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 arn. OSC H U LTE .1.4=41 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. ...fleaill 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 EFTA00798250 SIT? aits......c>angsin sfis-a* )e Wit ------ 1-M-c;-) --Intik kk\ ,00\4111\e- siNtIL ctas -W-t..,,,_......._,H-Hogiti_•----,--- it; \ iiri,47_rs401.5patviiwit4 if: 2 II er\ple t P ' awlF,.....:t0 ,-11;:4_,-Tht .441 i 1 1 , # i, 1/400 2 /.7 14,.... /— LiSITE 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.eCTitt 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 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 thereof shall not In anyway subject Boschulte Design Studio to any cost or damages for any error cr. omission contained therein. This drawing may not be used for the purposes of contracting 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. 0... ... # , 54) ilk sly;....../.. S. ISS0o. OS 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 Pion lintel 2019001.01 owe 03-27-2019 Drai% by J7B CPSPM by JTB C 1 0 1 Sib AS SHOWN EFTA00798251 ♦ 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 igu (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. et 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 This document and the designs contained herein are the sole property of Boschulte Design Studio and shall be returned upon 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. Unauthorized use shall mete a claim fix compensation. The use by any person or arm of this document or any part thereof shall not In anyway subject Boschulte Design Studio to any cost or damages for any error rot. omission contained thSrOin. This drawing may not be used for the purposes of contracting or construction without a stamped. Sired. and dated Release Authorization in the title block of this Drawing. ,.41E71 Al II I. 4. se . JEMMY * t near 0 \ ..;• P7;1 1 M SY?..... . ... • • t; , 5) I*iss No. ISerlpice OS 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 Picts nuererr 2019.001.01 ore 09-27-2019 Ormsby JTB ana by JTB C102 Ss% AS SHOWN EFTA00798252 CROSCHULTF I 'mom LIElitCM liTU1iO 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 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 it part without the wan permission of Boschulte 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 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. •• ......... ..tsED 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 & GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. THOMAS. U.S. VIRGIN ISLANDS EXISTING FLOOR PLAN p.a.. Dolo 2019.001.01 03-27-2019 Drum Cht0P.1ty Scab by JTB JTB R101 As indicated EFTA00798253 CROSCHULTE 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" 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 or construction vethoul a stamped. signed, and dated Release Authorization 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 --. A-2 CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. THOMAS. U.S. VIRGIN ISLANDS 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 EFTA00798254 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 11 IT r NIT ITf II 1 EXISTING SOUTH ELEVATION 1/4" = 1'-0" [TILT- 2 EXISTING WEST ELEVATION 1/4" = 1'-0" 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 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. •• .............tstO Ali .• ' le * re . 1 JEFFREY . el ... BOSCHULYE i* ok GM pa. •:.1;\•• • at ..;# tin iniSOP lb. Dssordpim Dols ST. CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & A-2 GREAT ST. JAMES ISLAND NO. 6A RED HOOK QTR. THOMAS. U.S. VIRGIN ISLANDS 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" EFTA00798255 ICROSCHULTE 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 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 n whole or n pan without the wmten permission of Boschulte Design Studio. Neither this 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. signed. and dated Release Authorization in the title block of this Drawing. ..... /tie? AR •.:4O s4: cc * BOSINULTE : * 697A.. re .1 Cr • ;1780,11 0:•`.. N. Description Dal --. A-2 --._ CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. 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' EFTA00798256 e FS OS C H U LT F I Went OtlitCM liTU1 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 FLAUNDRY ; 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\ "1:0i 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 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 cocied in whole or m part 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 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 or construction without a stamped. signed. and dated Release Authorization in the title block of this Drawing. .. ......... totsED AR ... • to. ea . JEFFRY . c2, -* I 80801178 i* A 887A s" .....P ••••......... "lg. C. NOIR tO.......... Oda A-2 ST. PROPOSED --- CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. THOMAS. U.S. VIRGIN ISLANDS FLOOR PLAN pew.. Daio 2019.001.01 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. vNETAL VALLEY FLASHNO —EXISTING ROOF —6-I,PRE.FINISIYED CORRUGATED OALvALUME ROOFING - CONT. RAINWATER GUTTERS NEW ROOF fi6:12—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 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 Boschulle Design Studio. Neither this document nor any portion thereof may be used on any other project. Unauthcraed 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 vethoul a stamped. signed, and dated Release Authorization in the title block of this Drawing. .. ......... et* cc. AFRO . ea **I 808011TE i* o4,‘ 887A .443 -.:0 ••••••—•-• t..- • cm..... !A ....se t,.., No. oncdP en Oda --. A-2 --._ CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. THOMAS. U.S. VIRGIN ISLANDS ROOF PLAN ST. PROPOSED pew.. OM 2019.001.01 03-27-2019 DAWal by BJS midway JTB A102 Seale As indicated EFTA00798258 ICR OSC HU LTE I ilifs7Int DEN INN tlTUGIU 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 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 n whole or n pan without the wmten permission of Boschulte Design Studio. Neither this 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. signed. and dated Release Authorization in the title block of this Drawing. ..... ot:FReB•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 GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. 