CARETAKER'S COTTAGE

CARETAKER'S COTTAGE HURRICANE REPAIRS & ADDITION GREAT ST. JAMES - NO.6A REDHOOK QUARTER ST. THOMAS, U.S. VIRGIN ISLANDS ST. THOMAS SITE VICINITY MAP GREAT ST. JAMES NO 6A REDHOOK QUARTER U S. VIRGIN GLANDS ST. JOHN GREAT ST. JA/4ES NO 646 REDHCOK °DARTER U.S DEIGN ISLANDS SITE LOCATION MAP 7 SUMMARY FOR PROPOSED ACTIVITY INDEX OF DRAWINGS A. PURPOSE OF PROJECT: HURRICANE REPAIRS AND ADDITION TO G100 COVER SHEET AND LOCATION MAP EXISTING CARETAKER'S COTTAGE. DRIVEWAY AND PARKING AREAS. C101 SITE PLAN C102 ENLARGED SITE PLAN B. PRESENCE AND LOCATION OF ANY CRITICAL AREAS: C200 SITE DETAILS NONE NOTED. R101 EXISTING PLAN C. PROPOSED METHOD OF LAND CLEARING: MINIMAL 8201 EXISTING ELEVATIONS EXCAVATION AT FOOTINGS. UTILIZING INDUSTRY STANDARD R202 EXISTING ELEVATIONS EARTH-MOVING EQUIPMENT. ADIO1 DEMOLITION PLAN A101 PROPOSED FLOOR PLAN D. PROVISIONS TO PRESERVE TOPSOIL AND LIMIT SITE A102 ARCHITECTURAL ROOF PLAN DISTURBANCE: SEE SHEET C101. A201 ELEVATIONS A202 ELEVATIONS E. EROSION AND SEDIMENTATION CONTROL DEVICES: SEE A301 SECTIONS SHEET C 101. A400 SCHEDULES ASOI DETAILS F. SCHEDULE FOR EARTH CHANGING ACTIVITIES AND AS02 DETAILS IMPLEMENTATION OF EROSIONSEDIMENT CONTROL AS03 ROOF DETAILS MEASURES: SEE SHEET C101 A901 PERSPECTIVES A902 PERSPECTIVES G. MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES: SEE SHEET C101 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. P100 PLUMBING NOTES J. METHOD OF SEWAGE DISPOSAL: P101 PROPOSED PLUMBING PLAN EXISTING ON-SITE PACKAGED WASTE DISPOSAL SYSTEM. GENERAL NOTES I. PROJECT IDENTIFICATION: CARETAKERS COTTAGE HURRICANE REPAIRS AND ADDITION 2. PROJECT ADDRESS: PARCELS NO. A-REM. 8 A-2 GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR.. ST. THOMAS. VI 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 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. 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 DAMAGES OR INJURIES WHICH MAY OCCUR DUE TO ANY UNAPPROVED DEVIATION FROM THE CONSTRUCTION DOCUMENTS. ISSUED FOR BIDDING 03-27-2019 a r n O S C H U L T E .1.441 utKlcH HI I,1O PLANNINd Elaettute Damn &ado PO &a 303190 St Thomas. V10(1803 4142Kowers Gads St Thomas. V10(1802 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 coped in whole or in pan without the written permission of Boschulle 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 or construction without a stamped. signed. and dated Release Authorization in the He block of this Drawing. ... ' eg• A 8 ''. le e JEFFREY % a 13031)1ULTE 687A : 4.0 ' ... . .. KA. ...f leaill 1ST!'' Ml Casensaion Os. ST. CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER 8 GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. THOMAS. U.S. VIRGIN ISLANDS COVER SHEET A-2 Purl rambai 2019.001.01 owe 03-27-2019 WOW by BJS one:hear JIB G100 Seale r . 1-0 PROT0 SIT? aits......c> ang sin sfis-a* )e Wit - 1-M-c;-) --Intik kk\ ,00\4111\esiNtIL ctas -W- -H ogit i it; \ iir i,47_rs 401.5patviiwit4 if: 2 II er\ple t P ' awl F,.....: t0 ,-11;:4_, - Th t .441 i 1 1 , # i, 1/400 2 .7 1 4,.... - Li SITE PLAN 1 1" = 200' ED 9K LCCATIM talteDTS (Oita NOTE: SEE SHEET C102 FOR ENLARGED SITE 4r LONG j4 BAR 0 4.-1)- SEDIMENT SILT SCREEN ATTACHED TO BARS ROCK BALLAST *:°: Z.Z°28 tic MIN. EMBEDMENT INTO EARTH GRADE LINE 2 TEMPORARY SILT FENCE . 0 .eCT itt C= I 4, 1, 010 '.,(9.09% Pt 4...00 Banta@ Dosn SAS, PO Nu 303190 SI. Thom" VI 00031 41-42K0Ws Gee, Si norm". %acme Phr" e^Tall herein are the sole property of Boschulte reouesl. This document may not be reproduced or copied in whole Or in pad Boschulte Design Studio. Neither thiS downed nor any portion thereof may Unauthorized use shall invite a claim fix compensation. The use by any parson or thereof shall not In anyway subject damages for any error cr. omission or construction 'rithout a stamped. Sired. and dated Release Authorization in the title block of this Drawing. •..***,00 AR''. se . JEFR1EY * t 'Win 0\ "•;.friiio istw , 54) ilk sly; S. ISSoo. OS CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & A-2 NO. SA REDHOOK OTR. ST. THOMAS. U.S. VIRGIN ISLANDS SITE PLAN Pion lintel 2019001.01 owe 03-27-2019 Drai % by J7B CPSPM by JTB C 1 0 1 Sib AS SHOWN PROT1 EXISTING SWIMMING POOL WITH DECK (NOT IN CONTRACT) 'EXISTING SOLAR ARRAY • (NOT ehl CONTRACT) EXISTING OLIANSET ♦~ •• HUT STORAGE BLDG ♦ \ (NOT IN CONTRACT) 31 EXIST. (DIRT PATHS/ TYP. 95/ • ♦ EXISTING ONE7STORY LIVING ♦ • ROOM/KITCHEN/DECK PROPOSErONE-STORY \ • CORRIDOR/BATH/LAUNDRY ADDITION , EXIST. ,/' BOULDER n.../ ROCK WALL i gu (NOT IN CONTRACT) IIIP NO MS IN IIII. TEMPORARY SILT \FFENCE (SEE DETAIL 2 SHEET 0101) S 5 5 i k k GRAVELED II PARKING (2) EXIST. DIRT PATHS TYP. ONE STORY BEDROOM WITH CISTERN BELOW (EXISTING) O EXIST. DIRT/ PATHS TT?. / / ENLARGED SITE PLAN 1" = 20' / / /56 EXIST. DIRT PATHS TYP. e t BOSCHULTE in ral. (9.0% 0 r 'I, ., y 0 I/ I 0 Pt 4.../.14 Scnoxilie Noon Siitio PO Sox 303190 SI Thom" v100011 41-42Konoet Geth SI. Those. VIOIXO2 Diane (31411»-23T5 boornothattraritys herein are the sole property of Boschulte reouesi. This document may not be reproduced or copied in whole Or in pad Boschulte Design Studio. Neither thiS Unauthorized use shall mete a claim fix arm of this document or any part thereof shall not In anyway subject damages for any error rot. omission contained thSrOin. This drawing may not Sired. and dated Release Authorization ,.41E71 Al II I. 4. se . JEMMY * t near 0 \ ..;• P 7;1 1 M SY?. t; , 5) I* iss No. ISerlpice OS CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & A-2 NO. SA REDHOOK OTR. ST. THOMAS. U.S. VIRGIN ISLANDS ENLARGED SITE PLAN Picts nuererr 2019.001.01 ore 09-27-2019 Ormsby JTB ana by JTB C102 Ss% AS SHOWN PROT2 C ROSCHULTF I 'm om LIElitCM li TU1 iO PLANNINd PROPOSED CLOSET PROPOSED BATHROOM Ow:tote Dann Slvfoo PO Bea 900190 St Thomas. 