any other project. Unauthorized use shall invite a claim for OUTLET compensation. The use by any person or 240V 1-PHASE 30 AMP. DRYER OUTLET firm of this document or any part thereof shall not in anyway subject Boschulte Design Studio to any cost or SINGLE POLE, SINGLE THROW LIGHT SWITCH damages for any error or omission contained therein. This drawing may not THREE WAY LIGHT SWITCH be used for the purposes of contracting or construction without a stamped. signed. and dated Release Authorization WALL MOUNTED EXTERIOR WEATHERPROOF LIGHT FIXTURE in the title block of this Drawing. (FLOOD LIGHT TYPE) MOUNTED BELOW ROOF EAVE SMOKE ALARM NOTES IECC GENERAL NOTES CEILING MOUNTED LIGHT 1. SMOKE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE I. THE SUBJECT PROPERTY IS NOT CONDITIONED. ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMAS IN THE INDIVIDUAL UNIT. THERMAL ENVELOPE COMPLIANCE IS EXEMPT. FIXTURE THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE 1'x4' CEILING MOUNTED SURFACE LEVELS WITH ALL INTERVENING DOORS CLOSED. 2. WATER HEATER TYPE IS A SOLAHART MODEL FLUORESCENT LIGHT FIXTURE 302L 80 GALLON CAPAPCITY WITH OG 300 RATING. 2. ALL SMOKE ALARMS SHALL BE LISTED AND ISNTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE INTERNATIONAL RESIDENTIAL CODE AND THE HOUSEHOLD FIRE 3. THE SOLAR WATER HEATER SHALL BE PROVIDED 4 TELEPHONE / WIRED NETWORK JACK WARNING EQUIPMENT PROVISIONS OF NFPA 72. WITH AN AUTOMATICE READILY ACCESSIBLE MANUAL SWITCH THAT CAN TURN OFF THE 0O: l?ffity AR •.:4Os4: 3. IN NEW CONSTRUCTION. THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY HOT-WATER CIRCULATING PUMP WHEN THE ..... TV CABLE TV OUTLET WITH EMPTY CONDUIT PROVISIONS POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SYSTEM IS NOT IN USE. SOURCE. AND WHEN PRIMARY POWER IS INTERRUPTED. SHALL RECEIVE POWER FROM A • cc SMOKE ALARM W/ 120V SUPPLY VOLTAGE BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER 4. THE SOLAR WATER HEATER PIPING IS 314-o AND * BOS69 CRIATE : * THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. SHALL BE INSULATED WITH A MINIMUM 7A : R-3 INSULATION. .. co .1 co • PANEL BOX 5. SEE SHEET E-0 AND E-1 FOR POWER AND ;17801111S?•".. LIGHTING PLANS. CEILING MOUNTED PENDENT TYPE LIGHT GENERAL NOTES 6. RECESSED LUMINAIRE LIGHTS SHALL BE No. Descriplion DMA FIXTURE I. COORDINATE EQUIPMENT ELECTRICAL LOADS WITH OWNER IC.RATED (INSULATED CONTACT). AND A MINIMUM PRIOR TO PURCHASE OF PANELBOARDS AND ASSOCIATED CIRCUIT BREAKERS. OF 75 PERCENT OF THE LAMPS IN THE PERMANENTLY INSTALLED LIGHTING FIXTURES (2) 1x8 FLUORESCENT LIGHT FIXTURE WITH SHALL BE HIGH EFFICIENCY LAMPS OR VALENCE SEE DETAIL 2 SHEET E-1 A MINIMUM OF 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH CEILING FAN WITH LIGHT EFFICIENCY LAMPS. FIXTURE 7. SEE SHEET E-0 ANIYOR E-1 FOR LIGHTING FIXTURE SYMBOLS. WALL MOUNTED LIGHT FIXTURE (WP = WEATHERPROOF) --. --._ I I CEILING MOUNTED LIGHT FIXTURE WITH INTEGRAL EXHAUST EF FAN PRIMARY SERVICE INSTALLATION NOTES PANELBOARD NOTES CARETAKER'S 1. ALL PANELBOARDS SHALL HAVE A COTTAGE RATING NOT LESS THAN THAT OF THE 1. ICAL CONTRACTOR SHALL ARRANGE FOR SUBMISSION OF . APPROVED INSTALLATION DRAWINGS PRIOR TO