DS9 Document EFTA01110082

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No DESCR3F1 11 DATE DENSITY: rita OCCUPANCY: rita ,,,a TOTAL LOT COVERAGE: .,i ..b rita PAUL, — MAIN LEVEL AREA: 1 I . I 96 milt (enclosed/ FERRERAS, PE DECK AREA: 1.693 Sci.ft. ENGINE I I I 9.-42,• TOTAL ROOF AREA: 2.889 Sq.ft. ROOF AREA FOR CATCHMENT: 2.889 sq./C. ota tenirsataa orcr F. enatoig wair,v.i CISTERN CAPACITY: water soppy by CZM approved 0 • 0 0 • R.O. plant. SEWAGE TREATMENT: MULTI-FLO or EQUAL sewa e System g NEV/YORK UCE?the No 059450 NEV/ JERSEY LICENSE GE 32849 FLORIDA LICENSE No 5G406 PARKING: WA . VIRGIN ISLANDS LICENSE No 48 It 1 • al • G2 ' List of Drawings: e . .e,ss? .2..e. PA-PISMO CC Moil • • Gl— PLOT PLAN—PROJECT DATA. 24'.1,94 525CeM C. J I G2— GENERAL NOTES—SITE DTL,S. _ _ Al- FLOOR PLAN-ELECTRICAL. ALL INI-CRMAIICti CONTAftt0 MEREIN IS IME PROPERTY Of PAUL SCHEDULES=PLUMBING ISO. 0'4' fEWERAS. A2- ELEVATIONS. THE CONCEPTS. IDEAS. DESIGNS Am0 DEMO AS SMOWN ON Mt ..r. A3- ELEVATIONS. DOCUMETS WERE CREATED . DEVELOPED AND PREMIUM fOR USE ON THE SPECIFIC PROJECT ..? Si- FOUNDATION PLAN & AND SMALL NOT BE REUSED FOR ANY PURPOSE NITIOUT EXPRESS whITEN CO/6W Of PAS - SLAB FRAMING PLAN MOHO& • r, ' If S2- ROOF FRAMING PLAN. BR OvoiElt Srma BE PERmillt0 TO RETAIN C0fle FOR REFERENCE PURPOSE ONLY. DATE PLOT PLAN S3- STRUCTURAL DETAILS. No2Ctil. 20I I GI • /f4t? scale: I'— • bout Noted I Of a .fip EFTA01110082 '1 g Dg rib. g b 2 -q b 1 rrt° Y 2.,h ph tin `"SB 1 522g g >e li gg ttl gis e 21g. 1.4& 1 g! 2P:t Ot. -68J1? ren c n a C 22 2 i Ó t§* i 2 g1 O d rn i h ia gt tF,s 5ien BicE2 HOn g 2ttt-t ntè r !a 6 b !HP b s p i g liti e / rtt-2 kif0 r.." Iw qa y t kat E. Tinn leS itt b g CENEIVIL NOTES 4. GEVER« : 1. AU CONSTRUCT/0N SMUL CONFORM TO THE 2009 INTERNATIONAL BUILDIAC CODE MIMES MORE STIMACEAT RECU/R£M£ARE ARE REQU/RED /N THE PLANS AND SPENFICATIONS 2 71/£ CONTILOCIOR SKALL P£NPY THE FIELD ALL LIINOITIONS. £1EYAT/ONS AND DIMENSIONS BEFOR£ Stante VORK TH£ ARCHITECT AND STRLICIZIRAL EAVMEER SMUL BE NOEM= LIMEDEATELF /Ir ANY D/SCREPAAVIES ARE FOUND S ME COATIVICIOR SHALL /N/ORM Me £AVIIMER IN MR/TT/AC OP 447 DISCREPANCIES OR NIISSMAS WIED ON TIM DRAM/AVS OR IN THE SPECIPMAT/ONS OR OP ANY VARIATIONS MEMO M ORDER TO COACIVRII 217 CODES, RUMS AND REGULITIONS. UPON REV£/PT OP SUCH INFORMAT/ON. TNE ENCINEER