EFTA01110082

A 2 PROPERLY 3 000 r ir - BUILDINGAMINO! r b Vgli r1 LAND USE LEGEND CA Onin MVILLJON St. Amin cut lin COMAGECALCIAATION ....,.„,....„, - —....... -- -- SPA = Llama sriaxnms IM IllOKOIOACCISKNY 421 &a Milan DOIKAIMINIII I .......-,"..**. ::r.r...a ........... a FAROS 'X ••• Wen ...XL Ss.. LITTLE STJAMES laca Is 1. 4 1- ....... al•viainonal• 14 n " ..Cain .•”...... ..* RED IlOCKOUARIER b1 , 1 a lislaelearsitiaa. • I COP GOMA ft. Wet MAUS C4 84 uumilKOMOI C. USING MAN NESS • --- :Z=4:-....... a F. ct ...1 lawricCAMs• Aricaltai an r...T=I7='"`"'"' """'"'" STANOMAS.US.VIRGIN .4.1i.c c ---.. 10.11001‘11WAIX•1 m C.il tiafikirst +orm. ........„-....-- ...... ants rp .2 2 - C 3 Ian) its manna Ca sulepar.a illeiii ....................m. LANT I C OCEAN Ca MM.Mel ICUAIN3 tt §- b .t t ft ".....iinina74 ISIMTIOASSft C1I-MINGUAft Oa I/ atasvaurr Seen/Skvits ,,..... i IliN ,..... = OPIMINCT USW.lfts --00 n u , vn .-e. . -. ............. .:: 2 r; (4 MEMOS 0/ LX01.0•061011M „, _„, . =tr ain a / .p t V MIN) MI WI c4 Waim.ovoluosra mr., 4%. ....••••• .......... . S k li ......... .................. -FOR (../ MISKANICAllitilLDLVJS ............. 1•010111) KM Cuaturit ...., ••••••••••• ....-......... / 12 0- -......0.....—§ H ILI 8 4k O ,... ci en :.-- .......... :: < gti t i C..I ISSilliOnaLna • • •— -- -......n. Win •• 8 1 A o .... e2 tet 9 € i .....00or on moan PilekeSour/ ::,...•••:-....."— ----- ,..... ... , ....... a .....,,, 2 PEI .1, site location < PLOT PL il i wi nowcsocusicoroo/ Man COW ..., CLUMG NATI.. • CAR I BBEAN SEA gis. te 0...niknawa IL.6 TIMING('NUN. / . Iiil IS IIL f. C‘ ni , C.1 'AI "If e• A...., . 1.4 '2 ( Oi it r l . Dog Island CIA PART OF ST.THOMAS Is. ..-.t t bt II-5 .:...611..I.OLKOLITPAW.1.11. iate: I'- I G-0- 1 ..8 i P rf4/5 N o Conb0oon Soo t c u ct t l MASTER Project Data: w atill E .I , I , I ® LITTLE ST. JAMES n.!. BASE PLAN itl! 1.409 S in 3e U.S. VIRGIN ISLANDS ✓ CZNI EXHIBIT A ZONING: R I -C2M i 2 1E 02.01.20'0 REVISIONS I 2 1 g1 FN LOT SIZE: DENSITY: 23 act. rita No DESCR3F1 11 DATE 1i _ _—— OCCUPANCY: rita ty ,• ,,,a g-aill ..b .,i TOTAL LOT COVERAGE: rita i 6 or 2 g __. — PAUL, 1 MAIN LEVEL AREA: I . I 96 milt (enclosed/ i,; s FERRERAS, PE DECK AREA: 1.693 Sci.ft. [ H IT PRUCTURAL ENGINE I I h ' I TOTAL ROOF AREA: 2.889 Sq.ft. & Og I 9.-42,• ag £ " r: ota tenirsataa orcr enatoig wair,v.i F. ROOF AREA FOR CATCHMENT: 2.889 sq./C. §3h lilt 0 • 0 0 • CISTERN CAPACITY: water soppy by CZM approved R.O. plant. pp SEWAGE TREATMENT: MULTI-FLO or EQUAL E 1 t NEV/YORK UCE?the No 059450 50 sewage System ;lip I NEV/ JERSEY LICENSE GE 32849 FLORIDA LICENSE No 5G406 • PARKING: WA Q . VIRGIN ISLANDS LICENSE No 48 It t} It ti 1 • al • II I G2 i Ii ' List of Drawings: 4.. 2QP: e 2..e. . t9 i § t. ta . PA-PISMO CC Moil 24'.1,94 52 5CeM • C. . .e,ss? • Gl— PLOT PLAN—PROJECT DATA. It 21 J I G2— GENERAL NOTES—SITE DTL,S. _ _ i i i rs Al- FLOOR PLAN-ELECTRICAL. ALL INI-CRMAIICti CONTAftt0 gni§ SCHEDULES=PLUMBING ISO. MEREIN IS IME PROPERTY Of PAUL eftre 0'4' fEWERAS. THE CONCEPTS. IDEAS. DESIGNS A2- ELEVATIONS. Am0 DEMO AS SMOWN ON Mt DOCUMETS WERE CREATED . ili • n0 _______ ____:__,s ..r. -^--- A3- ELEVATIONS. DEVELOPED AND PREMIUM fOR USE ON THE SPECIFIC PROJECT ..? AND SMALL NOT BE REUSED FOR 18ii. 2 d- .....) s. Si- FOUNDATION PLAN & ANY PURPOSE NITIOUT EXPRESS t 4 2 4? whITEN CO/6W Of PAS IllAil - • SLAB FRAMING PLAN MOHO& BR OvoiElt Srma BE PERmillt0 I. 1 o g ,-------- r, TO RETAIN C0fle FOR REFERENCE I 48 21- ' If S2- ROOF FRAMING PLAN. PURPOSE ONLY. ;ta E a 2 'I .g e ______--- PLOT PLAN S3- STRUCTURAL DETAILS. DATE No2Ctil. 20I I GI i.,„ . 