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 EFTA00798259 CR 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 BEDROOMP 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 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 coal or damages for any error or omission 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 elle block of this Drawing. .0.. ......... O18 AR ... te cc . JEFFREY . .4 *1 80801ULTE i* A 887A it ....P '',........., 41.... \Ng Or ..... An. No. Ducelpeon Oda A-2 CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. THOMAS. U.S. VIRGIN ISLANDS ST. ELEVATIONS emporia Om « 2019.001.01 03-27-2019 Omen by BJS Checked by JIB A202 Seale VC l'-0" EFTA00798260 ICROSCHULTE 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 LEVELler-cr \ Or LIVING TOP PLATE ir - 9 1/2" BEDROOM Au /WING- 3 1/2' ROOM._% \FOUNDATION CISTERN $-0 VElasttuteDeGan SW* PO Bo( 303190 Si. Thema. viOC003 4142KcevereGa60 Si. items. viOCO02 ..aF"tnt., 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. 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. :,.,tomelosnAI '' ......*:. * Biarelitteff * se...PROIN 0.•... No. Description Dale --. A-2 --._ CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. THOMAS. U.S. VIRGIN ISLANDS SECTIONS ST. BUILDING Propeiranbat ON. 2019.001.01 03-27-2019 Num bir BJS Cheekedby JIB A301 Seale 1/4e V-IY EFTA00798261 CROSCHULTF 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 LevelFamily 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 110DECK 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 This document and the designs contained herein are the sole property of Boschulle Design Studio and shall be returned upon request. The document may not be reproduced or coped in whole or in pan without the written permission of Boschutte Design Studio. Neither this document nor any potion 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 title block of this Drawing. .. ......... /on AR ... et e. MEW . c2.t *I e0SalULTE 1 * E tots: Bei : Ali is.c..c::4:: los oieripein Wiz A-2 ST. CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. THOMAS. U.S. VIRGIN ISLANDS SCHEDULES pew.. bolo 2016001.01 03-27-2019 Wart by B.JS checked by JIB A400 Sew As indicated EFTA00798262 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 tlTOOIO PLANNING Elosttute Devon SW* PO Bea 303190 St Thomas. VI 09403 41-12 Keepers GLOP St Thomas. VI 09.02 This document and the designs contained herein are the sole property of Boschuhe Design Studio and shall be returned upon request. This document may not be reproduced or cooed 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. 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 coal 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 elle block of this Drawing. * 8°S.C.TLTE * se;•178C IN O., Caunpoon Dab --. A-2 CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER /1 GREAT ST. JAMES ISLAND 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 EFTA00798263 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 WALLPOLVETHAENE 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 This document and the designs contained herein are the sole property of Boschuhe Design Studio and shall be returned upon request. Ths document may not be reproduced or coped in whole or in pan without the written permission of Boschulte Design Studio. Neither this 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 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 Milian a stamped. signed, and dated Release Authorization in the title block of this Drawing. cc *1 eN. ;0.------ ..;* .. ......... 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 EFTA00798264 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 /ItCLOSUIE 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 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 in whole or in pan without the written permission of Boschulte 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 whhotrt a stamped. signed. and dated Release Authorization in the tide block of this Drawing. ......... . ...., . 00 AA .• a 44 . JEFFREY . .4 *1 80801178 * i ./ 4N. 887A 03 \/8.6 10"." ..... ni. .... No. Oncelpion DNA CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & A-2 GREAT ST. JAMES ISLAND 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 EFTA00798265 ROSCHULTE I =Int DEN INN !ITU WO PLANNING --- _J 1 PERSPECTIVE 01 +MI MP ~iAl I 2 Jill lE PERSPECTIVE 02 n SI TI LU Elautute Damn Sot* BSt Thomas. VI tC803 41-12 Servers Gab, St Thomas. VI 00902 Althrin 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 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. ee JEFFREY .1-1. * i B0SCHULTE i* . WA • ./.42 ;fiecirts`.." ---------- 110. Dasencaion Data --. A-2 --'— CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. THOMAS. U.S. VIRGIN ISLANDS PERSPECTIVES ST. Propcmosest Dojo 2019.001.01 03-27-2019 Num by B.JS checkedby J.T.B A901 Seale EFTA00798266 ROSCHULTE I =int DEMING tlTDDID 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 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. •• c. JEFFREY \14":4" * i 8°Sar I * er/ RC III 0:••• N. Descrip0on Gas A-2 —._ CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. THOMAS. U.S. VIRGIN ISLANDS PERSPECTIVES ST. Rapti Ilan combat 2019.001.01 03-27-2019 Num by BJS ChOCINGbY JTB A902 Seale EFTA00798267 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. CROSCHULTF I reflUal OLEickuTuDio PLANNING Ebsetute Donn Sbdo PO Sex 303190 St Domes. VI 09003 o-T2 Keepers Cade St Domes. VI 09002 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. .. ........ /ISO AR's. • t? cc. 7E7RIEY . 429 A* 1 80801ULTE i * .°\ 887A 14a se.° ...• • • • . . • • • ' Dab A-2 ST. FOUNDATION CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. THOMAS. U.S. VIRGIN ISLANDS PLAN Propel Dap combat 2019.001.01 03-27-2019 Db00 by B.JS one:hear J.T.B S100 Scab As indicated EFTA00798268 itRAFTER 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 Fa 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 I I 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. CROSCHULTE ,oninco+ DESIGN PIT u I PLANNING Elasttute Devon Sbdo PO Box 303190 St Thomas. VIGGO& 41-42 Kowere Gaits St Thomas. VIGGO& 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 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 or construction Mthoul a stamped. signed, and dated Release Authorization in the title block of this Drawing. .. ......... ee rt~iJEMMY el *1 808011TE i* A 887A it : 41 ••••........., itfee \kiln Or ..... A ... IS. outdo= Dala --. A-2 CARETAKER'S COTTAGE HURRICANE REPAIRS AND ADDITION PARCEL NO. A-REMAINDER & GREAT ST. JAMES ISLAND NO. 6A RED HOOK OTR. THOMAS. U.S. VIRGIN ISLANDS 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 EFTA00798269 CROSCHULTE 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 SHAL