SEND BRITTEN METRUCTIONS M AU COACERN£D AND PERK SHALL BE PERIVRALSO M A MANKER AS 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 ~TRANCE I. TN£ CONTRACT DOCUMENTS REPRESENT TN£ F/N/SN STRLCIVRE THEY 00 AV7 MVICAPE METHOLP OF CIINSTRUCT/Ohr • h" SHALL Pt TN£ RESPONSANUITY OP Me COATRACTOR 10 PROV/DE TEIIPORMY BRACES. SHORES ANP CUM IINEREPER NirtssART M SUPPORT AU 1040S IV WEKE ME STRUCIVRE MAY BE SVINECTED OURIAC CONSMCWOAC MCMD/NG ERILT/011 EQUIPMENT AND 173" OPERAT/OR !NS T£MPORARY SUPPORT SPETEN SMUL HOLD ALL ELEMENTS AND ~MAMS IN TREM POVAL ~MOK FOTALV AND PINALLY CONNWT£D 2V rat PERNANENT 8RACIAC ELEMENTS C. TN£ TYP/CAL ROTES AND DETAILS SKALL APPLY /N AU CASES INLASS SPECHM 0674115" OCMW ELSEHNERE ~ERE NO DETAIL IS SAWA! CONSTRUCT/ON SMAL BE AS /OR SIMILAR VORK 7. REQU/RED /ASPACT/OAS BY P//GM ISLANDS DEPARTMENT OF PLANK/AC AND NAM/RAL MOE/ACES (BUMMINC DEPARTMENTI. a MUNPÄTAWIS b. CONCRM a. MASONRY d STRUCIVRAL STEEL • COACRETE • 02AVYLSTE HORK SHALL BE /N deroRamrs Ir/TH ANIRICAN 0214"RtIt INST/TI/Tt (At° - BI/IlO/Ar 02PS Ral/IRTNIWTS POR REMMERCED COAVRETE (IN 91B- LITEST RESISMN). 2 CONCRETE SNUL NAM A MINMUM COOPRESSYVE STREALTH AFTER 28 DAM rat« M OR CREAT£R MAN 3000 MI S CONTINI/OLIS /NSPWF/ON Ra2VIRTO POR ALL coats /ASPACT/ON BV NI/LDIAC mispirrait REQUMED POR PLACEMENT OP RENPOR'/AC STEEL PRIOR TO PLAC/AC COACRETE CONTMWOUS /ASPACT/ON /3 NOT RAGU/RED DURIAV PLACMC WAVRETE OF THE R£INMACMO • AU WAMT, SHALL BE AVRHAL (/4,5 PCT) UNGESS AMEV AS LIGNME/ChT CONCRETE S. PORTLAND CEMENT. ASTM 050. TYPE / OR TYPE /1 LOF ALKIL. CONCRETE ~MATE SKALL CONPORN TV 4.5771 C33 VIM TH£ /OLLON/AV 110.411NAL LIAIITATIONS. /OOR/ALS AND SLAGS ON GAME IV 1-1/I /ACH MAX/LOIN b. HALLS AND STRUCTEIRAL SIABS. 3/4 kWh' MAXIMUN. 7 CONCRETE STREAMII MIX RESON SHALL BS DOCUMEATED BY NEW OR EX/ST/AC TEST RE/ORT PORRS APPROVER LICENSED TEST/AV LABORATOR/NS PR/OR TO ERFVLA/AC 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 9. PROJECT/AC CORNERS OF REINE COWINS. Ett SKALL BE FORMED WITH VO /ACH CHAMFER UNLESS OTHERWME DATA/LED /0. PORNO" FOR CO/CRET£ SHALL B£ WO OUT AND COASTRUCT£D 10 PROP/Pt TIM SPECIE/ED CANNES SHOWN ON TIM DRAIMAGS. H SIIORIAC OP STRUCTURAZ SLAGS a AU SNORINC AND RESNORJAV SHALL BE DON£ /N ACZERDACE WIM STANDARD RaVAIIIENDED PRACTICE FOR COACRETE FORMORK (Ad - 347) b. ONt HUNDRED