0100803 CISTERN ACCESS HATCH PROPOSED BEDROOM EXISTING SLAB EXISTING FLOOR PLAN 1 1/4" = 1'-0" NOTE: APPLY 3 COATS OF THOROSEAL TO ALL INTERIOR CISTERN WALL TYP. LAUNDRY DECK PROPOSED KITCHEN A EXISTING LIVING ROOM DECK 0 .L, a POWDER ROOM 8" CAST-IN-PLACE CONCRETE WALL WITH PLASTER FINISH ON ALL EXPOSED SIDES 8" CMU WALL WITH PLASTER FINISH ON ALL EXPOSED SIDES 2x4 ill. WOOD STUD WALL (NON LOAD BEARING) WITH CEMENT BOARD AND PLASTER FINISH ALL EXPOSED SIDES. 4142Kowers Cade St Thomas. VI 00$02 reproduced or cooed in whole or it part without the wan permission of Boschulte Design Studio. Neither this Boschulle Design Studio to any cost or contained therein. Ins drawing may not t sED AR '•a I. to et . AMY . ..4 a * i B0SCHULTE bk. ;It ..*- •••••••• ill'e, .C.,41.411 t.v . Ira Desailpdon Oda A-2 ST. CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & EXISTING FLOOR PLAN p.a.. Dolo 2019.001.01 03-27-2019 Drum Cht0P.1ty Scab by JTB JTB R101 As indicated PROT3 C ROSCHULTE I 1,37int: DEN INN !ITU WO PLANNING Basttute Donn SW* PO 89.<303190 Si. Themes. %SOWS 41-92Kcessere Cade Si. Thema. 'AMOS 1 EXISTING EAST ELEVATION 1/4" = 1-0" EXISTING NORTH ELEVATION 2 1/4" = 1-0" reproduced or cooed in whole or in pan Boschutte Design Studio. Neither this or construction vethoul a stamped. signed, and dated Release Authorization e* e . JEFFREY . . 4 * 1 80801ULTE i * A 887A .1410° ;IP ..*- • - ••••• fir • ec, 774 0ts'c, ..... An . No. Dascelpion Oda A-2 CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION ST. Praftc:n.mecr Dale Non EXISTING ELEVATIONS 2019.001.01 03-27-2019 by J.T.B checkesby J.T.B R201 Seale VC .1'41 PROT4 ROSCHULTE I .167:f NI OEN ION &ITU WO PLANNING et.tuteCoogn Stdo PO &a 500190 St Thomas. V100803 4142 Korot., Gado St Thomas. vi 0t002 1 1 1 IT r NIT ITf II 1 EXISTING SOUTH ELEVATION 1/4" = 1'-0" [TILT- 2 EXISTING WEST ELEVATION 1/4" = 1'-0" reproduced or copied e whole or e pan Boschulte Design Studio. Nether this Unauthceized use shoe invite a claim for firm of this documeni or any part Boschutte Design Studio to any cosi or or construction withoin a stamped. in the tide block of this Drawing. ...t stO Ali .• l e re . 1 JEFFREY . el BOSCHULYE i* o k GM p a. • at ..;# tin iniSOP lb. Dssordpim Dols ST. CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & A-2 NO. 6A RED HOOK QTR. EXISTING ELEVATIONS Fhlocirtatot OM 2019.001.01 03-27-2019 Orton, by J.T.B chseced by J.T.B R202 Seale 1/40. 1t0" PROT5 IC ROSCHULTE I .1,37igliti OEN ION &ITU WO PLANNING easteute Donn Skala PO Bee 303190 St Thema. VION303 4i-tanagers 09.69 St Themes. VION302 REMOVE SECTION OF WALL TO WIDEN EXISTING OPENING TOACCOMODATE PROPOSED ir.o. OPENING. -I r REMOVE SECTION OF WOODEN RAILING AND PORTION OF ROOF ABOVE EXISTING STRUCTURE TO REMAIN REMOVE EXISTING ROOF ELEMENTS AS NECESSARY TO ACCOMODATE NEW ROOF OF ADDITION REPLACE ALL EXISTING WINDOWS AND DOORS TYP. 9 DEMOLISH WALLS OF EXISTING 1/2 BATH )- DEMOLISH WALLS OF EXISTING LAUNDRY SHED 1 FIRST FLOOR PLAN DEMOLITION 1/4" = 11-0" SHED TO REMAIN EXISTING LIVINGKITCHEN TO REMAIN reproduced or coped n whole or n pan without the wmten permission of UnauMaized use shall invite a claim for or construction nehout a stamped. /t ie ? AR •.:4O s4: cc BOSINULTE : * 697A .. re .1 Cr • ;1780,11 0:•`.. N. Description Dal A-2 CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION THOMAS, U.S. VIRGIN ISLANDS PLAN ST. DEMOLITION erisoorimbir 2019.001.01 OM 09-27-2010 Dawn Chated Seale bir JTB by JTB AD101 VC V-0' PROT6 e FS OS C H U LT F I Went OtlitCM li TU1 iO PLANNINd zr.r 1 L. 09 Ia b CLOSET 107 41 SF CVR BATHROOM IC8 59 SF BEDROOM 106 180 SF Ver0. MUNN 106 DRYER F LAUNDRY 109 I w 69 SF WASHER N PANTRY I 110 I 27 SF NOTE' DROP CORR DOR CELKGAT COORIDOR 104 158 SF ' POWDER .2 ROOM 105 54 SF N\ " 1:0 i I- ERSE. W000 COLUMN 2x12. WOOD Sal MIME 109) tioL 2r • r RELOCATED POWDER ROOM b PUMP ROOM e•.3- 111 17 SF b s • o Ur) 7.11 UT EXISTING PUMP ROOM CISTERN 1 --a • Ire ACCESS HATCH ---"" DECK 2 110 174 SF a S-111? DECK 1 101 405 SF 09 01 7.10' I, b LIVING ROOM MAIN ENTRANCE Ot SINK '02 423 SF RANGE 10-S PERIM. KITCHEN 103 126 SF (04 DECK b bl r•T W • 11 1.0' 6.11 VS F•11 Ur r -r .Pc PROPOSED FLOOR PLAN 1 1/4" = 11-0" SosttulteDeRgn Sluzb PO BeR 303190 St. Thomas. 01[0303 41.12KagereGade SI, Thomas. VIOR302 reproduced or cocied in whole or m part Boschulle Design Studio to any cost or t ot sED AR ... to. ea . JEFFRY . c2, -* I 80801178 i * A 887A s " C. NOIR tO . Oda A-2 ST. PROPOSED CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION FLOOR PLAN pew.. Daio 2019.001.01 03-27-2019 tungi bir B.JS checked by J.T.B A101 Scab VC . 1-0" PROT7 C ROSCHULTE 'rntincs minion DESIGN NT U I PLANNING METAL RIDGE FLASPIN3 TYP. v NETAL VALLEY FLASHNO - EXISTING ROOF - 6 -I, PRE.FINISIYED CORRUGATED OALvALUME ROOFING - CONT. RAINWATER GUTTERS NEW ROOF fi 6:12 - ed I,I, \ NEW ROOF 112:12 METALHP FLASHAIO TYP. J NEW ROOF NEW ROOF DRAIN TO CISTERN NEW FLUO APPLES WHITE SILICONE ROOFING AT LOW SLOPE ROOF PRE.FINISHED CORRUGATED CALVALUNE ROOFING a 6:1 EXISTING ROOF 46 6:1 Ca EXISTING ROOF 1 ROOF PLAN 1/4" = V-0" PUMPROOM SHED BELOW PRE•FINISHED CCORUGAIED GALVAUJRIE RCOINNO PRE.FINISHED CORRUGATED CALOR/14E ROOFING 0 - 0 21 DU% PVC RARMATER LEADER TO CISTERN ► INDICATES DIRECTION OF DRANAGE PVC CA &COE ROOF AREA ROOF AREA USED FOR CATCHMENT . 