21c, g u% k i:.' in a • /f4t? scale: I'— • *--- bout I Of a .fip Noted leSiql EFTA01110082 Dg PRUIM '1 g CENEIVIL NOTES BUILDING ADOMON SPA rib. 4. GEVER« : C MASONRY b g 1. AU CONSTRUCT/0N SMUL CONFORM TO THE 2009 INTERNATIONAL • ANN-SHRINK ERWT OR ORPPACK COACRET£ BLOCK MASONRY UNITS' 457H C90. LINT AREA TANGO. NU 2 BUILDIAC CODE MIMES MORE STIMACEAT RECU/R£M£ARE ARE STREACTII Pna = /900 pst MEDIUM IIIYCHT MASONRY UNIT MLOR REQU/RED /N THE PLANS AND SPENFICATIONS AND PACE WIERF AS NOTED ON ARCHITECIVRAL ORAWMCS. DESIGN ANN-SIM/NK GROM' OR DRYPACK SHALL CONSIST OP 4 PRENIXED UNDiSTURBED DISTURBED LITTLE ST JAMES bo. -q b1 NON-METALLIC IGRAVLA RIO EIGOROUARTER STREMT!, fm /500 PS/. AREA AREA 2 71/£ CONTILOCIOR SKALL P£NPY THE FIELD ALL LIINOITIONS. 8. OMMILIN PORIRIL4 RECU/REMERTS. rrt° £1EYAT/ONS AND DIMENSIONS BEFOR£ Stante VORK TH£ 2 NASONRY UNIT SMUL MOT BEEN CURTP POR A127 LEST THAN TB 40tIETER FABRIC OVER SI InOmAS.uS.viRGiN Y 2.,h ARCHITECT AND STRLICIZIRAL EAVMEER SMUL BE NOEM= LIMEDEATELF /Ir ANY D/SCREPAAVIES ARE FOUND DAM AND ~AU B£ CL/MAT/d£D TO SITE B£FOR£ PLACED BU/LNAC a. ATT SHR/NKAC£ AFTER PLACEMENT. WOODEN PANOS b M9 £SPAAS/ON AFTER SET 14571/ STACKS P9 REUOIRED S ME COATIVICIOR SHALL /N/ORM Me £AVIIMER IN MR/TT/AC OP 3. MAR7M/OCIS /LASPEET/ON /5 REIBI/RER UNLESS A'OPED OT/MEN/SE. t. INITIAL SET UP MIE NOT LEES THAN IS NIM/TES (4371/ C-191/). d OME DAY GOMPRESS/Y£ STREACTH = 3000 PSV (ASIN C-109). ph 447 DISCREPANCIES OR NIISSMAS WIED ON TIM DRAM/AVS OR IN THE SPECIPMAT/ONS OR OP ANY VARIATIONS MEMO M ORDER TO Pak P. n AT IE DARS e 5000 PS/. COUTINUOU5 COACIVRII 217 CODES, RUMS AND REGULITIONS. UPON REV£/PT OP SUCH a PREPARAT/ON AND MRIIMIC OP EAU PR/SYS • UMMER. EARTri CURB INFORMAT/ON. TNE ENCINEER SEND BRITTEN METRUCTIONS M 6. SAMPLIAV AND PLACMC OP MASONRY UNITS. AU COACERN£D AND PERK SHALL BE PERIVRALSO M A MANKER AS e. PLACEMENT OF REMEOACEMEAT t AU MIMER SHALL BE SOMMEN MENT PINS GRAM 41 - olfterra BY ME BAL./NEER ANY SLICE DISCREPANCY. OM/SS/ON. OR VAR/AT/ON NOT WORM. SHALL PT rat RESPONS/BICITY OP n et d CROUT SPAC£ MINEDLITELY PRIOR IV CLOS/AV OF CLEAN OUTS AND OURIM ALL GROWYNC OP£RAT/ONS IYMYSIME TREITER UNLESS OMERWISE NOTED. =III=IIIE tin ~TRANCE I ALL FRAM/AC MACCIER SKALL BE SIS UWER DESIGN BASES ON CONSTRUCTION NOTES 1 I. TN£ CONTRACT DOCUMENTS REPRESENT TN£ F/N/SN STRLCIVRE I. ALL MORRAR AND CROUT SHALL HAVS A MIN/D/UM .2.9 DAM LOKPRESS/VS STREACTI1 Maa TO /800 PS/ AND 2000 PS/. ANSVALILPA NOS - /99/ - NATIONAL DESIGN STAAIDARDS. 'I EllIEll • EXISTING `"SB THEY 00 AV7 MVICAPE METHOLP OF CIINSTRUCT/Ohr RESPECTIPELY ADLA/STORES RWW OSED SHALL BE PER I IIIEl l I IlE GRADE 522g • h" SHALL Pt TN£ RESPONSANUITY OP Me COATRACTOR 10 MÄNZIPACTURERE RAMAIIMAIDATION AND M/IN APPROV.42 OF ME BINILINNC OFF/C/AL 3. PLYWOOD slitArhemc - PRASSURE TREATED (U.S. PS/-89) 2/771 £STERHOR Cliff AND APA RUM PROV/DE TEIIPORMY BRACES. SHORES ANP CUM IINEREPER 4. ALL NAILINP SHALL BE /N AcconwArs NIM Ut RAWIRNINTS NirtssART M SUPPORT AU 1040S IV WEKE ME STRUCIVRE MAY S PORTLAND CEMENT - ASTB aso TYPE /1 LOF ALKALI. UNGESS NOTED OTHERFISE ON ME DRAMMGS USE COMMON FIRE BE SVINECTED OURIAC CONSMCWOAC MCMD/NG ERILT/011 EQUIPMENT AND 173" OPERAT/OR !NS T£MPORARY SUPPORT SPETEN • MÖRTAR MIK - /8 WIM 1/4 PART via trim: TYPT AIÄ/LS. NAILIAC OF MOP "ZOOR AND SIMARIMU SWEATIBAC SHALL BE INSPALTER AVO APPROPED BY ME BUMIHAV DEPARTMENT BEFORE GRADS BARBIER g >e SMUL HOLD ALL ELEMENTS AND ~MAMS IN TREM POVAL ~MOK FOTALV AND PINALLY CONNWT£D 2V rat PERNANENT 8RACIAC 7 CROUT M/X - 1..3 NIM 2 PAMS PAU GRAVEL LOVER/AC. ELEMENTS li gg C. TN£ TYP/CAL ROTES AND DETAILS SKALL APPLY /N AU CASES 8 GROLT RAVU/R£MENTS: 6. BOLTS SKALL COMPLY NITII ani A-907. BOLT NOUS /N W000 SKALL BE 1,46 /ACH MAX/M/M OY£RS/2E. AU BOLT HEAD ANO MUTS BEAR/AC ON r000 SHALL HAVE STEEL PASKERS. INLASS SPECHM 0674115" OCMW ELSEHNERE ~ERE NO DETAIL IS a CROUT MIX SHALL Ot /N ACCORDAACE PIM Ut ETANPARPE. ttl SAWA! CONSTRUCT/ON SMAL BE AS /OR SIMILAR VORK 6. AV LEMEN OF SPLIT IN MENSAE SHALL EACE£D THE IIMTH OF gis e 7. REQU/RED /ASPACT/OAS BY P//GM ISLANDS DEPARTMENT OF PLANK/AC AND NAM/RAL MOE/ACES (BUMMINC DEPARTMENTI. 