PERCENT $410/2/Ar AND PORLAS SHALL REAMIN /N PLACE PM M MTS SNOR/AC AMY B£ R£LPAC£D TO SO PERCENT AFTER M DAM PROIRDED COACRIM STR£ACTH ECLIALS AT LEAST 75 RIEMT OF DESIGN STRENGEN e =NORM SNUL NOT BE RENOVED /P ~REM STRENGEN POLS mrff MEET SAWIPME STREAVTII AT 28 PAPS d WIELT PLACED SJANS SKALL M97 Pt ISED TO SUPPORT SLAB ABOVE UNTIL ME LOVER SLAB WAS LURED FOR $ DRYE IIINMUM. ~MAC 110 SUPPORT UPPER LEPEL SLIB N47 BE PLACED FITINN THE S DAY CZIRMG PERIOD C MASONRY • COACRET£ BLOCK MASONRY UNITS' 457H C90. LINT AREA STREACTII Pna = /900 pst MEDIUM IIIYCHT MASONRY UNIT MLOR AND PACE WIERF AS NOTED ON ARCHITECIVRAL ORAWMCS. DESIGN STREMT!, fm /500 PS/. 2 NASONRY UNIT SMUL MOT BEEN CURTP POR A127 LEST THAN TB DAM AND ~AU B£ CL/MAT/d£D TO SITE B£FOR£ PLACED BU/LNAC 3. MAR7M/OCIS /LASPEET/ON /5 REIBI/RER UNLESS A'OPED OT/MEN/SE. Pak a PREPARAT/ON AND MRIIMIC OP EAU PR/SYS 6. SAMPLIAV AND PLACMC OP MASONRY UNITS. e. PLACEMENT OF REMEOACEMEAT d CROUT SPAC£ MINEDLITELY PRIOR IV CLOS/AV OF CLEAN OUTS AND OURIM ALL GROWYNC OP£RAT/ONS I. ALL MORRAR AND CROUT SHALL HAVS A MIN/D/UM .2.9 DAM LOKPRESS/VS STREACTI1 Maa TO /800 PS/ AND 2000 PS/. RESPECTIPELY ADLA/STORES RWW OSED SHALL BE PER MÄNZIPACTURERE RAMAIIMAIDATION AND M/IN APPROV.42 OF ME BINILINNC OFF/C/AL S PORTLAND CEMENT - ASTB aso TYPE /1 LOF ALKALI. • MÖRTAR MIK - /8 WIM 1/4 PART via trim: TYPT 7 CROUT M/X - 1..3 NIM 2 PAMS PAU GRAVEL 8 GROLT RAVU/R£MENTS: a CROUT MIX SHALL Ot /N ACCORDAACE PIM Ut ETANPARPE. 9 CROCT AU CUL-7 UNGESS 0111£AVASE MEES 10. LEE BOND SEM UNITS AT HORISONTAL REMPINC/AC • ~AM ~ARS ABOUT LENTERUNE OP MASONRY WALL UNIES DATA/LED OTATRWISE /2 AU HALLS SNUL BE CONSTRUCTED CIS/AC 1/2 RUNNING BOND BETWEEN MASONRY. CM= OTHERVISE NOTED. 1.7 ALL NOOP puim TO BOETER TO Tilt TOP OP MASONRY PAUS SHALL BE SET ON A MORRAR BED. TO PROV/DB UNIFORM REIR/AC. D. REINIVMME STEEL PM COACRET£ AND MASONRY. • RtINIIORCIAO PARS ASTM 447S GRAPT CO AU REINAMCIAC STEEL MAT IS 112 BE WELO£D SMUL CONFORM IV ASTM 4706. UNLESS OTHERWME HOMO ON PLANS • WEMED war FABRIE ASTM 4185. 