1.449 SF CISTERN CAPACITY REQUIRED 14.490 GAL ACTUAL CISTERN CAPACITY 15.942 GAL Elavaiute Main Sbdo PO Sex 303190 Si. Tbomey.1/10:403 41-42Koutysea6e St TbomeLvi0:402 Boschulle Design Studio. Neither this Unauthcraed use shall invite a claim for Boschutte Design Studio to any cost or et * cc. AFRO . ea **I 808011TE i* o 4,' 887A .443 cm..... !A .... se t,.., No. oncdP en Oda A-2 CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION ROOF PLAN ST. PROPOSED pew.. OM 2019.001.01 03-27-2019 DAWal by BJS midway JTB A102 Seale As indicated PROT8 IC R OSC HU LTE I ilifs7Int DEN INN tl TUGIU PLANNING EXISTING ROOF EXISTING SHED ROOF PAINTED LAPBOARD SIDING NEW WOODEN RAILING PER IRC REQUIREMENTS EXISTING ROOF 5' CONT. METAL GUTTER TYP WINDOW PER SCHEDULE TYP. DOOR PER SCHEUDLE 1 EAST ELEVATION 1/4" = 1-0" 24 GA PREFINISHED CORRUGRATED METAL ROOF PANELING 5" CONT. METAL GUTTER TYP WINDOW PER SCHEDULE TYP. JJ EXISTING SHED 24 GA PREFINISHED CORRUGRATED METAL ROOF PANELING EXISTING ROOF PAINTED LAPBOARD SIDING WOOD TRIM NORTH ELEVATION 2 1/4" = 11-0" easituteDetmn $bdo PO em 303190 Si Moms,. vi0M03 41-42Keetis Oat* Si Moen viOte02 reproduced or coped n whole or n pan without the wmten permission of UnauMaized use shall invite a claim for or construction nehout a stamped. ot : FRe B•48 •.:40s4: cc BOS69CBULTE : * 7A .. re - .1 4a • se...17801W 0:•`.. ei cesinsoon Os. A-2 CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER 8 THOMAS, U.S. VIRGIN ISLANDS ELEVATIONS ST. Propci moat 2019.001.01 Doi. 09-27-2019 Dino es BJS cheesedby JTB A201 Seale VC V0 PROT9 C R OSC HU LTE I =Int DEN INN TUGIO PLANNING Basetute Donn SW* PO 89.<303190 Si. Themes. VI00003 EXISTING ROOF WOOD TRIM PAINTED LAPBOARD SIDING NEW 36" HIGH WOODEN RAILING TO MATCH EXISTING EXISTING ROOF WINDOW PER SCHEDULE TYP. PAINTED LAPBOARD SIDING WOOD TRIM 24 GA PREFINISHED CORRUGATED METAL PANELING ROOF - - 5" CONT. METAL GUTTER TYP. EXISTING ROOF BEDROOM P TOT: 'LIVING TOP PLATE 9 W2' 4 1 SOUTH ELEVATION 1/4" = l'-0" NEW 6X6 WOOD POST II DOOR PER SCHEDULE TYP. EXISTING RAILING BEDROOM al /0*- 3 1/2" "Jr First Floor_drm, 0' -0 AP EXISTING ROOF DOOR PER SCHEDULE TYP. EXISTING RAILING WEST ELEVATION 2 1/4" = 1'-0" 41-92Kcessere Cade Si. Thema. VI 0:002 Boschutte Design Studio to any coal or in the elle block of this Drawing. O18 AR ... te cc . JEFFREY . . 4 * 1 80801ULTE i * A 887A it \Ng Or ..... An . No. Ducelpeon Oda A-2 CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION ST. ELEVATIONS emporia Om 2019.001.01 03-27-2019 Omen by BJS Checked by JIB A202 Seale VC l'-0" PROT10 IC ROSCHULTE I .1,37int: DEN ION &ITU WO PLANNING 3 1_1 A5012 r.501 GRADE UNE -r • 4.1 - EXISTING CISTERN BEYOND <3,1 1 BUILDING SECTION AA 1/4" = 1,-0" *502 EXISTING CISTERN BEYOND 2 BUILDING SECTION BB 1/4" = 1'-0" 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 0. CISTERN a g.0• P BEDROOM TOP PLATE - s-tir \ff ROOF LEVEL ler-cr \ Or LIVING TOP PLATE ir - 9 1/2" BEDROOM Au /WING - 3 1/2' ROOM \FOUNDATION CISTERN $-0 V ElasttuteDeGan SW* PO Bo( 303190 Si. Thema. viOC003 4142KcevereGa60 Si. items. viOCO02 ..aF"tnt : ,.,tome losnAI '' ......*:. Biarelitte ff se...PROIN 0 .•... No. Description Dale A-2 CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION SECTIONS ST. BUILDING Propeiranbat ON. 2019.001.01 03-27-2019 Num bir BJS Cheekedby JIB A301 Seale 1/4e V-IY PROT11 C ROSCHULTF mom OE litCM liTUff PLANNINd Door Schedule Door Number Door Type Door Size Level S 8 2/ x 80' LNII 101-A 01 71 I/2"x 79 1/2' Fist 101-B 01 71 ler x 791/2' LNII 101-C 01 71 itrx 79 1/2' LIVII 101-0 01 7112' x 7911r LIVII 103 02 30' x 84' 2 LIVII 104-A 03 48' x 80' Fist 10443 01 71 I/2"x 79 1/2' Flat 105 04 30' x 80' Fret 106-A 05 36' x 84' Fist 106-B 06 36' x 80' Fist 106-C 12 96' x 79 lir 2 BED 107 02 30'x84'2 BED 108 04 30" x 80" •BE 110 04 30' x 80' Fist Nutter Name Room Schedule Area Count Level Family and Type Details Finish Head Jamb Sill Comments 4G ROOM Single-Flush1: 21' x 80' Floor Door-Sliding-Pella-Patio-2 Panel-350 Series: 71 DT x 7912' VG ROOM Door-Sliding-Pella-Patio-2_Panel-350 Series: 71 1,2" x 7912' •iG ROOM Door-Sliding-Pella-Patio-2_Panel-350 Series: 71 1,2" x 7912' iJG ROOM Door-Sliding-Pella-Patio-2_Panel-350 Series: 71 1,2" x 79112" 4G ROOM Single- Flushl :30" x 84' 2 Floor Door-Opening: 48' x 80" Floor Door-Sliding-Pella-Patio-2_Panel-350 Series: 71 1/2" x 79112" Floor Single- Flush1: 30' x 80' Floor Single-Flush:36" x 81' Floor Single-Flush!: 36' x 80' ROOM Door-Sliding-Pella-Patio-2 Panel-350 Series: 96' x 79112' 2 ROOM ROOM Single-Flushl :30" x 84' 2 Single-Flush1: 30' x 80' Floor Single-Flush1: rin x 80' Floor Wall Finish F Irish 405 SF First Floor 101 DECK 1 102 LIVING ROOM 423 SF First Floor 103 KITCHEN 126 SF First Floor 101 CORRIDOR 158 SF First Floor 105 POWDER 54 SF First Floor ROOM 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 110 PANTRY 27 SF First Floor 111 PUMP ROOM 17 SF First Floor Grand total 12 1733 SF Window Schedule Size Type Mark NOTE: ALL EXTERIOR GLASS DOORS TO HAVE ROLL DOWN SHUTTERS Width Height Type Comments 09 121- 11 4' - 112' Wriclow-Single_Hung-Peth-350_Senee NOTE: WINDOWS TO HAVE ROLL DOWN SHUTTERS I- b F: - c- b ;.9 2' • 111er 09J r:. (02) I- 0' to '7• I On) Basetute Donn SW* PO 89.