9 CROCT AU CUL-7 UNGESS 0111£AVASE MEES ME MINOR FACE 10. LEE BOND SEM UNITS AT HORISONTAL REMPINC/AC 7. CONAIENVE DESICNAT/ONS REPER IV STROAC-T/E CONNATTORS BY SMASON COMPANY. ALL CONNECTORS IV BE /NSTÄLLED AMOR"' TO 21g. a MUNPÄTAWIS b. CONCRM • ~AM ~ARS ABOUT LENTERUNE OP MASONRY WALL UNIES DATA/LED OTATRWISE MANUFACTURERE MISTRUCTIONE a. MASONRY B. ANY HOM THROUCH STRUCFURAL MENGERS AIR P/PES OR CONDIJIT 1.4& d STRUCIVRAL STEEL /2 AU HALLS SNUL BE CONSTRUCTED CIS/AC 1/2 RUNNING BOND BETWEEN MASONRY. CM= OTHERVISE NOTED. SKALL BE VERIPIED WITH Me STRUCTIMAL BAC/N££R g! • COACRETE 1.7 ALL NOOP puim TO BOETER TO Tilt TOP OP MASONRY PAUS 9. NAM AU 2X DOUBLE JO/SP V/P11 !Ed MAMS AT 9 /ACH ON 12P:t • 02AVYLSTE HORK SHALL BE /N deroRamrs Ir/TH ANIRICAN 0214"RtIt INST/TI/Tt (At° - BI/IlO/Ar 02PS Ral/IRTNIWTS POR SHALL BE SET ON A MORRAR BED. TO PROV/DB UNIFORM REIR/AC. CENTER STACCERM Ot. /0 PROVIDE DOUBLE INST UNDER AU PARALLEL PART/T/ONS REMMERCED COAVRETE (IN 91B- LITEST RESISMN). -68J1? D. REINIVMME STEEL PM COACRET£ AND MASONRY. AL POR SLEE AND LOCAT/ON OP ROSE P100/1 AND WALL OPEMACS, ren 2 CONCRETE SNUL NAM A MINMUM COOPRESSYVE STREALTH SEE ARCNTECTURAL MATHAN/CAL AND AZECTRKEL DRAW/ALS. FRAME AFTER 28 DAM rat« M OR CREAT£R MAN 3000 MI • RtINIIORCIAO PARS ASTM 447S GRAPT CO AU REINAMCIAC AU FOUR SINE OF OPEN/RIT WITH ADEQUATE ~MIMES AND c STEEL MAT IS 112 BE WELO£D SMUL CONFORM IV ASTM 4706. CONNECTORS. S CONTINI/OLIS /NSPWF/ON Ra2VIRTO POR ALL coats UNLESS OTHERWME HOMO ON PLANS /ASPACT/ON BV NI/LDIAC mispirrait REQUMED POR PLACEMENT OP /2 Pla07/ 49t 001./PLt STY/RS UNDER ALL BUN ENAS MESS NOTED n a RENPOR'/AC STEEL PRIOR TO PLAC/AC COACRETE CONTMWOUS • WEMED war FABRIE ASTM 4185. OTATRY/SE AND BARRY ~AS 007N IV /'LINDAT/ON /ASPACT/ON /3 NOT RAGU/RED DURIAV PLACMC WAVRETE OF THE R£INMACMO 3 VELUM £LECTRODAS: ARS UA. CLASS 190 LOM 1/TPROW G. STRUCFURAL STEEL. REvitiONS 1 • AU WAMT, SHALL BE AVRHAL (/4,5 PCT) UNGESS I. MINIMUM SPL/CE LEACMS, MIMES DATA/LED OTHERIIME. AMEV AS LIGNME/ChT CONCRETE Ho ENTSCRuPTION DATE C 22 / AU remt /N CONPORMAAC£ 117711111£ MANUAL OF STEN a ~mrt SEE SCHELVILE ON DRAF/AC. CONSTRUCT/ON 97/1 EDITION BY THB .441a12441 INSY/RITE OP STEEL S. PORTLAND CEMENT. ASTM 050. TYPE / OR TYPE /1 LOF ALKIL. b. MASONRY SEE SCHEDULE ON wurmt. CONSTRUCT/ON (ASO) 2i Ó • moto rist P4BRIG SHALL B£ SPLICE0 WITII A MINIMUM LAP OF i 2 g1 CONCRETE ~MATE SKALL CONPORN TV 4.5771 C33 VIM TH£ 12 /Arms. 8. 114127UAL. ALL STEEL M£MBERS 70 BE ASTM 4992. MINIHUM FIELD t§* /OLLON/AV 110.411NAL LIAIITATIONS. STRESS OP 50 AS/ WIESE ormeRrne MMO / S. JIMMIUM CLEARAACE BETWEEN RENPOR /AC AND FACE OP rn /OOR/ALS AND SLAGS ON GAME IV 1-1/I /ACH MAX/LOIN COACRAT£ SMUL BE AS POLIO'S (MIMES SIRIWN ormwrisr): 9. CONNACTIONS.. JAIME IV BE ASTI/ ACES SC CLASS "C BOEM UNGAS b. HALLS AND STRUCTEIRAL SIABS. 3/4 kWh' MAXIMUN. OTHERFISE MEM ALL PROP/S/ONS OP TIM AMERICA/1, MELD/AV O d i COACRET£ 851011 GRAPT 104.57 464/A5-7 50/t) - P- SOCIETY SMULTURAL 11420/AC CODE - STEEL (ABS APPLY 70 7 CONCRETE STREAMII MIX RESON SHALL BS DOCUMEATED BY NEW OR EX/ST/AC TEST RE/ORT PORRS APPROVER LICENSED TEST/AV b. COAtaRtn BELOW OMME (FORMED) e 2" CONCRETE !MUS EXAMED 70 7£4111ER = 1-1/2" HORK USE 470XX EZECTRODES FOR IVELEME. PAUL h ia gt LABORATOR/NS PR/OR TO ERFVLA/AC d CONCRETE !MUS, MITERIOR WIMS = 3/I" tF,s EVAVRATE SLAB ISTRIA-7ZIR441 3/41- I. CONTRACYOR n ) SUBM/T SHOP DRAW/ALS 70 EMMEN? POR REM" AND 61.477£0 ACCEPTAACE PRIOR fO ANY PABRICATION OR FERRERAS,PE 5ien B EX/OS£D COACILSTE /ERVING AND F/N/SN SNUL BE AS ~TM ON ANCHITECTURAL DRAW/ALS SEE ARCHIPEL-Te/RAL DRAF/AVS FOR DETAILS S EVACUIt MANS AND COLONNE 6. SPL/CES COLIMINS AND BEAAM SHALL OLEUR ONLY FNSRE AREZT/ON S. AU BASE PLOTS 70 HAVE A M/ARAVIM OF 1-1/2 /ACH OF SIRUCTURAL ENGINL i BicE2 9. PROJECT/AC CORNERS OF REINE COWINS. Ett SKALL BE FORMED WITH VO /ACH CHAMFER UNLESS OTHERWME DATA/LED DATA/LEB SPLICES /N LONIYAWLIS CR40£ BA:44.5 SKALL OMIR AT 143 SPAN CONTACT STRUCIZIRAL EAMNEER IF CLARIF/CAT/ON IS MAM NON-SMI/H/T CROUT COMPUTZZY INSEILLED 6. CONTI/NOUS INSPICTION ItEQUIREG FOR ALL STEEL HORK MISPEL -T/ON BY BUMNNC INSPAEM? REQI//RED FOR PLACEMENT OP /0. PORNO" FOR CO/CRET£ SHALL B£ WO OUT AND COASTRUCT£D 10 On H PROP/Pt TIM SPECIE/ED CANNES SHOWN ON TIM DRAIMAGS. 