3 VELUM £LECTRODAS: ARS UA. CLASS 190 LOM 1/TPROW I. MINIMUM SPL/CE LEACMS, MIMES DATA/LED OTHERIIME. a ~mrt SEE SCHELVILE ON DRAF/AC. b. MASONRY SEE SCHEDULE ON wurmt. • moto rist P4BRIG SHALL B£ SPLICE0 WITII A MINIMUM LAP OF 12 /Arms. S. JIMMIUM CLEARAACE BETWEEN RENPOR /AC AND FACE OP COACRAT£ SMUL BE AS POLIO'S (MIMES SIRIWN ormwrisr): b. d S COACRET£ 851011 GRAPT 104.57 464/A5-7 50/t) - P- COAtaRtn BELOW OMME (FORMED) e 2" CONCRETE !MUS EXAMED 70 7£4111ER = 1-1/2" CONCRETE !MUS, MITERIOR WIMS = 3/I" EVAVRATE SLAB ISTRIA-7ZIR441 3/41- EVACUIt MANS AND COLONNE 6. SPL/CES COLIMINS AND BEAAM SHALL OLEUR ONLY FNSRE DATA/LEB SPLICES /N LONIYAWLIS CR40£ BA:44.5 SKALL OMIR AT 143 SPAN CONTACT STRUCIZIRAL EAMNEER IF CLARIF/CAT/ON IS MAM 7 SPLICES HOR/SONTAL WALL RtINA9RWIENT SKALL BE trACCEIWP RINI" PROP BRUCE CENTERLINS WHERE' HALLS HAVE TWO LAVERS OF REMHORCMC, SPLICES SHALL NOT OCCUR /N THE SAME ME47/0/1 S AU RTINIVRT/14 SKALL BB tal", ridess AND dettwArizr SI/RAMTTO OUWE COAVREIT PLACED AND SWAZI B£ SZTIMED AGA/NET DISPLACEMENT WITNN PERIMTED TOLERAACE CLSARAAV£ POR REBAR SHELL BE SHOWN /N DETAIL OR CALLED /N NOTIE. TOLERAAC£ SHALL BE AS PER AC/ 318 9. PROVIC£ SLEEPJE FOR PUIL/fl AND EUCTRICAL OPEN/NOS /N THE COMA= HEBBERS ~OM PLAC/AC CONCRETE DO AVT LET ANI' RENNPORNM FN/CH MAY CONFLICT CORMC /N COACRATE NOT PERM/PT:D ENTERT IMERE SNOtN ON DRAF/ALS OR APPROVED BY TIM SPROCIVRAL £AG/N£ER ANN-SHRINK ERWT OR ORPPACK ANN-SIM/NK GROM' OR DRYPACK SHALL CONSIST OP 4 PRENIXED NON-METALLIC IGRAVLA 8. OMMILIN PORIRIL4 RECU/REMERTS. a. ATT SHR/NKAC£ AFTER PLACEMENT. b M9 £SPAAS/ON AFTER SET 14571/ 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). P. n AT IE DARS e 5000 PS/. • UMMER. t AU MIMER SHALL BE SOMMEN MENT PINS GRAM 41 - IYMYSIME TREITER UNLESS OMERWISE NOTED. I ALL FRAM/AC MACCIER SKALL BE SIS UWER DESIGN BASES ON ANSVALILPA NOS - /99/ - NATIONAL DESIGN STAAIDARDS. 3. PLYWOOD slitArhemc - PRASSURE TREATED (U.S. PS/-89) 2/771 £STERHOR Cliff AND APA RUM 4. ALL NAILINP SHALL BE /N AcconwArs NIM Ut RAWIRNINTS UNGESS NOTED OTHERFISE ON ME DRAMMGS USE COMMON FIRE AIÄ/LS. NAILIAC OF MOP "ZOOR AND SIMARIMU SWEATIBAC SHALL BE INSPALTER AVO APPROPED BY ME BUMIHAV DEPARTMENT BEFORE LOVER/AC. 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. 