<303190 Si. Moms,. w00903 41-22Kovers Cade Si. Thema. viOC.02 request. The document may not be reproduced or coped in whole or in pan document nor any potion thereof may /on AR ... et e . MEW . c2.t *I e0SalULTE 1 * E t ots: B ei : Ali is.c..c::4:: los oieripein Wiz A-2 ST. CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION SCHEDULES pew.. bolo 2016001.01 03-27-2019 Wart by B.JS checked by JIB A400 Sew As indicated PROT12 SIMPSON LSTA21 MITEK.USP LSTA21 KING STUDS NOTE: ALL WOOD COMPONENTS SHALL BE PRESSURE TREATED SIMP LSTHDB MITBC-USP LSTAD6 1 WOOD WALL OPENING 1 1/2" = V-13" HEADER BEAM AT OPENING SIMPSON LSTA 21 MITEK-USP LSTA21 JACK STUDS \ WINDOW SILL SILL PLATE ANCHORS - CONTRACTOR OPTION: EPDXY DOWEL OR SIMPSON TITEN HD ANCHORS SIM SRI pArrecusPII SPT4 TRUSSES .RAF TEAS LOAD VALUES FOR STRAPS INSTALLED DIAGONALLY SHALL BE DETERMINED BY THE ENGINEER OF RECORD SINGLE STRAP APPUCATION (MULTIPLE STRAPS MAY BE REQUIRED PER DESIGN) SLAB ON GRADE SILL PLATE FOUNDATION 2 1 1/2" = 11-0" RAFTER TIE SEE SHEET EDGE NAIL ' .-- 'AT BLOCKING EDGE NAIL AT SILL PLATE APA RATED STRUCTURAL WALL SHEATHING EXP. B KO a 1.0 PANEL SCHEDULE PANEL NAIL EDGE NAIL THICKNESS TYPE SPACNG INTERIOR/VOL PANEL SPAONG APPLICATION 100 2VO.C. WOG EX1ERIOR FACE CF WALL FRAMNO EXP. B Km • IAA EXP. B. Km • 20 (MRII• WW1 PNIEL SCHEDULE PANEL NAIL EDGE NAIL INTERIOR NMI PANEL I _THickNEss TYPE SPACING SPACING I APPLICATION '41 100 2 V O.C. W O.C. EXTERIOR & INTER co FACE OF WALL FRMINO INTERIOR SHEATING ONLY REQUIRED AT FIRST FLOOR LEVEL NOTES: RAFTERS. SEE APPENDIX FOR TYPE. GRADE. AND - SPACING EDGE NAIL AT DBL TOP-PL EDGE NAIL AT PANEL EDGES. STAGGER JOINTS Vx BLOCKING AT DOUBLE TOP PLATE BETWEEN EACH RAFTER DOUBLE TOP PLATE WALL FRAMING 2'x BLOCKING AT ALL PANEL EDGES SEE HOLDOWN REQUIREMENTS ON SHEET SILL PLATE NOTE: ALL W000 COMPONENTS SHALL BE PRESSURE TREATED STRUCTURAL WALL SHEATHING 1. WALL PANEL BASIS OF DESIGN A. MEAN ROOF HEIGHT ILIRM • 30'.0' MAX .- B. MAX WALL HEIGHT FOR 2-STORY STRUCTURE -9%6' C. MAX. ROOF PITCH • 12112 (ROOF ANGLE • 45 DEGREES) D. MAX [WADING LENGTH. 552'0' 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. 2. INTERIOR SHEAR WASSAPE NOT CONSIDERED IN 3. FOR TWO-STORY STRUCTURES LOCATED IN EXPOSURE B Ez1 • 2.0. PROVIDE REINFORCED IMSONRY WALL CONSTRUCTION. STRUCTURAL WALL SHEATHING DETAIL PAINTED LAP BOARD SIDING 314 EXTERIOR RATED PLYWOOD WITH BUILDING WRAP GLASS FIBER INSULATION snr GYPSUM WALLBOARD 2 X 6 STUDS O16' OR 24" O.C. APA RATED EXTERIOR SIDING DETAIL 4 1 1/2" = 11-0" ROSCHULTE I =Alt OEN INN tl TOOIO PLANNING Elosttute Devon SW* PO Bea 303190 St Thomas. VI 09403 41-12 Keepers GLOP St Thomas. VI 09.02 herein are the sole property of Boschuhe reproduced or cooed in whole or in pad Boschulte Design Studio to any coal or in the elle block of this Drawing. 8°S. C.T LTE se;•178C IN O. , Caunpoon Dab A-2 CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER /1 NO. 6A RED HOOK QTR. THOMAS, U.S. VIRGIN ISLANDS ST. DETAILS PrO)K1 DNA MON 2019.001.01 03-27-2019 Dncn er B.JS cheesed by J.T.B A501 Seale 1 117 1'O PROT13 1 4 311 = l'-0" PLATE STUD STUD is WALL FRAMING AT INTERSECTING PARTITIONS 1" = 11-0" WATER BARRIER THERIAAFIBER INSULATION SHEETROCK BRAND GYPSUM PANEL CORNER DETAIL WOOD FRAME FOUNDATION WALL POLVETHAENE VAPORBARRIERUNDER SUBOHGRADE VP. SEE SLAB PLANFOR REINFORCEMENT AX CORSI It O.C. VIM 94 BASSOON'. EOUALLY SPACED 2 SLAB ON GRADE EDGE DETAIL 1 1/2" = V-0" REINFORCED CONCRETE SLAB GRADE COMPACT FILL REINFORCED CONCRETE FOOTING 3 SLAB EDGE DETAIL AT PORCH 1 1/2" = V-0" EXTERIOR FINISH APPROVED SIDING 6 x 6. POST 2x6 WOOD STUD OR 6x6 WOOD COLUMN SILL PLATE - SIMPSON HD HOLDOWN OR MITEK-USP TO PROVIDE PRE-DRILLED PILOT HOLE FOR LAG PLACEMENT WITH CONSTRUCTION ADHESIVE IN PILOT HOLE AND LAG PLACED IN WET ADHESIVE. TYPICAL. 5/8' 0 8' BOLT EPDXY ANCHORED IN SLAB FOUNDATION 6x6 WOOD COLUMN DETAIL 5 1 1/2" = V-0" 2x6 SILL PLATE L ANCHOR BOLT GRADE LINE ANCHORAGE OF SILL TO FDN WALL 3/4" = 1'-0" 8 1 1/2" = V-0" 4x4. POST SIMPSON ABU OR EM LISP PAU HOLD DOWN FOLPIDATON 4X4 WOOD COLUMN AT PORCH DETAIL 94 BENT BAR AT 24' CC EXTENDED 2%6- INTO SLAB REINFORCED CONCRETE SLAB VAPOR BARRIER COMPACT FILL WALL FRAMING WALL ANCHORAGE HORIZONTALCONT TYPICAL MONOLITHIC FOUNDATION 6 DETAIL 1 1/2" = l'-0" 9 1 1/2" = 1'-0" REINFORCED CONCRETE SLAB VAPOR BARRIER WALL FRAMING WALL ANCHORAGE STRUCTURAL WALL SHEATHING STUD PLATE TIE SILL PLATE GRADE REINFORCED CONCRETE FOOTING - WALL FINISH BOTH SIDES fr STUD PLATE TIE A SILL PLATE Llc ....;1 e INTERIOR REINF. CONE COMPACT FILL STRIP FOOTING TYPICAL INTERIOR STRIP FOOTING ROSCHOLTE I .147e31: DEG ION &ITU WO PLANNING BeeauteDenn Pixie PO 09.303190 St Mynah INOCIO3 4142NOrre Cade SL Themes. vIOCIO2 herein are the sole property of Boschuhe request. Ths document may not be reproduced or coped in whole or in pan Unauthceized use shire invite a claim for or construction Milian a stamped. cc * 1 e N . e a JEFFREY 80SCHULTE i * 087A 4.413 No. Oncelpion ON. CARETAKER'S COTTAGE HURRICANE REPAIRS ADDITION PARCEL NO. A-REMAINDER GREAT ST. JAMES NO. 6A RED HOOK THOMAS, U.S. VIRGIN ST. AND 8 A-2 ISLAND QTR. ISLANDS DETAILS Pawn Dolo nabs, 2019.001.01 03-27-2019 Num by B.JS checked by J.T.B A502 Seale As indicated PROT14 RAFTER JACK RAFTER STRUCTURAL RIDGE SUPPORT STRUCTJAL RIDGE BEAM FACEMOUNT HANGER W/ SLOPED/SKEWED SEAT AT EACH JACK RAFTER TO VALLEY BEAM HIP RAFTER ROOF FRAMING RIDGE STRAPS AT EACH RAFTER STRUCTURAL RIDGE BEAM FACEMOUNT HANGER W., SLOPED SEAT AT EACH RAFTER STRUCTURAL HIP BEAM FACEMOUNT HANGER W/ SLOPED/ SKEWED SEAT AT EACH