7 SPLICES trACCEIWP HOR/SONTAL WALL RtINA9RWIENT SKALL BE RINI" PROP BRUCE CENTERLINS WHERE' HALLS STEEL g H SIIORIAC OP STRUCTURAZ SLAGS HAVE TWO LAVERS OF REMHORCMC, SPLICES SHALL NOT OCCUR /N N Bor Potas R Maal Net. 2ttt-t THE SAME ME47/0/1 1. LISE STANDARD SPENFIGATIONS FOR OPEN WED STEEL )O/STS. NEw TORN Liatitt No u:/;4:.:: ntèr6 a WIM AU SNORINC AND RESNORJAV SHALL BE DON£ /N ACZERDACE STANDARD RaVAIIIENDED PRACTICE FOR COACRETE K-SERIES ÄlICIPTED BY THE STEEL INST /LAST/YVTS - MIRRENT ED/T/ON. NEY/ -ERSEY tiCtENSE GE 32849 S AU RTINIVRT/14 SKALL BB tal", ridess AND dettwArizr !a FORMORK (Ad - 347) b. ONt HUNDRED PERCENT $410/2/Ar AND PORLAS SHALL REAMIN /N SI/RAMTTO OUWE COAVREIT PLACED AND SWAZI B£ SZTIMED AGA/NET DISPLACEMENT WITNN PERIMTED TOLERAACE CLSARAAV£ 2 STEEL MMS IV (RED 021.94) PA/NTER PER FEDERAL SPECIPICATION PT-P-$96 FLORIDA itaiat NoSG40B PLACE PM M MTS SNOR/AC AMY B£ R£LPAC£D TO SO POR REBAR SHELL BE SHOWN /N DETAIL OR CALLED /N NOTIE. VIRGIN ISLANDS LICENSE No 48 I t PERCENT AFTER M DAM PROIRDED COACRIM STR£ACTH ECLIALS AT TOLERAAC£ SHALL BE AS PER AC/ 318 S STEEL OMA' SNUL SE IMAZIPACTURED BY UNITED STEEL DECK MC LEAST 75 RIEMT OF DESIGN STRENGEN OR APPROVED :WAL 117171 STEEL OINFORNIM 70 ASTM A611 USE e =NORM SNUL NOT BE RENOVED /P ~REM STRENGEN POLS NOR/£OKTAL BRIMMIG WIM A MINIMUM OP 1710 ROET £ACH SPAN WOW b mrff MEET SAWIPME STREAVTII AT 28 PAPS L / X / Itt" X 14 -. 9. PROVIC£ SLEEPJE FOR PUIL/fl AND EUCTRICAL OPEN/NOS /N d WIELT PLACED SJANS SKALL M97 Pt ISED TO SUPPORT SLAB THE COMA= HEBBERS ~OM PLAC/AC CONCRETE DO AVT LET ANI' ABOVE UNTIL ME LOVER SLAB WAS LURED FOR $ DRYE IIINMUM. ~MAC 110 SUPPORT UPPER LEPEL SLIB N47 BE PLACED FITINN RENNPORNM FN/CH MAY CONFLICT CORMC /N COACRATE NOT 4. AITALY/ STEEL Pat 70 BAR JOISTS t/Ill PASTEN S/DE LAPS WEN /8 MIMES AT 8". /f RILLIZE VELDS PERM/PT:D ENTERT IMERE SNOtN ON DRAF/ALS OR APPROVED BY THE S DAY CZIRMG PERIOD TIM SPROCIVRAL £AG/N£ER !HP b s p g iliti ALL INI-ONAIAIION CONI-AJARD If REIN 5 IrIE PROPERIV Of PAUL e rtt-2 MIMER-AS. TME CONCEPTS. IDÉAS. DESIGNS aio REMRE AS SrlOWN ON fit / DOCUMETS NERE CREATIO . DEVELOPED .4A/0 PRESENTED FOR USE ON I}11 SPELWC PROJECT kif 0 Avo SMAL/ NOT VE RENSEP FOR Aw PURPOSE ~OUT ERFBES. r.." YRJETEN CONSEra Of PAL/L FEIMERAS. Iw y IDE DIANEB SMAL/ BE PetAIIITE0 q at TO REMIN C0Fle TOR WERENCE PURPOSE ORLY. kat E. Tinn Not 2Cele. 201 buut G2 20F ,éb Natte leS i tt b g EFTA01110083 PROPERTY ;Di • BUILDING ACOITI011 72.0' SPA ! IP riceI es• 14'4 14•.O 0 1st ?, 2 PARCEL 'A' -I LITTLE STIAMES Is° t I RED IN3OUODARTER rrt° ST.TrIONIAS.U5.VIRGIN xry oy .......... ...................... ... .......... ..... .............. &ANDS bqx‘ ................... „ ", ...... Lk 51. FLOOR PLAN ups • 13 Cr I2•.0' crane • ;Sumter F -0- <Di t 22, Ns G:120 , In k2. 3 ; 8.• irk -L.-- gin wet spa / ; 2 b 6 wet cm ELECTRICAL LAYOUT ' C r , jet EO' P001 DE1 114E ..... 1 P%t-Fl `/4 C C.4 P"3 g -... ?“I ti e A Elis e ;al f. G Hi. ‘2 DOOR & WINDOW SCHEDULES „ ....... VI ? ttb -6 9S re ; tl o tg a ELECTRICAL LEGEND wPQ %%MATHER PROOF OUILET/Gfl ,5 WALL SCONCE UG1-11 REVISIONS nvs No IXECOPTION DATE Gfl OUTLET • i slE i 9 DUPLOI OUTLLI e EXTERIOR WALL LiGrn. CUING FAN. pull chain dl „ a 9 TOP RECEPTACLE SWITCHED er ELECTRICAL SMOKE ALARM 220/240 VOLT OUTLET 4,24 VANITY STRIP 1 41 SINGLE POI SWTCC1-1 # 4 SPEED CLNG. FAN %wren PAUL DIMMER SW1101 11MER SATICH FERRERAS, PE .€',;E ELECTR. PANEL A PHONE CE STRUCTURAL ENGINE I I. 2P RECESS SIOE.WALK LIGHT COLING HUNG ur,nr H E FLOOR PLAN iE* EXTERIOR ruxo UGHT t 3 WAY SWITCH scale: 11.4"— Ent New YORK UCEHEt No oLL•4LL, ;la REV/JERSEY LICENSE GE 32549 21 6 FLORIDA LICENSE No 50406 1 g fl VIRGIN ISLANDS UCE/I52 No 48 It oot i d b . 