6. AV LEMEN OF SPLIT IN MENSAE SHALL EACE£D THE IIMTH OF ME MINOR FACE 7. CONAIENVE DESICNAT/ONS REPER IV STROAC-T/E CONNATTORS BY SMASON COMPANY. ALL CONNECTORS IV BE /NSTÄLLED AMOR"' TO MANUFACTURERE MISTRUCTIONE B. ANY HOM THROUCH STRUCFURAL MENGERS AIR P/PES OR CONDIJIT SKALL BE VERIPIED WITH Me STRUCTIMAL BAC/N££R 9. NAM AU 2X DOUBLE JO/SP V/P11 !Ed MAMS AT 9 /ACH ON CENTER STACCERM /0 PROVIDE DOUBLE INST UNDER AU PARALLEL PART/T/ONS AL POR SLEE AND LOCAT/ON OP ROSE P100/1 AND WALL OPEMACS, SEE ARCNTECTURAL MATHAN/CAL AND AZECTRKEL DRAW/ALS. FRAME AU FOUR SINE OF OPEN/RIT WITH ADEQUATE ~MIMES AND CONNECTORS. /2 Pla07/ 49t 001./PLt STY/RS UNDER ALL BUN ENAS MESS NOTED OTATRY/SE AND BARRY ~AS 007N IV /'LINDAT/ON G. STRUCFURAL STEEL. / AU remt /N CONPORMAAC£ 117711111£ MANUAL OF STEN CONSTRUCT/ON 97/1 EDITION BY THB .441a12441 INSY/RITE OP STEEL CONSTRUCT/ON (ASO) 8. 114127UAL. ALL STEEL M£MBERS 70 BE ASTM 4992. MINIHUM FIELD STRESS OP 50 AS/ WIESE ormeRrne MMO 9. CONNACTIONS.. JAIME IV BE ASTI/ ACES SC CLASS "C BOEM UNGAS OTHERFISE MEM ALL PROP/S/ONS OP TIM AMERICA/1, MELD/AV SOCIETY SMULTURAL 11420/AC CODE - STEEL (ABS APPLY 70 HORK USE 470XX EZECTRODES FOR IVELEME. I. CONTRACYOR n ) SUBM/T SHOP DRAW/ALS 70 EMMEN? POR REM" AND 61.477£0 ACCEPTAACE PRIOR fO ANY PABRICATION OR AREZT/ON S. AU BASE PLOTS 70 HAVE A M/ARAVIM OF 1-1/2 /ACH OF 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 STEEL N Bor Potas R Maal Net. 1. LISE STANDARD SPENFIGATIONS FOR OPEN WED STEEL )O/STS. K-SERIES ÄlICIPTED BY THE STEEL INST /LAST/YVTS - MIRRENT ED/T/ON. 2 STEEL MMS IV PA/NTER PER FEDERAL SPECIPICATION PT- P-$96 (RED 021.94) S STEEL OMA' SNUL SE IMAZIPACTURED BY UNITED STEEL DECK MC OR APPROVED :WAL 117171 STEEL OINFORNIM 70 ASTM A611 USE NOR/£OKTAL BRIMMIG WIM A MINIMUM OP 1710 ROET £ACH SPAN WOW L / X / Itt" X 14 -. 4. AITALY/ STEEL Pat 70 BAR JOISTS t/Ill /f RILLIZE VELDS PASTEN S/DE LAPS WEN /8 MIMES AT 8". UNDiSTURBED AREA DISTURBED AREA 40tIETER FABRIC OVER WOODEN STACKS P9 REUOIRED COUTINUOU5 EARTri CURB =III=IIIE 'I EllIEll • EXISTING I lE I I IIIEll GRADE GRADS BARBIER PRUIM BUILDING ADOMON SPA TANGO. NU LITTLE ST JAMES bo. RIO EIGOROUARTER SI InOmAS.uS.viRGiN PANOS CONSTRUCTION NOTES REvitiONS Ho ENTSCRuPTION DATE / 1 PAUL FERRERAS, PE SIRUCTURAL ENGINL i NEw TORN Liatitt No u:/;4:.:: NEY/ -ERSEY tiCtENSE GE 32849 FLORIDA itaiat NoSG40B VIRGIN ISLANDS LICENSE No 48 I t ALL INI-ONAIAI ION CONI-AJARD If REIN 5 IrIE PROPERIV Of PAUL 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 Avo SMAL/ NOT VE RENSEP FOR Aw PURPOSE ~OUT ERFBES. YRJETEN CONSEra Of PAL/L FEIMERAS. IDE DIANEB SMAL/ BE PetAIIITE0 TO REMIN C0Fle TOR WERENCE PURPOSE ORLY. LY. Not 2Cele. 201 buut ,éb Natte G2 20F EFTA01110083 ;Di • ! 