MINIMUM SERVICE ENTRANCE OR HURRICANE FEEDER CAPACITY REQUIRED FOR NOTE: COMMENCEMENT OF PRIMARY SERVICE WORK. COMPUTED LOAD. REPAIRS AND 2. ELECTRICAL CONTRACTOR SHALL C RDINATE AND SCHEDULE ALL PRIMARY SERVICE TIE-IN WORK WITH 48 HOURS PRIOR TO 2. THE USE OR PURPOSE OF ALL ADDITION JUNCTION OR OUTLET BOX HEIGHTS ARE TO THE COMMENCEMENT OF WORK. PANELBOARD CIRCUITS SHALL BE LEGIBLY MARKED AND IDENTIFIED ON PARCEL NO. A-REMAINDER 8 A-2 CENTER OF THE BOX UNLESS OTHERWISE INDICATED. A CIRCUIT DIRECTORY LOCATED ON GREAT ST. JAMES ISLAND 3. CONTRACTOR SHALL ARRANGE FOR ALL REQUIREDIM) i INSPECTIONS OF PRIMARY SERVICE INSTALLATION AT THEREQUIRED THE FACE OR INSIDE THE DOOR OF NO. 6A RED HOOK QTR. STAGES OF CONSTRUCTION. THE ENCLOSURE. ST. THOMAS, U.S. VIRGIN ISLANDS 4. CONTRACTOR SHALL SECURE AND REFER TO ALL RELATED!. 3. PANELBOARDS SHALL BE PROTECTED PRIMARY SERVICE STANDARDS AND DETAILS AND COMPLY ON THE SUPPLY SIDE BY NOT MORE THAN TWO MAIN CIRCUIT BREAKERS ELECTRICAL NOTES ALL RESPECTS FOR THIS PROJECT (i.e. SS-2. SS-20. 55.27, SS-28. ETC.) OR TWO SETS OF FUSES HAVING A COMBINED RATING NOT GREATER ensonninber 2019.001.01 THAN THAT OF THE PANELBOARD. ma 09-27-2019 Dine es BJS midway JTB E100 Seale As indicated EFTA00798270 C R OSCHULTE I ilifaiglit DEMING IITUGIO PLANNING ELECTRICAL LEGEND Hole HOT ALL sneots Ana OSLO r, onodECT CLOAT OM 120, 20 AMP GROUNDED RECEPTACLE er lea BasttuteDonn $,do 84.<30:3190 4 F 0 120, 20 AMP GROUNDED RECEPTACLE Si. Mmes. VOWS 59 S POWDER Se" ROOM MOUNTED 4" ABOVE COUNTERTOP 41-42KcessereOa6e Si. Mmes. VOWS \S S ljtAUNDRYC\ 0 IC5 120, 20 AMP GROUNDED RECEPTACLE W/ INTEGRAL GFI 4 SF GROUND FAULT INTERRUPTING PROTECTION 1C9 69 SF trIZEISS BEDROOM WEATHERPROOF 120V GROUND FAULT 41- This document and the designs contained 106 WP RECEPTACLE PUMP ROOM herein are the sole property of Boschulle 180 SF o 111 Design Studio and shall be returned upon request. This document may not be 17 SF 240V 1-PHASE 40 AMP. FRESTANDING RANGE OUTLET reproduced or coped in whole or in pan without the wmten permission of SjlEURU:294 Boschulte Design Studio. Neither this le4 240V 1-PHASE 30 AMP. WATER ELECTRIC HEATER document nor any portion thereof may be used on any other project. OUTLET Unauthorized use shall invite a claim for compensation. The use by any person or 240V 1-PHASE 30 AMP. DRYER OUTLET firm of this document or any part thereof shall not in anyway subject SINGLE POLE, SINGLE THROW LIGHT SWITCH Boschulte Design Studio to any cost or DECK 2 KITCHEN damages for any error or omission contained therein. This drawing may not Ito 103 THREE WAY LIGHT SWITCH be used for the purposes of contracting 174 SF or construction without a stamped. 126 SF WALL MOUNTED EXTERIOR WEATHERPROOF LIGHT FIXTURE signed. and dated Release Authorization ti (FLOOD LIGHT TYPE) MOUNTED BELOW ROOF EAVE in the title block of this Drawing. a a CEILING MOUNTED LIGHT a FIXTURE 1'x4' CEILING MOUNTED SURFACE FLUORESCENT LIGHT FIXTURE DECK 1 101 TELEPHONE / WIRED NETWORK JACK 405 SF .....•''''''' ' A;? ''' TV CABLE TV OUTLET WITH EMPTY CONDUIT PROVISIONS ..... . gnt SMOKE ALARM W/ 120V SUPPLY VOLTAGE it JEFFREY 1aa * PANEL BOX < : .68 .7.1.A.I.:TEl tisr .