11 .6 § 'B l g" § DOOK SCHEDULE WINDOW SCHEDULE DOOR # WIDTH HEIGHT FRAME DESCRIPTION WA/ # WIDTH HEIGHT FRAME DESCRIPTION Hits /2-0% Settle door. 0 3'-0' =. le.Jvers-screens Mil 12'-0'' ia-o. (4)9Ltss pane slider sishutters O feed tempered glass panes ALL INEORMAIION CONTAARD HEREIN IS TM PROPERTY Of P4u. Ertes fEIMERA.S. THE CONCEPTS. IDEAS. OESIGNS HIS te-0' pocket door AND DETra5 AS SnOsis ON fit DOCUMEIS WERE CREATED . DEVELOPED AND 'RIMMED fOR uSf ON THE SPECifiC PROJECT z tif • 8'-et Flush AND Srum. NOT BE REUSED fOR MN PURPOSE vell-Ouf tufted ViRIITB4 CONSENT Of Pas H oy PLUMBING ISOMETRIC fEIMERAS. THE OwnER SHALL BE PERANITE0 gat scale: I!8"— TO RETAIN COPS FOR REFERENCE PURPOSE ONLY. ;tat no 'DATE Er , og InEE Not 20th. 201 Buse Al iiitr 3 Of a JD Noted IssEl EFTA01110084 A .2 I PROPERTY / 8 .„-s,„, thuors tfl/ cr- BunDi2G ADDITION evt i2 SPA 0 3 t lb e2 I I PARCEL 'X Mr 52,0145 bd. RED 900RWARTER lbt 2 r 2 k i r c c +5 I .5' 1 TO.Wall 5T.InOtA06.9.5.viRam &ANDS ttq 3 1Z t a chic:4 .OV _+37.5_i_ tatvel of es, weal Ill is' ag2A1 trail mini liOnZOntal Q ) - . = 12 8 l ui t t f D = Il i 2 0 0 +29.5, 4 5 _ 2.09. 41 -Rtig (i) 1_ — lE r NORTH & riql e. ...a, i 8l a.`i ....IL 1pfl to. me Mg ELEVA a ".cE c, 3E b t ir. .,) s r. s #, NORTH ELEVATION i wit scale; I!4'—I'-Cr 2. r q.t2 w.'It le li ci a ?t fip 132 S% E g REvi5i025 c..2.k No DESCR1PTICW DATE 2igi 'Etu tl,! 1 I I 441 I t 1 4OLonteed. r b g *---- i2 CG" PAUL • .‘ si tllg FERRERAS, PE ti .2-1 24* gonna! - tu l r ——- metal rodme FIRUCRIRAL MINI I I: .4 .E.0 MEM g G 'Q +51.5' T.O.Wri f); I Il i t;: f llit r I 3, —. _____r / __ i2 Tifi ____-r-- ------; r st I.., Z-. , gilt Ltont NEW YORK LICENSE ULU:it:4:i:: ;s e1 . !? AI Q ri.,,,,, ,,,k NEW ARSE), LiCEathE GE 32849 °F I -Th irrin -n -Fl .- '2 '2 FLORIO* LICENSE No SC406 acts road C.--- • I IBLTRAIEZ SW as I. VIRGIN ISLANDS 110ENSE No 491 t I Kotactemosus 1 ALI Oil 'W. — S 1 i 2 1 ils I I 1+, alt a - 0 AI.a - _ 0= 24.1 --, , 11..„: t' 1 Iii : Fr ga den AO A./ o exam web ... 't ]ii§ i '—') +29.5' 0_ 2.0•9 1 2 0 §2 As - ti . I . 5 o bp 0-0 I t 2h h il l 3 1 1 SOUTH ELEVATION ALL OitCOOLIAIION COlitAltil) nEftEin 6 NE PRCEIRPEOf PAIN. Efib. E - ' • scale: 114"- I 1-0 FERRIKAS. inE COP.UPTS. ICEAS. DESIGNS MO OETPJLS AS SPIOVEN CPI NE ill i COCUMETS WERE CREATED . Set CEVELOPED MD PRIMME0 . g 119E ON me SPECifiC PROTECT 0 Ant SNAIL NOT ef REu9E0 FOR i ll t2 Et Am PURPOSE vorrOuf ExPRIth5 gi45 S WRITTal CONSENT Of PALL TERRIKAS. 11; 31 TIE DWYER SHAN. af PERMITTED 10 RETAIN COPIES FOR REFERENCE t S 318+ PURPOSE Ow. A2 ;t a# 'DATE rig? 1" 0g Nov 2Ctil. 20i i Eas t j .0 'Scut iira t s tsg to Hated EFTA01110085 A $ .2 PROPERTY / le A c BUILDING ACCITI011 SPA ir!f .0/2 PARCO. 'X al I sta,,,, unix STIAMES 1,0 sn. I RID IICOCOUARTER vP t gl, t° ____ ibla, of &Atm ,t St TNOMAS.US.VIRGIN Nrv' ..,". ISLANDS Ibl . t .4 ti tv --• f ../.. metal railne no..c.. i..--- ifII II I2 "‘ G III w Z r. , % It li A. olairdlli .......4111 {III _ 11 I I I I I I I iti1-, _ + i .n. 4 5_ to.wan 0 .t IS ' 1 1 '42 0- - I2 ,3 ♦H g2 8 ). doa. "6.1. 16 > fia.„._, , f-th.i < > < 1g14 gi a r,. 0 UJ I _ 425 _7.L bottom ol ewe loud - - 4 !il < LLJ max faits at 2 i'• 1 liOn2dItaleatle, A A i ia l 41 "rag. a . T— 411 H gAx.v. t tv UJ 0 ) lig TS "8 .? in ‘‘‘.. - +29.5' O fr 1.09. 4 r CM B.--as. lib en Wilb .--i, 3 UJ to 00 EAST & f'1 0- I ibt.1 OB 1 ..8 i ? rel4,-2f WEST ELEVATION EAST ELEVATION g2 scale: I 1.4" I'-0' scale: 11.41" Ica tilt - tv i g , i REVISIONS 1 S ,. -t^ 21 iPi C.2E No DESCRWT N DATE ! g t y. ,,u 1 il ,AB or r e.-a 2tg I Lea, PAUL t ii; s Et•r°itr 4.i Too of &Mat No ._, - 53 - S2 FERRERAS, PE - ?s i t 50 STRUCTURAL ENGINE I t. 4 12 .2 ii _ I IS ? C ' tr: W _ W [P r r A 1 1 rri --- - .1 S.., - - _el _ 2 1 —. ci r ohi , -... 11Et (2/2xl 0 total be xi 131 t‘noRsat' `n Mt +,..,41 ___ , costal — I I acottig /QS REV/TORY. UCENSt tio o:/,`4:.,:: lec. I HEY/ -ERSEY LICENSE GE 32549 I Zi t I .