1st ?, 2 t I rrt° xry oy bqx‘ Lk ups Ns G:120 , k2. 3 ; irk gin ; 2 ' C EO' DE1 114E ?“I Elis e ;al f. G Hi. ‘2 VI ? ttb -6 9S re tl o ; a n v s i • i slE dl „ a 1 41 €' . CE H 2P,;E E Ent ;la 21 6 1 g fl oot d i b . 11 .6 § g" l 'B § Hits Mil Ertes HIS tif • Hoy gat ;tat no Er , og InEE iiitr IssEl t g 72.0' 14•.O IP rice I es• 14'4 0 . [repeated 32 times] . [repeated 10 times] . [repeated 5 times] . [repeated 14 times] 51. „ . [repeated 6 times] " , . [repeated 19 times] • crane • ;Sumter F 13 Cr -0- <Di t 22, I2•.0' / 8.• -L.-- b 6 FLOOR PLAN wet spa r , `1/4 P%t-Fl C wet cm C.4 P"3 g -... ti e In jet P001 scale: 11.4"— -I A DOOK SCHEDULE DOOR # WIDTH HEIGHT FRAME DESCRIPTION /2-0% Settle door. 12'-0'' ia-o. (4)9Ltss pane slider sishutters z te-0' pocket door 8'-et Flush WINDOW SCHEDULE WA/ # WIDTH HEIGHT FRAME DESCRIPTION 0 O 3'-0' =. le.Jvers-screens feed tempered glass panes ELECTRICAL LEGEND wPQ %%MATHER PROOF OUILET/Gfl ,5 WALL SCONCE UG1-11 e EXTERIOR WALL LiGrn. 9 9 Gfl OUTLET DUPLOI OUTLLI TOP RECEPTACLE SWITCHED er ELECTRICAL SMOKE ALARM CUING FAN. pull chain 220/240 VOLT OUTLET 4,24 VANITY STRIP SINGLE POI SWTCC1-1 # 4 SPEED CLNG. FAN %wren DIMMER SW1101 11MER SATICH ELECTR. PANEL A PHONE RECESS SIOE.WALK LIGHT COLING HUNG ur,nr iE* EXTERIOR ruxo UGHT t 3 WAY SWITCH PLUMBING ISOMETRIC scale: I!8"— PROPERTY BUILDING ACOITI011 SPA PARCEL 'A' LITTLE STIAMES Is° RED IN3OUODARTER ST.TrIONIAS.U5.VIRGIN &ANDS FLOOR PLAN ELECTRICAL LAYOUT DOOR & WINDOW SCHEDULES REVISIONS No IXECOPTION DATE PAUL FERRERAS, PE STRUCTURAL ENGINE I I. New YORK UCEHEt No oLL•4LL, REV/JERSEY LICENSE GE 32549 FLORIDA LICENSE No 50406 VIRGIN ISLANDS UCE/I52 No 48 It ALL INEORMAIION CONTAARD HEREIN IS TM PROPERTY Of P4u. fEIMERA.S. THE CONCEPTS. IDEAS. OESIGNS AND DETra5 AS SnOsis ON fit DOCUMEIS WERE CREATED . DEVELOPED AND 'RIMMED fOR uSf ON THE SPECifiC PROJECT AND Srum. NOT BE REUSED fOR MN PURPOSE vell-Ouf tufted ViRIITB4 CONSENT Of Pas fEIMERAS. THE OwnER SHALL BE PERANITE0 TO RETAIN COPS FOR REFERENCE PURPOSE ONLY. 'DATE Not 20th. 201 Buse JD Noted Al 3 Of a EFTA01110084 A .2 8 t /fl/ 0 eI 2 3 t lb I lbt 2 r 2 k i r c c ttq t a .OV chic:4 Ill ) is' 12 8 l ui t Il i 2 -Rtig lE r iriql e....a, l a i 8 .