-SCHUI 6i ......... t CEILING MOUNTED PENDENT TYPE LIGHT FIXTURE Ni ossencoon Dab (2) 1x8 FLUORESCENT LIGHT FIXTURE WITH VALENCE SEE DETAIL 2 SHEET E-1 CEILING FAN WITH LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE (WP = 1 PROPOSED ELECTRICAL PLAN WEATHERPROOF) --.. 1/4" = 1'-0" CEILING MOUNTED LIGHT FIXTURE WITH INTEGRAL EXHAUST EF FAN CARETAKER'S COTTAGE HURRICANE NOTE: REPAIRS AND JUNCTION OR OUTLET BOX HEIGHTS ARE TO THE ADDITION CENTER OF THE BOX UNLESS OTHERWISE INDICATED. PARCEL NO. A-REMAINDER 8 A-2 GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. ST. THOMAS. U.S. VIRGIN ISLANDS PROPOSED ELECTRICAL PLAN Froficecrnece 2019.001.01 DAN 03.27.2O19 Once by BJS Checked by JTB E101 Seale As indicated EFTA00798271 ROSCHULTE DEN INN tl TUIID I .1 67Alt, PLANNING CLOTHES DRYER EXHAUST NOTES LAVATORY NOTES I. LAVATORIES SHALL CONFORM TO AMERICAN SOCIETY OF DRAWING LEGEND 1. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF ALL MECHANICAL ENGINEERS ASME 11119.2 (VITREOUS CHINA OTHER SYSTEMS, SHALL CONVEY MOISTURE TO THE OUTDOORS PLUMBING FIXTURES) OR ASME A112.19.9 (NON-VITREOUS AND SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. CERAMIC PLUMBING FIXTURES). COLD WATER SUPPLY LINE 2. EXHAUST DUCT TERMINATIONS SHALL BE IN ACCORDANCE WITH 2. LAVATORIES SHALL HAVE WASTE OUTLETS NOT LESS THAN OftellutoDonn Nude THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 1.25 INCH IN DIAMETER. HOT WATER SUPPLY LINE PO 84.30310 St. Thome,. VI 00603 SCREENS SHALL NOT BE INSTALLED AT THE DUCT TERMINATION. 3. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 3. THE MAXIMUM ALLOWABLE FLOW RATE FOR LAVATORY SANITARY BUILDING DRAIN 41-12Koroon Cade St. Thome,. VI 0N002 FAUCETS SHALL BE 2.2 GALLONS PER MINUTE AT 60 PSI. SCREWS OR FASTENING MEANS WHICH EXTEND INTO THE DUCT. SANITARY BUILDING DRAIN DOWN 4. EXHAUST DUCTS SHALL BE EOUIPED WITH A BACKDRAFT DAMPER. WATER SUPPLY LINE UP FROM PUMP ROOM 5. EXHAUST DUCTS SHALL HAVE SMOOTH INTERIOR SURFACES WITH SHOWER NOTES This document and the designs contained JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. H.B. HOSE BIB I. SHOWER BASES SHALL HAVE OUTLETS AND OVERFLOWS AT herein are the sole property of Boschulle LEAST 1.5 INCHES IN DIAMETER, AND THE WASTE OUTLET SHALL Design Studio and shall be returned upon 6. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO request. This document may not be BE EOUIPED WITH AN APPROVED STOPPER. SHUT-OFF VALVE THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LENGTHS. reproduced or coped in whole or in part NOT TO EXCEED 8 FEET IN LENGTH AND SHALL BE LISTED AND without the written permission of 2. DOORS WITHIN A SHOWER ENCLOSURE SHALL CONFORM TO LABELED IN ACCORDANCE WITH UL 2158A. TRANSITION DUCTS SHALL PO Boschulte Design Studio. Neither this AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASME A112.19.15. NOT BE CONCEALED WITHIN CONSTRUCTION. FLOOR DRAIN WITH REMOVABLE STRAINER document nor any portion thereof may 3. SHOWER FLOORS AND WALLS OF SHOWER COMPARTMENTS be used on any other project. 