-- --* . I FLORIDA LICINSE No SLOB I I 3 =I 2... .itt W.) ....-""...---- 10 i9 I a.e: ,;.• •-• VIRGIN ISLANDS LICENSE No 481E N I boom,. NM beyird 40 zlii I comg beyond I -^ +375' =ea, road --. 7 -- 11 i I 1-- 53 I tar-- b b — zsooli I q11 .§ t? I I mei eatr‘i al 1.2A 50 laraortal cddea tined ul — g 23 i I _..- erd. -- a- -- -- -- 30 iii .'t i s olij __ ---I-- E ALLINI-COMAIICti OZ./TAMED lite I I ...._— L_J L J reeter.s. IIEREIN IS INC PR.CEIRIV Of PAM E I —I L__J TNE CONCEPTS. IDEAS. °MONS AND DETAILS AS SNOWY ONE / n t i _.---T I S3 DOCUMETS WERE CREATED . DEVELOPED AND PUMMEL/ fOR USE ONE SPECIFIC PROJECT til d ...-...-.... -- L- I AND SNAIL NOT BE REUSED FOR MY PURPOSE WITI-OUT EICPReS Wit 14 411 4? --,-"" a. -" --. -....---. 4-, BUILDING SECTION WPJIT6N CONSENT Of PALL fEIBTERAS. corhauj .- TNE OWNER SNAIL BE PERMITS) L E 1 io g 8 2 a- ...al 20 ...--. A3 ale: I/4 s- I '-CY TO RETAIN C0fle FOR REFERENCE PURPOSE ONLY. I> 7 — ...-- A3 ifilf Imt apt pp l R e .--..., ...-^ Noe 2Cell. 20I I Vs's" ? 2. 3 -- ila l bi.on ilia Sp N.X.Ed sofa IESSU EFTA01110086 PROPERTY . r BUILDING ADOiTiOu Pet 7O.4' SPA LEGEND 2 2 PARCEL 'A' cr 14%OYe rP-OW 14%01re 14cOYe 14'.01? UTTLC SLOWS bo en RED 1100ACVARTER beam below slab gb S3 ST.InObta6415.viRGai 101 2 8"" /4r ry st i 4" 1_ r i 1_ r - 1 41B steel pate of Stone ISLANDS sr-g.r; 14F.1- i I I I g t c t t 010 1-1-13 - Cr 26 4 1- b cr 26 C 3- t cr28 cr 26 D-ri veneer above slab econcrete foundation wall i!I LEM 5 1s 401 wood post over slab ttilfoo l L " is ` 58d 12 8 WADI -4 — 'NI ( N =▪1" a28 I j - - - - III C 26 II cr28 - SPACING gig il if C.+ iI Ant 4r IF III il -I. . I ENrOi III II I III III III TI by BI 04® I Cro.c. .tdearance riAfItluCtOil ; 0 B2 OA@ 8'o.c. tclearance - 4 VI III I d U. TI II I III III b. EN ;2 4;1 A i II ;3 II 4 -I:I I III Ida III HI i 0 2 to B3 'SR@ G.o.o. tclearance EA le 7 at, It Ill 2 _III_© II II 3 5a a.i is a Uhl a PE rr- VP c..c III ri l " ent ( _ twiasta -it III ILL? TI Pe@ I to.e.•I' clearance , L# I--0 IL W 1q 2 T L _' Ir L It I I 0l-/1-1 tn T2 me Co.c. • I' clearance at I I C I P I l ed rcr2 ea I I4 --, _AII sr2t t_ ii 1_ 1 III 1 III 1 i • -D cr 26 - ,,, -r ir --1-ifilim- IQ - IN O, I TEMPERATURE STEW mei 2' IV TIIROVGI1OVI- 6. 5151, -f-3(t4Petiriri •-ie I Lgi 2I III It l'i 9° (L ' <0 U 41 TI lad r II s'w LIU II 7.8' I A _ 4. _ L \ allj ' -e 7.01 M 4-a' I Ss-0' I - IWO' TI -I b _d-tt ____ ri m 0-ti i4%2^ MRWF v bottom I \3p5 bottom I .. i • iif h• 2 1 2 & .3 r J REVISIONS ii- ° a 41, 1• %I W305 e iii II 1 R II - III m LHII %m .c. I 4a. %I N b EXAM ID SIZE BEAM SHEDULE TCP TTO,A NTERAID. WIMPS MUMS No DESCRIPTION DATE L ili J wo STEEL STED. STEEL L2 LI4 ! I 26 _. in -AI - II MANI Ol Ibl4' (205 i205 — 7 3i- I— 2r -,i r- -,i SCAM 02 —/.. in bl— a.dond ones i i enClOOtd 4afal" i i endoeed garden i L/4 i L/2 V4 t PAUL _I L 4 t_ _1 1 4t .3 r FERRERAS, PE STIRRUPS 2x6 I- L . 4 cr 26 I -I I I II-rtrrri- _____ ...flaw.-..... I -4I-rmrr: -I ...........: FIRUTTURAL ENGINE I I: nita? 4 WI h PACE (X ma OP SUPP:RT Sun:CRT— I * W . it pp ELEVATION £ I C.Cr I I 1 6'.0- ,a5. BEAM SECTION STiRRUPS 'I - i g€8` saw NEW YORK. LICE/6c H&C/V.:4:i:: NEW JERSEY LICENSE GE 32649 Zr,1 SLAB FRAMING PLAN ftORI0A LICENSE No 5G406 VIRGIN ISLANDS NCENSf No 481 scale: ca as gig •/' 2 t lt ni § provide protective cover as 12 .0 HA " 5 per IBC specifications kil l 131',2 rasaaamANON CaappeD reltEm IS TIlt MCEVOY Of Prot B(( t FERPERAS. InE COoaP15. MEAS. DESIGNS frAD OETre.5 AS Smarm Co DIE COCumETS WERE CREATED . qtq DEVELOPED AAO PRESENTED FOR USE ON nia SPECifiC PROJECT AAO Snau. NOT Et REUSED FOR Am PURPOSE veTrOuf ExPRff6 nay L rod wRiTT6N CONSENT Of PALL FERPERAS. - 9 Ire OvezER Srutu. BE PERMITTED 10 RETAIN COPIES FOR REFERENCE PURPOSE ONLY. kb ri "Am g i g E la m"' Es e tS TYP. NIP-WALL CONNECTION snit: I I /2"- I 'a footing on firm undisturbed soil min.2 T.S.F. bearing capacity. V.I.F. Nov 20th. 2011 Suet SI ,ts NOttel P.eSt EFTA01110087 a Whiten drneneene hate precedence over eceted clencneene. Context°, still verify and be 'opened*, For at drrenvore rd conatene on the project. Pad Perrone. PC reel be noted mar...rely n notteg of airy wrote, from the drenenere and cordial, *own on the plea. P,dd venly at Green, Per to tryng ote w fabncatag week. PROPE: BUILDING ADDITION 7O.4' 12' rypitoof 5yeem: G >44a caromed metal Plea/hoe o.er 2.4pudea en, 24 ea.ero. 151» let ',ARCO. 