` 1pfl to. me Mg a ".cE c, 3E b r. t ir. .,) #, s s i wit 2. r q.t2 le w. 'It ci li a ?t fip 132 g S % E c..2.k 2igi 'Etu! tl,1 441 t 1 r b g • .‘ si tllg ti 2.- 1 tu l .4 .E.0 g G Il 'Q i t;: llit gilt e ;s . 1 °F '2 '2 I I 1 1 i 2 ils 24.1 11 1 't ]ii§ 1 2 0 §2 . 5 0-0 o t 2h h bp il l 3 1 1 Efib. E - ' • ill i . g i 0 ll t2 Et gi45 S 11; 31 t S 318+ ;t a# rig? 1" 0g Eas t j .0 iira tstsg I PROPERTY thuors i2 cr- BunDi2G ADDITION evt SPA PARCEL 'X Mr 52,0145 bd. RED 900RWARTER 5T.InOtA06.9.5.viRam +5 I .5' 1 TO.Wall &ANDS 3 1Z tatvel of es, weal _+37.5_i_ trail mini - . ag2A1 liOnZOntal = Q t f D = 0 0 2.09. 41 (i) +29.5, 4 5 _ 1_ — ....IL NORTH & ELEVA NORTH ELEVATION scale; I!4'—I'-Cr REvi5i025 No DESCR1PTICW DATE I [repeated 3 times] 4OLonteed. 24* - i 2 CG" PAUL FERRERAS, PE gonna! metal rodme FIRUCRIRAL MINI I I: +51.5' ; T.O.Wri ) f I MEM f r r s t , !? AI 3, i2 I —. /Tifi Q I.., Ltont k ri.,,,,, ,,, Z- . -Th irrin -n -Fl .- NEW YORK LICENSE ULU:it:4:i:: NEW ARSE), LiCEathE GE 32849 FLORIO* LICENSE No SC406 acts road C.--- • IBLTRAIEZ SW I. VIRGIN ISLANDS 110ENSE No 491 t as I Kotactemosus Oil 1 ALI S 'W. — I 1+, alta - 0 AI.a 0= - I _ i --, , I : i Fr ga den AO A./ o exam web '—') i +29.5' 2.0•9 0_ As - ti . I I SOUTH ELEVATION ALL OitCOOLIAIION COlitAltil) nEftEin 6 NE PRCEIRPEOf PAIN. scale: 114"- I 1-0 FERRIKAS. in E COP.UPTS. ICEAS. DESIGNS MO OETPJLS AS SPIOVEN CPI NE COCUMETS WERE CREATED . Set CEVELOPED MD PRIM ME0 119E ON me SPECifiC PROTECT Ant SNAIL NOT ef REu9E0 FOR Am PURPOSE vorrOuf ExPRIth5 WRITTal CONSENT Of PALL TERRIKAS. TIE DWYER SHAN. af PERMITTED 10 RETAIN COPIES FOR REFERENCE PURPOSE Ow. 'DATE Nov 2Ctil. 20i i 'Scut A2 to Hated EFTA01110085 A $ .22 / le A c ir!f .0/2 al sn. vP t gl,t° Nrv' sta,,,, ,t . t .4 Ibl ti tv % It li A. .t 11 IS ' 1 1 '42 0- g2 8 ). "6.1. 16 > 1g14 gi a r , . 0 !il 2 i'• 1 i l ai411 gAx.v. lig TS "8 .? f'1 0- ibt.1 OB 1 .8. i ? rel f g2 2 4,tilt - tv i g , i 1 S ,. -^t C.2E iPi 21 ! g t y.,,u il 1 AB r e -a , or . 2tg t ii; s Et °it • r r ?si t 412 I ? C IS ' tr: ohi , 11Et Mt lec. Zi t . 10 zlii 111 i zsooli q11.§ 1.2 0 A 5 g 23 iii i s.'t olij E lite n / t i til d Wit 4? 14 411 L E 1 io g 8 2 a- I> 7 ifilf aptl e pp R Vs's" 2?. 3 ila l ilia IESSU PROPERTY I I ____ibla, of &Atm BUILDING ACCITI011 SPA PARCO. 