JACK RAFTER STRUCTURAL HIP BEAM FACEMOUNT HANGER W SLOPED SEAT AT EACH JACK RAFTER TO RIDGE BEAM JACK RAFTER STRUCTURAL VALLEY BEAM VALLEY RAFTER ROOF FRAMING 1 TYPICAL HIP ROOF FRAMING 1 1/2" = 11-0" CORRUGATED METAL ROOF PANEL STRUCTURAL ROOF SHEATHING RAFTER BAG EL. SEE SECTION DOUBLE TOP PLATE 24 FUROR AT RIDGE STAPSON PASTA 36 STRAP OVER EACH RAFTER TYP. 224 PUMAS 024'0.0. ROLE BEAM: SEE ROOF FRPAAN3 PLAN FOR SITE CORRUGATED METAL ROOF PANEL STRUCTURAL ROOF SHEATHING 3 1 1/2" = 11-0" METAL RIDGE CAP FLASHING /It CLOSUIE STFUP i .. - PRE NOU)ED NEOPRENE RIDGE DETAIL TYP. 2'x BLOCKING RAFTER TIE 2x4 PURLINS STUD PLATE TIE. WOOD FRAMED WALL 2x4 PURLINS EDGE ATTLQUENT PATTERN AT CONT FASCIA BOARD TYP. 5* DIA. HALF.ROUND PVC GUTTER STRUCTURAL WALL SHEATHING FASCIA BOARD NOTE: ALL WOOD COMPONENTS SHALL BE PRESSURE TREATED. RAFTER BEARING AT WOOD FRAMED WALL 5 RAFTER BRG. EL. SEE ELEV. DOUBLE TOP PLATE WOOD FRAMED WALL NOTE: ALL WOOD COMPONENTS SHALL BE PRESSURE TREATED. TYPICAL RAINWATER DOWNSPOUT 6 DETAIL EDGE ATTarad,ENT PATTERN AT CONT FASCIA BOARD PVC DOWNSPOUT TO CISTERN: CONNECT TO RAINWATER LEADER ON EXTERIOR OF STUD WALL (SEE ROOF PLAN FOR LOCATIONOF DOWNSPOUTS.) FASCIA BOARD PRE.FNSHEO %CAL PANEL ROOFNCI No LB. FELT PAPER - ETC MIR.. PLYWOOD DECKING W000 RAFTER: SEE ROOF FRAJAING PLAN FOR SQE ROSCHULTE I .167:f NI DEN ION UT u DIU PLANNING Oftttutt. Donn StAie PO BAG WHO St Thomas. VI 0403 4142k/re Cade St Themes. VI 0402 tenet reproduced or copied in whole or in pan or construction whhotrt a stamped. in the tide block of this Drawing. . 00 AA .• a 44 . JEFFREY . .4 * 1 80801178 i 4 N . 887A 03 \/8 .6 10"." No. Oncelpion DNA CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & A-2 NO. 6A RED HOOK QTR. ST. THOMAS, U.S. VIRGIN ISLANDS ROOF DETAILS Prgocirambat Pm 2019.001.01 03-27-2019 Drto4 by B.J.S checked by J.T.B A503 Seale As indicated PROT15 ROSCHULTE I =Int DEN INN !ITU WO PLANNING - [repeated 3 times] _J 1 PERSPECTIVE 01 +MI MP ~iAl I 2 Jill lE PERSPECTIVE 02 n SI TI LU Elautute Damn Sot* B St Thomas. VI tC803 41-12 Servers Gab, St Thomas. VI 00902 Alth ri n G reproduced or cooed in whole or n pan ee JEFFREY .1-1. * i B0SCHULTE i* WA ./ .4 2 ;fiecirts`.." 110. Dasencaion Data A-2 CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PERSPECTIVES ST. Propcmosest Dojo 2019.001.01 03-27-2019 Num by B.JS checkedby J.T.B A901 Seale PROT16 ROSCHULTE I =int DEMING tl TDDID PLANNING LU 1 PERSPECTIVE 03 2 PERSPECTIVE 04 Elasttute Devon Slote PO 04.<303190 Si. Themes. VI OC.03 4142 Kenore Dade Si. Themes. VI 00a02 contained therein. Ins drawing may not c. JEFFREY \ 14":4" * i 8°Sar I * er/ RC III 0:••• N. Descripoon Gas A-2 CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PERSPECTIVES ST. Rapti Ilan combat 2019.001.01 03-27-2019 Num by BJS ChOCINGbY JTB A902 Seale PROT17 2r4• CONT.CAST-PlitACE II CONCRETE SPREAD POSTING NP. - STORAGE/ UNDRY ICI • 1 12 6.1 71,..`cSrrr- CORRIDOR b ViIPPAIT IctmAir 0' • 6 yr H 6* CONCRETE SLAB OH GRADE WITH Al REIMS .0% oc BOTHWAYS TYP 1 POWDER ROOM FOUNDATION PLAN MATERIAL STRENGTHS FOUNDATION NOTES CONCRETE: COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS 1. FOOTINGS AND FOUNDATIONS SHALL BE SUPPORTED ON 8. CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE UNDISTURBED NATURAL SOILS OR ENGINEERED FILL FILL SOILS THAT THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A REINFORCEMENT STEEL: GRADE 60 (YIELD STRENGTH . 60 KSI) SUPPORT FOOTINGS AND FOUNDATIONS SHALL BE COMPACTED 95% MINIMUM OF 6 INCHES. MIN. 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 FOUNDATION WALLS. THE FLOOR ABOVE. OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DRAWING NOTES DAMAGE BY THE BACKFILL 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 PSI. 10. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60 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 318. THAN ONE-HALF THE WALL THICKNESS. STEEL REINFORCEMENT FOR FOUNDATION WALLS SHALL HAVE CONCRETE COVER IN ACCORDANCE S. BOTTOM REINFORCEMENT IN FOOTINGS SHALL BE LOCATED A WITH ACI 318. 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 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 SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING ONE BELOW THE AREA TO BE PROTECTED AND SHALL DISCHARGE BY UNIT VERTICAL IN 10 UNITS HORIZONTAL FOOTINGS SHALL BE GRAVITY OR MECHANICAL MEANS. STEPPED WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTINGS OR WHERE THE SLOPE OF THE 12. FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE 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. C ROSCHULTF I reflUal OLEickuTuDio PLANNING Ebsetute Donn Sbdo PO Sex 303190 St Domes. VI 09003 o -T2 Keepers Cade St Domes. VI 09002 or construction wit oul a stamped. in the Ste block of this Drawing. I SO AR's. t? cc. 7E7RIEY . 