'A' 3/41plyeood act 3.4 rafter, 024« 1 I.1'.O 0: . . 14'.00." . I ev.oire . ‘Ted LIME 51'.»Mt5 BO I `Wier 0 se RED ticoecouARTeR Ç i-__. • 112)2x I 2 header (272012 header (2)2.. L2 header ST InOmaS.US.VIRGIN 12)2012 heat 12)2 12 header 1 / * r ENANDS MIMIC Simeon -te ± I 414,» 4I 4 ( fr h ek \14- 4 «4 - 1 J fa Doan ea. rafter I I 1 1 1 1 ; 11 1 1 1 1 1 1 1 1 1 I I 1 I I I I I 1 i l I l l I :.12I l l I \ 4.. __I , tyr.bs3 (2105 top \ ii a- ;• _ 6 ;u . .2 I I l y,I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I . , ei 7/ Nt...., 05 O8 vet 114 QS hor I . D Z l l 12120G kciber elleMancinf Pat fj241typ. l l I l l 1 .-- <ZE \ G e 34 rafter a 24'4.4. Yelleldt —I Song to the [memo', attention any de van fro, denred careless, and leter ordooro peer to preceedrq voth any wort ea carcrote rth ['Ignore to noddy 'ten Genf rhore at no ocicitene coat to the caner. Emma, or cameleer. Step drawn", rue be %emitted to the ['Ignore ad reward by the ['Ignore peer to ordenng r 1 ( - 4 Li—k Jt• e - lb -JILL - bn tiC - - . 1 Cl- -le - -1-0 I ... «. .. IÎ 0 1 stadosel la IC _ I I I I _I _J — pea S'concrete '- II •0.101. TYP. !— - a 52 52 1 I I I I 1 *--•-•na. — o z N ; 1 1 I I I 02 7/ n • e? ita 4 I1 — - 2 I iII il 1=1_ _. 4. r rn 6— el 'Le I H l I I l P _ l ...._ ,fr.i_ -, 1 1 ,,, < _ ..._,_, 53 I el ss 3, r a il i - 4, • _-_ _ S. et' 52 _ 11_ e 52 I l ;I i —I r 1 b ul l b r i _e . _,-0 i 34 rafter et 24'o.c. i ir • - -- --t- I -o 2 i 1-- =_•._..." 1 12 0i , 3.8 (alter @ 32b.c. -1 . I till I __ le rafter ee 3to.c. 1 1 1 0 i'i I i .i2 net — - I -I- 0 2 1 ; — - 52 52 il : ••.) é /ny — C N Velleet I2 4 _ -1 -I- le U ›... I l l . I .- 0 o. 1 1 - deldosel 22I IC - <3) I I I ?I - I - - - Jl etcrecoecte• . - IS 4I rJ rr- wall. DIP. laercate, ad deny to the rte. tee» OthereLC pranced for undo' the epeofic contrackeel oirecart between the [rimer and Clem. Pas..1Perrerao. Pr apreeely mane, de cameo bw conned and other /ninny nee, n thew deco...rte. Thew document, re not to be nepectxed. changed or coped nay ten cr inner ~wage i .e 0 et I I ....2. O 1 I_ L _J l ‘-- ti ii (2)20 2 h I ie I. _ 1 I . Î "g • 05 0 Ce.w. J I t or i ' 2I :.? .9... •H I. I I I ç 1 1 I I I l I 1' 1 1 1 f —I - No REVISIONS DESCRWTION DATE .1 :1 I • I I I l I I 1 I I I I I I \ 1 — - - I - '• - \ 10-0' \ r 1- " - - ---r--- Î--- T O - 4' la a I I I—I l lfi l l=I -8I '2I Ill %---. ..._ -V %.... 52 52 7Q.1.. _ TYP. WALL PAUL _. S2 scale: I 1' 1'-O• FERRERAS, PE ROOF FRAMING PLAN STRUCTURAL ENGINE I I. › Seale: 1/.4• 11-17 nor re thry to be meted to a thud pro/newts brat °Eton's" the **ten Fenner°, rear amen Calten of Pad Perrone. Pr. n the went of tax/honied tee at there doeunente by a thrd party. the Gird partyeh,. held PM Pewee. PC Perna"» and agree to remunerate Pad FOTO,D. Pt for such 'near rant awal to the ongnel Ire Fo New YORK UGENSt No o:/)-1:.:: NEW -ERMY LICENSE GE 3284e FLORIDA LICENSE No 5G408 KIDGt. MI? 4 RAFTERS AS MLR ?IAN VIRGIN ISLANDS UCENSE No 481E 1O aaY Cr ii .te 4' it :le - .., _ - I I 12120 2 '% -9- 9 — 1415000 anchor bate. r /14 I 1 \ . , \ —0 - 4, -- tYP. -We)? ..