7. THE DIAMETER Of THE EXHAUST DUCT SHALL BE AS REQUIRED BY Unauthceized use shire invite a claim for SHALL BE FINISHED WITH A NONABSORBANT SURFACE. SUCH PUMP THE CLOTHES DRYER'S LISTING AND THE MANUFACTURERS WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS WATER SUPPLY PUMP FOR CISTERN WATER SUPPLY compensation. The use by any person or INSTALLATION INSTRUCTIONS. firm of this document or any part THAN 6 FEET ABOVE THE FLOOR. thereof shall not in anyway subject 8. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR 4. THE WATER SUPPLY RISER FROM THE SHOWER VALVE TO THE WH 30 GALLON WATER HEATER Boschutte Design Studio to any cost or SHOWER HEAD OURET SHALL BE SECURED TO THE PERMANENT damages for any error or omission ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE contained therein. This drawing may not STRUCTURE. REDUCED 2.5 FEET FOR EACH 45.DEGREE BEND AND 5 FEET FOR EACH be used for the purposes of contracting 90-DEGREE BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT or construction Mthout a stamped. 5. SHOWERS SHALL BE EOUIPED WITH CONTROL VALVES OF THE DOES NOT INCLUDE THE TRANSITION DUCT. signed, and dated Release Authorization PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPES WITH HIGH LIMIT STOPS IN ACCORDANCE WITH AMERICAN SOCIETY OF in the title block of this Drawing. SANITARY ENGINEERS ASSE 1016. THE HIGH LIMIT STOPS SHALL BE SET TO UMIT WATER TEMPERATURE TO A MAXIMUM PLUMBING FIXTURE SCHEDULE - FIRST LEVEL 120' F (49• C). ITEM AMOUNT MIN. SUPPLY PIPE SIZE MIN. TRAP SIZE REMARKS CLOTHES WASHING MACHINE NOTES KITCHEN SINK 1 I,? 1-1/2' 1. CLOTHES WASHING MACHINES SHALL CONFORM TO SINK NOTES WATER CLOSET, TANK-TYPE 2 3/W PERS 1.6 GAL PER FLUSH AMERICAN SOCIETY OF SANITARY ENGINEERING ASSE 1007. sawi.PECFIG I. SINKS SHALL BE PROVIDED WITH WASTE OUTLETS NOT LESS LAVATORY 2 a/8' 1-1/4" .. ......... 2. THE WATER SUPPLY TO CLOTHES WASHING MACHINES THAN 1.5 INCHES IN DIAMETER A STRAINER. CROSSBAR. OR o ot sED AR ... SHALL BE PROTECTED AGAINST BACKFLOW BY AN AIR GAP OTHER DEVICE SHALL BE PROVIDED TO RESTRICT THE CLEAR SHOWER 1 1/2' 2' INSTALLED INTEGRALLY WITHIN THE MACHINE OR WITH OPENING OF THE WASTE OUTLET. e THE INSTALLATION OF A BACKFLOW PREVENTER. cc JEFFREY . a. 4 CLOTHES WASHING MACHINE 1 1/2' 2' * 1 8080111.TE i * 3. THE WASTE FROM CLOTHES WASHING MACHINES SHALL HOSEBIB A 887A 2 1/2' N/A ; 0 N.• •-•--4.43 DISCHARGE THROUGH AN AIR BREAK INTO A STANDPIPE OR INTO A LAUNDRY SINK. THE TRAP AND FIXTURE DRAIN LAUNDRY SINK 1 1/2' 1-112' -• FOR A CLOTHES WASHER MACHINE STANDPIPE SHALL BE • ;*. ................ A MINIMUM OF 2 INCHES IN DIAMETER. THE CLOTHES WASHER MACHINE FIXTURE DRAIN SHALL CONNECT TO A BRANCH DRAIN OR DRAINAGE STACK A MINIMUM OF No. Doscolpoon ON. 3 INCHES IN DIAMETER. GENERAL NOTES 1. ALL PLUMBING AND ELECTRICAL WORK SHALL COMPLY WITH THE VI CODE. INCLUDING REFERENCED PLUMBING AND ELECTRICAL CODES AND STANDARDS. WATER CLOSET NOTES 2. PLUMBING PLAN IS DIAGRAMATIC. PLUMBER SHALL INSTALL WORK IN WAY DEEMED MOST EFFICIENT TO ACHIEVE DESIGN LAYOUT INTENT. 1. WATER CLOSETS SHALL CONFORM TO AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASME 112.19.2 (VITREOUS CHINA PLUMBING FIXTURES) AND THE HYDROLIC REQUIREMENTS OF ASME 112.19.6 (HYDROUC PERFORMANCE REOUIREMENTS FOR WATER CLOSETS AND URINALS). 