429 A* 1 80801ULTE i * 887A 14a Dab A-2 ST. FOUNDATION CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PLAN Propel Dap combat 2019.001.01 03-27-2019 Db00 by B.JS one:hear J.T.B S100 Scab As indicated PROT18 it RAFTER SEE ROOF MING PLAN FOR SIZE EXISTING ROOF 7 3X6 RAFTERS 24 O.C. 3X10 RIDGE BEAM J 3X6 3 WOOD .24 O.C. L 3 "Ilk W 11 OOD RA S®24'0 C. 3X6 WOOD RA S. 24" O.C. f 1. EXISTING ROOF EXISTING RAFTERS 1 ROOF FRAMING PLAN 1/4" = 11-0" ROOFING SCHEDULE ITEM DESCRIPTOR BRNO MODEL SSE SPACING REIANIXS ROOF CSOING PLYWOOD 55. RODFNEI FELT ROOFTO FELT PAPER 304 LAY FELT PARALLEL TO THE EAVES WITH A 2 INCH END LAP HALED SUFFCENTLY TO HOLD IN PLACE LAP 2 INCHKIRIZONTAL PRO 6 INCH VERTICAL MN. PURL INS PRESSURE TREATEOLINEIER 24'0.C. MN. floor PRE.FINISHED CORRUGATED 24 OVERLAP1WO I OVEPLAP SI THE ORECTON OF METAL PANEL ROOFNO OA. CORRUGATONSMN MVP/LINO WINDS TYPICAL EAVE. RIDGE. HIP. PRESSURE TREATED MOWER 24 VALLEY PURLNS F a WEAL CAP NAVAHO PRE.FINt3NED METAL HASHING 26GO. MIN 14' WOE MINIMUM ROOF DECK TO MGSHANK RULE MAZE DOUBLE HOT. 7.10d 2 PER PLAN( OVER EACH 'PH:NAILS FOR RAFTER CONNECTOR MAKS OPPEOGN.V. RAFTER ECIMLLYSPACED PRESSURETREATED LUMBER STOAMOUARD NAAS PURLNS TO RAFTER RING SHANK NAILS MAZE MALE HOT. S.400 2 PER PURLN OVER EACH HAILS FOR CONNECTOR RALE DIPPED GALV. RAFTER ECUALLY SPACED PRESSURETREATED LUMBER STORMGUARD NAAS ROOFNO TO Platt CONNECTOR SELF-TAPPINO SHEET METAL ATLAS BOLT SCREWS & SCRE W CO. CMSON STEEL 003 MEO4 ZNC COATED //l4x2.ift EVERY CORRUGATION AT ALL PAE.FV6IIED HD/AGONY MAD RIDGES. EAVES. GABLES. WITH BONDED EPDM WASHER HIPS. MID VALLEYS; EVERY OTHER CORRUGATION ELSEWHERE H.A94N3 TO SELF.TAPPNG SHEET METAL ATLAS BOLT CARBON STEEL FINDS? 6- O.C. MN PFEWNEHED HOCACONAL MAD PURL INS SCREWS & SCREW CO. CMG MECH. WITH BONDED EPOM WASHER ZNC °DATED I [repeated 3 times] t HIP RAFTER SEE FRAMING PLAN FOR SIZE P RAFTER SEE OF FRAMING PLAN FOR SIZE M. RIDGE BEAM SEE ROOF FRAMING PLAN FOR SIZED C4) 51W THROUGH BOLTS AT EACH LEG TYP. ROOF FRAMING CONNECTION DETAIL 2 1" = l'-0" RAFTERS SUPPORTED ON STUD WALL SIMPSON HGAIOKT MITEK-USP HGAIOKT 3 RAFTER CONNECTORS 1 1/2" = V-0" 4 OVERLAP (2) CORRUGATIONS TYP. METAL ROOFING PANELS - SIMPSON HIOA (HI. H14 SIMILAR) DIRECTION OF PREVAILING WINDS TYP. 1 FIELD APPLIED 30a ROOFING FELT BUTYL SEA 1 ROOF DECKING RAFTERS PER ROOF PLAN Metal Panel Roofing Typ. Connection Detail 1" = l'-0" iI L Txratrir STEEL ANGLE BOTH SIDES WITH THROUGH BOLTS AS SHOWN SIMPSON MTSA STRAP OVER EACH RAFTER TYP. (2)316' DIAMETER 6" LONG HOT-DIPPED GALVANIZED COUNTERSUNK AND CAULKED LAG BOLTS EACH RAFTER TYP. NOTE: AU. WOOD COMPONENTS SHALL BE PRESSURE TREATED. SHEET METAL SCREWS EVERY OTHER CORRUGATION TYP. NOTE: ROOFING SCREWS SPACED AT EVERY CORRUGATION AT AU. RIDGES. EAVES. GABLES. HIPS AND VALLEYS. C ROSCHULTE ,oninco+ DESIGN PIT u I PLANNING Elasttute Devon Sbdo PO Box 303190 St Thomas. VIGGO& 41-42 Kowere Gaits St Thomas. VIGGO& Boschulle Design Studio to any cost or or construction Mthoul a stamped. ee rt~i JEMMY el * 1 808011TE i * A 887A it : 41 ••••........., itfee \kiln Or IS. outdo= Dala A-2 CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION ROOF FRAMING PLAN ST. Rood Dam maw 2019.001.01 03-27-2019 Doom bir B.JS cheesed by J.T.B S201 Seale As indicated PROT19 C ROSCHULTE I .147.1:: DEG INN II TUGIO PLANNING ELECTRICAL LEGEND GFI NIP 120, 20 AMP GROUNDED RECEPTACLE 120, 20 AMP GROUNDED RECEPTACLE MOUNTED 4" ABOVE COUNTERTOP 120, 20 AMP GROUNDED RECEPTACLE W/ INTEGRAL GROUND FAULT INTERRUPTING PROTECTION WEATHERPROOF 120V GROUND FAULT RECEPTACLE 240V 1-PHASE 40 AMP. FRESTANDING RANGE OUTLET 240V 1-PHASE 30 AMP. WATER ELECTRIC HEATER OUTLET 240V 1-PHASE 30 AMP. DRYER OUTLET SINGLE POLE, SINGLE THROW LIGHT SWITCH THREE WAY LIGHT SWITCH WALL MOUNTED EXTERIOR WEATHERPROOF LIGHT FIXTURE (FLOOD LIGHT TYPE) MOUNTED BELOW ROOF EAVE CEILING MOUNTED LIGHT FIXTURE 1'x4' CEILING MOUNTED SURFACE FLUORESCENT LIGHT FIXTURE 4 TELEPHONE / WIRED NETWORK JACK CABLE TV OUTLET WITH EMPTY CONDUIT PROVISIONS SMOKE ALARM W/ 120V SUPPLY VOLTAGE TV PANEL BOX CEILING MOUNTED PENDENT TYPE LIGHT FIXTURE (2) 1x8 FLUORESCENT LIGHT FIXTURE WITH VALENCE SEE DETAIL 2 SHEET E-1 CEILING FAN WITH LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE (WP = WEATHERPROOF) GENERAL ELECTRICAL NOTES I. ALL WORK SHALL COMPLY WITH THE V.I. AND NATIONAL ELECTRICAL CODES. 2. CONTRACTOR SHALL OBTAIN ALL ELECTRICAL PERMITS REQUIRED FOR THE ELECTRICAL PORTION OF THE JOB. 3. CONTRACTOR SHALL COORDINATE THE CONNECTION BETWEEN THE EXISTING UTILITY COMPANY POWER LINES AND THE NEW CONSTRUCTION. 4. ALL SMOKE DETECTORS SHALL BE HARDWIRED WITH A DEDICATED UNSWITCHED 120V POWER SUPPLY WITH BATTERY BACKUP AND SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE. 5. THE CONTRACTOR SHALL INSTALL A SINGLE METTER FOR EACH DWELLING UNIT AT THE EXISTING METER BANK. 6. THE FIXTURE SYMBOLS SHOWN ON THE DRAWING ARE GENERIC AND REPRESENT THE TYPE OF LIGHT SOURCE INTENDED FOR USE. THE OWNER SHALL SELECT THE FIXTURES AND COORDINATE THE STYLE. COLOR AND LAMP REQUIREMENTS WITH THE GENERAL CONTRACTOR. 7. PROVIDE ONE 30 GALLON 240V 1-PHASE WATER HEATER FOR EACH DWELLING UNIT AT CISTERN LEVEL PUMP ROOM. SMOKE ALARM NOTES 1. SMOKE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMAS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. 2. ALL SMOKE ALARMS SHALL BE LISTED AND ISNTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE INTERNATIONAL RESIDENTIAL CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. 3. IN NEW CONSTRUCTION. THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE. AND WHEN PRIMARY POWER IS INTERRUPTED. SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. GENERAL NOTES I. COORDINATE EQUIPMENT ELECTRICAL LOADS WITH OWNER PRIOR TO PURCHASE OF PANELBOARDS AND ASSOCIATED CIRCUIT BREAKERS. WORK NOTES I. FROM NEW DWELLING UNIT PANELBOARD ON EACH LEVEL EXTEND SECONDARY FEEDER AND SPARE UNDERGROUND IN TRENCH TO METER BASE AT EXISTING METER BANK. INSTALL WARNING MARKER RIBBON ALONG ENTIRE LENGTH OF RUN. 2. AFTER ALL FEEDER CONDUITS HAVE BEEN INSTALLED lig MINATIONS COMPLETED. ARRANGE FOR INSPECTION OF CONNECTIONS AND TRENCH RIOR TO BACKFILLING AND COMPACTING SOIL. 3. INSTALL NEW CONDUIT FOR DATA. TELEPHONE. AND CABLE TV FROM UTILITY POLE IN COMMON TRENCH WITH POWER FEEDERS BACK TO EACH DWELLING UNIT. MARK AND IDENTIFY EACH RUN AT 6FT. INTERVALS AND PROVIDE WARNING MARKER RIBBONS ALONG ENTIRE LENGTH OF RUN. 4. PULL DATA. TELEPHONE, AND CABLE TV CABLES IN NEW I-1/2' CONDUIT BACK TO EACH DWELLING UNIT TERMINAL BLOCKS FROM UTILITY POLE TO EACH DWELLING UNIT. IECC GENERAL NOTES I. THE SUBJECT PROPERTY IS NOT CONDITIONED. THERMAL ENVELOPE COMPLIANCE IS EXEMPT. 