„. e e1 ,,..,.... , Pe ongeal eminent,. Poe aye lee,. cart cox,. cortecton tee, rd other °eel,. , 135• SKEW tie, ALL INFORMAIIGN CONfAnt) S. IIEREIN 6 TrIE PROPERTY Of PAUL fEleEPAS. TM teeters. IDEAS. DESIGNS 14"steeI plate AND DETAILS AS SNOWY ON tit DOCUMETS WERE CREATED . elevation tzepro DEVELOPED PAID PRIMIITED FOR scale: lie— I 'O 1307 bolts USE ON nit SPECIfIC PROJECT AND SMALL NOT SE REUSED FOR NW PURPOSE YPTI-OUT untee 1 IIIP - RIDGE CONNECTION C 8' caused -.., WPJ1T6N CONSENF Of PALL mall I' fE11,2019. S2 scale: l'— I I-O• IME OWNER SMALL BE PERMITED TO RETAIN COPES FOR WERENCE PURPOSE ONLY. DATE 2 rt. HIP—WALL Nor 2Ceh. 20I I s2 S2 CONNECTION scale: 1 I22' —I•-O' bout TOPS se NOttd EFTA01110088 C. p .5 2 PROPERTY BLINDING *D0111011 } se* F t. 2 3I g 2 L 41 ® footing on firm undisturbed soil t ,,. •fir C.4 pox NGT-2 ompton fie 1215.0° threaded rod Ai PARCEL 'A' •..N 1212412 edge UTTLE STJAMES BO RED 1100ACVARTER 2 gar 0 min.2 T.S.F. bearing capacity. V.I.F. PIOU4.606 2 :, Smpsol TeDosys ST.THOMAS.U.S.VIRGIN is, s 2 on GIG pea bee.. ® le I I ISLANDS g sj p .8 : 10 i. 50° I fl y to u I ) I -4 .4 *cod • ?.. V cut tole 1 ri Typ.Roal Syttem / ..Stele I I gyptV 14ma corrupted metal steathoe over I2' / 2,4pAre 924% 24 ea end. I VG! Spoon Greer C k si 4 1'-4• I I .2 stole I 5Lb telt CO Le Dom' co rafter ILI1 V I, loth-ware 1.14W.vood oeer 34 raftero 924' VGT Spool Corder ( __ 1 :o. i z c s. g < cg 2 0. 4.0 steel Ye Dawn on rafter " •• V. I I 1 . •• _I 1 4n 28 post t0114-605 2.5 sap. TeDosn ad C4 post below 0)2.12 n • - i ti I_ C:: 1 12115 la* •• .. BPS 5. 0 % 1 2 •• .0 ! ; 0 • V3 stoups 971thd c typ.post-rafter conn. • _1.151C76 Strom Z ;Ear *end I 53 scale: 3' Ica' ". Ie Oohs 2 kg 1 Cato -le 121.5 'mean. r it l i G" . 12' Yelled( < 1pfl 3' I la Ct g 0, g k. ()gallery ()gallerycolumn, column, typ. rp —1 2105 'ream. Li_ 0)ea.arpox, I t! 6 scale: Or- Ica. " titer, I Ir made 924' ;if C E g t,2 L. 12' . 12105 interm x12.12 h.p 0 € p x sr s 3' \ 0 Ct • F iwt t I 3 ,,,., g yr et@ IC' int &concrete wall. typ. _.,, iiatbocton t ) VGI Spa*. Girder •e Doom co (alto, ea. ode !t. , -VT.- 1-1004-523 2.5 rIlt t s8c4 e `~I II I MPS I 2 Smpose le &Lod- of 34 rafter 0 a' >3 • Sorpsco teDean an C.x4 pog 1111 12124 taloa 1 li a t I3)2.0 P0V., 1 I exterior ea.stde 1 1 4ntaior I gatery REVISIONS 13 2 & ! % t I No DESCRIPTION DATE I/4' 1./' strap Ai 2 tto 1 en ti gi 1315/6'0 A-107 bats oier 12.12x I 2 litaill 4'0 seed cdurro t post bt *$ g 1 2 2.'1 ,.. 2 11M5Serpsoo i I64 16424' koung '.' Tension Te v.? t .41304 eat..tw. :: 2C. I Cdatt ' 2r 2 PAUL • .‘ v tr t FERRERAS, PE Er2` i OC.C.SDS C: A r..i &xi. 4.44 pine 4(2)3/416 I 6.I 644' locum YA3104 day. Aw. . • Setpso• Teflon, on CBS • 4,...l :it* STRUCTURAL MINI I I: 22 anchorbolts epo.y erouteg C..4 post to concrete - C poly b l C.' concrete 51. 04CC •• I over I It mm. non.aur4: grim 4..gract 4 Call post v.b. -I 1 14* WI tak4.4 .FLL i I- Ili k: . • - I I I— I 1 1— ' 1 H-11.4. I H-1 • • sE :,, • g iltz : :. r \i-.1%.11...:a. ''i ' ' i . . i~s \ 4 NEWYORK LICENSE ?I& CP,U4.,:.' a • 4 4a-foll w.D ei, - RIDGE SUPPORT DTL. g II 12115 top I I 1 - -I ' - S3 scale: l" I'-0' NEWJElt5EY LICENSE GE 32849 7 II Sedot.t1 0 14' • 49.^Paaed Id hl I I I Cmi.payu.b. share III apples I I I —I r I I * FLORIDA LICENSE No 54408 VIRGIN ISLANDS UCENSE No 491 t lo II 9.b t * 2 I P rue 6'coacrete tab. tYP. 6•corcrete wit va5 0.6' c..,. I I iBoRAFTER scale: l" SUPPORT 4 1i 2 8 4:.1 6 #5 0 Ce..w. i •-cr F 8 -.' t] ii§ 1 .5- ;P. co 1/5 9 6' No. T2 b p h , Votone "1 012h veneer I I I V5 9 6Nert. Y — *5 9 C'e.w. HI 05 0 Ce.w. Au. NOCRAIADON CONIATheD ll I I • • • i i .t.fr e . e PIEREIN IS I NE PRCPERIYOf PAUL • I I.—I I I- I— FERRERAS. g v8 g.b. -I CONaP15. ICEAS. DESIGNS ' • 41 PAO DETAILS AS SITOWN Cfl DIE ill i I I ;t COCUMETS WERE CREATED . — Rit . * _ - ROOF E AVE * WALL . a Get/ELOPED MO 'RIMMED FOR USE ON ni• SPECIFIC PROJECT MO 511AU. NOT BE REUSED FOR i a a 39 g - _ ea 53 _ n Ni! PURPOSE varrour EXPRESS FRAMING scale: 0-1 10 l- 2-6 ga S - •' I I I I i I i i I I I _i i I WRJTT6N CONSENT Of It 11; 31 .2-8" II — * FERRERAS. IRE MAZER SHAD-BE PERMITTED 10 RETAIN COPIES FOR REFERENCE t slit PURPOSE ONLY. 'Nut s3 # t2 '6 g rog 9 E...-3;, DECK FOUNDATION 4- i CENTER FOOTING Nov 2Cw.h. 2011 4,16? ROOF EAVE scale: l' !co. 53 scale: l'-1 1-Ce 'butt ii S •S 2 2 4 I ,0e. ilettel EFTA01110089