2. WATER CLOSETS THAT PERMIT THE BACKFLOW OF THE CONTENTS OF THE BOWL INTO THE FLUSH TANK SHALL BE PROHIBITED. CARETAKER'S 3. FLUSH TANKS SHALL BE PROVIDED WITH OVERFLOWS COTTAGE DISCHARGING TO THE WATER CLOSET CONNECTED THERETO AND SUCH OVERFLOW SHALL BE OF SUFFICIENT SIZE TO HURRICANE PREVENT FLOODING THE TANK AT THE MAXIMUM RATE AT WHICH THE TANKS ARE SUPPLIED WITH WATER ACCORDING REPAIRS AND TO THE MANUFACTURER'S DESIGN CONDITIONS. ADDITION 4. ALL PARTS OF THE FLUSH TANK SHALL BE ACCESSIBLE FOR REPAIR AND REPLACEMENT. PARCEL NO. A-REMAINDER 8 A-2 GREAT ST. JAMES ISLAND NO. 6A RED HOOK QTR. S. WATER CLOSETS SHALL BE EOUIPED WITH SEATS OF SMOOTH. NONABSORBENT MATERIAL AND SHALL BE PROPERLY SIZED ST. THOMAS, U.S. VIRGIN ISLANDS FOR THE WATER CLOSET BOWL TYPE. 6. THE MAXIMUM ALLOWABLE FLOW RATE FOR WATER CLOSETS PLUMBING NOTES SHALL BE I.6 GALLONS PER FLUSHING CYCLE. pv,....... 2019.001.01 Dow 03-27-2019 Doom by BJS meows br JIB P100 Seale As indicated EFTA00798272 R OSC U E I DEN INN PITY WO M t: UINI PLANNING HOT WATER SUPPLY LINE FROM PUMP ROOM COLD WATER SUPPLY UNE FROM PUMP ROOM Soectute Damn Sksfoo C BUILDING WASTE PO Bea 3C0190 TO ONSITE WASTE WATER Si. Thomas. M*03 TREATMENT -L CLOSET 4142 Keyes Gado St Thomas. VION902 107 41 SF 108 v59SF DRY ,w7a— Ill o DmER 1 LE109 ND CII 4 05 This document and the designs contained JWA I. pll LAV ISJSF herein are the sole property of Boschulle Design Studio and shall be returned upon 69SF PUMP ROOM request. Thrs document may nal be reproduced or coped in whole or n pan without the written permission of Boschulte Design Studio. Neither this BEDROOM NEW COLD WATER SUPPLY document nor any portion thereof may LINE FROM CISTERN TO 106 be used on any other project. PUMP ROOM 180SF CORRIDOR WATER PUMP + ELECTRICAL WATER HEATER (EXISTING) Unauthorized use shall invite a claim for compensation. The use by any person or 104 firm of this daumen1 or any part thereof shall not in anyway subject H.B. - 158SF o PUM,V Boschulle Design Studio to any cosi or damages for any enor or omission NOTE: CAP ALL LINES AT contained therein. This drawing may not EXISTING BATHROOM be used for the purposes of contracting WIC DURING CONSTRUCTION. IL or construction without a stamped. signed, and dated Release Authorization KITCHEN in the title block of this Drawing. PROVIDE (2) NEW 4' DIA PVC CISTERN 103 OVERFLOWS AT THIS LOCATION 126SF EXISTING OUTDOOR SHOWER TO REMAIN NOTE: CAP ALL LINES AT EXISTING LAUNDRY ROOM DURING CONSTRUCTION. UL tot L LIVING ROOM c, JEffREY • .24 102 * k 8°S6CSII G*... V E i* Rs 423 SF • %;iiiiii ts3'. .......... N. ocienpoon Dale - --. _--._ 1 PROPOSED PLUMBING PLAN DRAWING LEGEND 1/4" = V-0" CARETAKER'S COTTAGE COLD WATER SUPPLY LINE HURRICANE HOT WATER SUPPLY LINE REPAIRS AND SANITARY BUILDING DRAIN ADDITION SANITARY BUILDING DRAIN DOWN PARCEL NO. A-REMAINDER & A-2 WATER SUPPLY LINE UP FROM PUMP ROOM GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. ST. THOMAS. U.S. VIRGIN ISLANDS H.B. HOSE BIB SHUT-OFF VALVE PROPOSED PLUMBING PLAN FD FLOOR DRAIN WITH REMOVABLE STRAINER Pro/mt.-meet 2019.001.01 Dale 03-27-2019 PUMP WATER SUPPLY PUMP FOR CISTERN WATER SUPPLY Dingy Checked's. B.JS J.T.B WH 30 GALLON WATER HEATER P101 Sea As indicated EFTA00798273