2. WATER HEATER TYPE IS A SOLAHART MODEL 302L 80 GALLON CAPAPCITY WITH OG 300 RATING. 3. THE SOLAR WATER HEATER SHALL BE PROVIDED WITH AN AUTOMATICE READILY ACCESSIBLE MANUAL SWITCH THAT CAN TURN OFF THE HOT-WATER CIRCULATING PUMP WHEN THE SYSTEM IS NOT IN USE. 4. THE SOLAR WATER HEATER PIPING IS 314-o AND SHALL BE INSULATED WITH A MINIMUM R-3 INSULATION. 5. SEE SHEET E-0 AND E-1 FOR POWER AND LIGHTING PLANS. 6. RECESSED LUMINAIRE LIGHTS SHALL BE IC.RATED (INSULATED CONTACT). AND A MINIMUM OF 75 PERCENT OF THE LAMPS IN THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH EFFICIENCY LAMPS OR A MINIMUM OF 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICIENCY LAMPS. 7. SEE SHEET E-0 ANIYOR E-1 FOR LIGHTING FIXTURE SYMBOLS. I I CEILING MOUNTED LIGHT FIXTURE WITH INTEGRAL EXHAUST EF FAN PRIMARY SERVICE INSTALLATION NOTES PANELBOARD NOTES 1. ALL PANELBOARDS SHALL HAVE A 1. ICAL CONTRACTOR SHALL ARRANGE FOR SUBMISSION OF RATING NOT LESS THAN THAT OF THE . APPROVED INSTALLATION DRAWINGS PRIOR TO MINIMUM SERVICE ENTRANCE OR NOTE: COMMENCEMENT OF PRIMARY SERVICE WORK. FEEDER CAPACITY REQUIRED FOR COMPUTED LOAD. 2. ELECTRICAL CONTRACTOR SHALL C RDINATE AND SCHEDULE ALL JUNCTION OR OUTLET BOX HEIGHTS ARE TO THE PRIMARY SERVICE TIE-IN WORK WITH 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 2. THE USE OR PURPOSE OF ALL PANELBOARD CIRCUITS SHALL BE CENTER OF THE BOX UNLESS OTHERWISE INDICATED. IM) i LEGIBLY MARKED AND IDENTIFIED ON A CIRCUIT DIRECTORY LOCATED ON 3. CONTRACTOR SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS OF PRIMARY SERVICE INSTALLATION AT THEREQUIRED THE FACE OR INSIDE THE DOOR OF STAGES OF CONSTRUCTION. THE ENCLOSURE. 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 ALL RESPECTS FOR THIS PROJECT (i.e. SS-2. SS-20. 55.27, SS-28. ETC.) THAN TWO MAIN CIRCUIT BREAKERS OR TWO SETS OF FUSES HAVING A COMBINED RATING NOT GREATER THAN THAT OF THE PANELBOARD. easetute Devon $bdo PO ace 3031 90 Si. Moms,. viOte03 si-i2Kenseregeoe St Thema. viOte02 herein are the sole property of Boschulte reproduced or coped n whole or n pan 0O: ffity l? AR • .:4Os4: cc BOS69CRIATE : * 7A .. co .1 co • ;17801111S?•".. No. Descriplion DMA A-2 CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER 8 NO. 6A RED HOOK QTR. THOMAS, U.S. VIRGIN ISLANDS NOTES ST. ELECTRICAL ensonninber 2019.001.01 ma 09-27-2019 Dine es BJS midway JTB E100 Seale As indicated PROT20 C R OSC HU LTE I ilifaiglit DEMING IITUGIO PLANNING ELECTRICAL LEGEND Hole HOT ALL sneots Ana OSLO r, onodECT CLOAT 4 F er lea 59 S Se" S \S BEDROOM 106 180 SF OM ljtAUNDRYC\ 1C9 69 SF 41- o 0 POWDER ROOM IC5 4 SF SjlEURU:294 le4 DECK 2 Ito 174 SF a [repeated 3 times] DECK 1 101 405 SF 1 PROPOSED ELECTRICAL PLAN 1/4" = 1'-0" PUMP ROOM 111 17 SF ti KITCHEN 103 126 SF 120, 20 AMP GROUNDED RECEPTACLE 0 120, 20 AMP GROUNDED RECEPTACLE MOUNTED 4" ABOVE COUNTERTOP 120, 20 AMP GROUNDED RECEPTACLE W/ INTEGRAL GROUND FAULT INTERRUPTING PROTECTION GFI WP TV EF NOTE: WEATHERPROOF 120V GROUND FAULT RECEPTACLE 240V 1-PHASE 40 AMP. FRESTANDING RANGE OUTLET 240V 1-PHASE 30 AMP. WATER ELECTRIC HEATER OUTLET 240V 1-PHASE 30 AMP. DRYER OUTLET SINGLE POLE, SINGLE THROW LIGHT SWITCH THREE WAY LIGHT SWITCH WALL MOUNTED EXTERIOR WEATHERPROOF LIGHT FIXTURE (FLOOD LIGHT TYPE) MOUNTED BELOW ROOF EAVE CEILING MOUNTED LIGHT FIXTURE 1'x4' CEILING MOUNTED SURFACE FLUORESCENT LIGHT FIXTURE TELEPHONE / WIRED NETWORK JACK CABLE TV OUTLET WITH EMPTY CONDUIT PROVISIONS SMOKE ALARM W/ 120V SUPPLY VOLTAGE PANEL BOX CEILING MOUNTED PENDENT TYPE LIGHT FIXTURE (2) 1x8 FLUORESCENT LIGHT FIXTURE WITH VALENCE SEE DETAIL 2 SHEET E-1 CEILING FAN WITH LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE (WP = WEATHERPROOF) CEILING MOUNTED LIGHT FIXTURE WITH INTEGRAL EXHAUST FAN JUNCTION OR OUTLET BOX HEIGHTS ARE TO THE CENTER OF THE BOX UNLESS OTHERWISE INDICATED. Basttute Donn $,do 84.<30:3190 Si. Mmes. VOWS 41-42KcessereOa6e Si. Mmes. VOWS trIZEISS reproduced or coped in whole or in pan without the wmten permission of . gnt it JEFFREY 1 a a : .-SCHUI 68 .6i.7.1A..I.T:El tirs Ni ossencoon Dab A-2 BJS JTB CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER 8 PROPOSED PLAN 2019.001.01 03.27.2O19 by ST. ELECTRICAL Froficecrnece DAN Once Checked by E101 Seale As indicated PROT21 CLOTHES DRYER EXHAUST NOTES LAVATORY NOTES DRAWING LEGEND I. LAVATORIES SHALL CONFORM TO AMERICAN SOCIETY OF 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 THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 1.25 INCH IN DIAMETER. HOT WATER SUPPLY LINE SCREENS SHALL NOT BE INSTALLED AT THE DUCT TERMINATION. 3. THE MAXIMUM ALLOWABLE FLOW RATE FOR LAVATORY SANITARY BUILDING DRAIN 3. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 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 JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. SHOWER NOTES H.B. HOSE BIB I. SHOWER BASES SHALL HAVE OUTLETS AND OVERFLOWS AT 6. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO LEAST 1.5 INCHES IN DIAMETER, AND THE WASTE OUTLET SHALL THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LENGTHS. BE EOUIPED WITH AN APPROVED STOPPER. SHUT-OFF VALVE NOT TO EXCEED 8 FEET IN LENGTH AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION. 2. DOORS WITHIN A SHOWER ENCLOSURE SHALL CONFORM TO AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASME A112.19.15. PO FLOOR DRAIN WITH REMOVABLE STRAINER 7. THE DIAMETER Of THE EXHAUST DUCT SHALL BE AS REQUIRED BY THE CLOTHES DRYER'S LISTING AND THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 3. SHOWER FLOORS AND WALLS OF SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBANT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS PUMP WATER SUPPLY PUMP FOR CISTERN WATER SUPPLY THAN 6 FEET ABOVE THE FLOOR. 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 ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45.DEGREE BEND AND 5 FEET FOR EACH SHOWER HEAD OURET SHALL BE SECURED TO THE PERMANENT STRUCTURE. 90-DEGREE BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 5. SHOWERS SHALL BE EOUIPED WITH CONTROL VALVES OF THE PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPES WITH HIGH LIMIT STOPS IN ACCORDANCE WITH AMERICAN SOCIETY OF SANITARY ENGINEERS ASSE 1016. THE HIGH LIMIT STOPS SHALL PLUMBING FIXTURE SCHEDULE - FIRST LEVEL BE SET TO UMIT WATER TEMPERATURE TO A MAXIMUM CLOTHES WASHING MACHINE NOTES 1. CLOTHES WASHING MACHINES SHALL CONFORM TO AMERICAN SOCIETY OF SANITARY ENGINEERING ASSE 1007. 2. THE WATER SUPPLY TO CLOTHES WASHING MACHINES SHALL BE PROTECTED AGAINST BACKFLOW BY AN AIR GAP INSTALLED INTEGRALLY WITHIN THE MACHINE OR WITH THE INSTALLATION OF A BACKFLOW PREVENTER. 3. THE WASTE FROM CLOTHES WASHING MACHINES SHALL DISCHARGE THROUGH AN AIR BREAK INTO A STANDPIPE OR INTO A LAUNDRY SINK. THE TRAP AND FIXTURE DRAIN 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 3 INCHES IN DIAMETER. WATER CLOSET NOTES 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. 3. FLUSH TANKS SHALL BE PROVIDED WITH OVERFLOWS DISCHARGING TO THE WATER CLOSET CONNECTED THERETO AND SUCH OVERFLOW SHALL BE OF SUFFICIENT SIZE TO PREVENT FLOODING THE TANK AT THE MAXIMUM RATE AT WHICH THE TANKS ARE SUPPLIED WITH WATER ACCORDING TO THE MANUFACTURER'S DESIGN CONDITIONS. 4. ALL PARTS OF THE FLUSH TANK SHALL BE ACCESSIBLE FOR REPAIR AND REPLACEMENT. S. WATER CLOSETS SHALL BE EOUIPED WITH SEATS OF SMOOTH. NONABSORBENT MATERIAL AND SHALL BE PROPERLY SIZED FOR THE WATER CLOSET BOWL TYPE. 6. THE MAXIMUM ALLOWABLE FLOW RATE FOR WATER CLOSETS SHALL BE I.6 GALLONS PER FLUSHING CYCLE. 120' F (49• C). SINK NOTES I. SINKS SHALL BE PROVIDED WITH WASTE OUTLETS NOT LESS THAN 1.5 INCHES IN DIAMETER A STRAINER. CROSSBAR. OR OTHER DEVICE SHALL BE PROVIDED TO RESTRICT THE CLEAR OPENING OF THE WASTE OUTLET. ITEM AMOUNT 1 MIN. SUPPLY PIPE SIZE MIN. TRAP SIZE REMARKS KITCHEN SINK I,? 1-1/2' WATER CLOSET, TANK-TYPE 2 3/W PERS sawi.PECFIG 1.6 GAL PER FLUSH LAVATORY 2 a/8' 1-1/4" SHOWER 1 1/2' 2' CLOTHES WASHING MACHINE 1 1/2' 2' HOSEBIB 2 1/2' N/A LAUNDRY SINK 1 1/2' 1-112' GENERAL NOTES 1. ALL PLUMBING AND ELECTRICAL WORK SHALL COMPLY WITH THE VI CODE. INCLUDING REFERENCED PLUMBING AND ELECTRICAL CODES AND STANDARDS. 2. PLUMBING PLAN IS DIAGRAMATIC. PLUMBER SHALL INSTALL WORK IN WAY DEEMED MOST EFFICIENT TO ACHIEVE DESIGN LAYOUT INTENT. ROSCHULTE I .167Alt, DEN INN tl TUIID PLANNING Oftelluto Donn Nude PO 84.30310 St. Thome,. VI 00603 41-12Koroon Cade St. Thome,. VI 0N002 reproduced or coped in whole or in part Unauthceized use shire invite a claim for or construction Mthout a stamped. oot sED cc * 1 A ; 0;*. AR ... e a JEFFREY . . 4 8080111.TE i * 887A 4.43 No. Doscolpoon ON. CARETAKER'S COTTAGE HURRICANE REPAIRS ADDITION PARCEL NO. A-REMAINDER GREAT ST. JAMES NO. 6A RED HOOK THOMAS, U.S. VIRGIN ST. AND 8 A-2 ISLAND QTR. ISLANDS PLUMBING NOTES pv,....... Dow 2019.001.01 03-27-2019 Doom by BJS meows br JIB P100 Seale As indicated PROT22 R OSC U E I M t: UINI DEN INN PITY WO PLANNING HOT WATER SUPPLY LINE FROM PUMP ROOM COLD WATER SUPPLY UNE FROM PUMP ROOM NEW COLD WATER SUPPLY LINE FROM CISTERN TO PUMP ROOM H.B. PROVIDE (2) NEW 4' DIA PVC CISTERN OVERFLOWS AT THIS LOCATION CLOSET 107 41 SF 108 v59 SF BEDROOM 106 180 SF - DRY CII LE NDJWA 109 I. pll 69 SF 1 ,w7a - Ill oDmER 4 LAV 05 ISJSF CORRIDOR 104 158 SF NOTE: CAP ALL LINES AT EXISTING LAUNDRY ROOM DURING CONSTRUCTION. UL - L o PUM,V C BUILDING WASTE TO ONSITE WASTE WATER TREATMENT PUMP ROOM WIC IL KITCHEN 103 126 SF L LIVING ROOM 102 423 SF - 1 PROPOSED PLUMBING PLAN 1/4" = V-0" WATER PUMP + ELECTRICAL WATER HEATER (EXISTING) NOTE: CAP ALL LINES AT EXISTING BATHROOM DURING CONSTRUCTION. EXISTING OUTDOOR SHOWER TO REMAIN DRAWING LEGEND H.B. FD PUMP WH COLD WATER SUPPLY LINE HOT WATER SUPPLY LINE SANITARY BUILDING DRAIN SANITARY BUILDING DRAIN DOWN WATER SUPPLY LINE UP FROM PUMP ROOM HOSE BIB SHUT-OFF VALVE FLOOR DRAIN WITH REMOVABLE STRAINER WATER SUPPLY PUMP FOR CISTERN WATER SUPPLY 30 GALLON WATER HEATER Soectute Damn Sksfoo PO Bea 3C0190 Si. Thomas. M*03 4142 Keyes Gado St Thomas. VION902 request. Thrs document may nal be reproduced or coped in whole or n pan firm of this daumen1 or any part Boschulle Design Studio to any cosi or damages for any enor or omission tot c, JEffREY .24 * k 8°S6CSIIV E i* G*... Rs• %;iiiiiii ts3'. N. ocienpoon Dale A-2 CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PROPOSED PLUMBING PLAN 2019.001.01 03-27-2019 ST. Pro/mt.-meet Dale Dingy B.JS Checked's. J.T.B P101 Sea As indicated PROT23