'X unix STIAMES 1,0 RID IICOCOUARTER St TNOMAS.US.VIRGIN ISLANDS metal railne II I 2 "‘ G olairdlli f I I I I I I I iti1-, + i .n. 4 5_ no.. c.. to.wan .......4111 {III i..--- if II III w Z 0 _ _ . I 2 - , 3 ♦H r doa. , fia.„._,, f-th.i UJ I 425L bottom ol ewe loud 4 _ _7. - - < LLJ max faits at liOn2dItaleatle, A A T— 41 a . "rag. H t UJ 0 in tv ) 4 en 3 CM UJ +29.5' O fr 1.09. B.--as. lib Wilb to - .--i, 00 WEST ELEVATION I r EAST ELEVATION EAST & scale: I 1.4" I'-0' scale: 11.41" Ica REVISIONS No DESCRWT N DATE I L ea, PAUL i Too of &Mat 4. No ._, - - FERRERAS, PE 53 S2 - 50 STRUCTURAL ENGINE I t. .2 [P r ii r A - . 1 _ _ 1 1 S.., 2 1 r W W - - _el _ rri —. ci `n +,..,41, costal — (2/2xl 0 total be xi 131 t‘noRsat' I I acottig /QS REV/TORY. UCENSt tio o:/,`4:.,:: I I HEY/ -ERSEY LICENSE GE 32549 i9 I I 3 = ... I 2 .itt W.) boom,. I I a.e I . - - - - * 40 FLORIDA LICINSE No SLOB VIRGIN ISLANDS LICENSE No 481E N I NM beyird +375' ê, road I comg beyond I -^ 7 I 1-- -- 53 I b b tar-- t? I I mei eat r‘i al I — u l i laraortal cddea I — tined erd. 30 a- -- ---I-- E ALLINI-COMAIICti OZ./TAMED I I __ IIEREIN IS INC PR.CEIRIV Of PAM L J L J reeter.s. TNE CONCEPTS. IDEAS. °MONS I —I _ I L__J S3 AND DETAILS AS SNOWY ONE DOCUMETS WERE CREATED . DEVELOPED AND PUMMEL/ fOR USE ONE SPECIFIC PROJECT - -- L I 4-, BUILDING SECTION AND SNAIL NOT BE REUSED FOR MY PURPOSE WITI-OUT EICPReS WPJIT6N CONSENT Of PALL fEIBTERAS. corhauj 20 .- A3 ale: I/4 s- I '-CY TNE OWNER SNAIL BE PERMITS) ...al TO RETAIN C0fle FOR REFERENCE PURPOSE ONLY. — Imt -- Noe 2Cell. 20I I A3 bi.on Sp N.X.Ed sofa EFTA01110086 PROPERTY . r Pet 2 2 en gb 101 2 t 8"" g t c t 010 i!I foo l ttil L " is ` 58d 12 8 =▪ 1" gig 4;1 a PE EA le Uhl 1q 2 6. 5151, • ii f 4t 2x6 nita? pp£ * W . g€8` Zr,1 as gig •/' 2 t lt ni § 12 .0 " 5 HA kil l 131'2, B(( t qtq L rod nay - 9 kb ri g i g E la m"' Es e tS P.eSt 14%OYe rP-OW 7O.4' 14%01re 14cOYe 14'.01? r i /4 ry st 4" 1_ sr-g.r; 14F.1- - 1-1-13 Cr 26 4 1- cr cr 26 C 3- i I b -4 — WADI rr- at I l ed U LEM S3 _d-tt ____ T in A I— I- L . provide protective cover as per IBC specifications t r 1_ r - 1 i I I cr28 cr 26 D-ri 5 1s ; a28 I il if III II Lgi IQ I -I:I IN I 'NI ( O, C.+ I I I A riAfItluCtOil Ant I i j 4r - - III C 26 N II IF III il I III [repeated 3 times] cr28 -I. TI . by T I - 4 VI II I III [repeated 3 times] U. b. I II II 4 I III Ida III HI i 0 7 at, i ; 3 It Ill 2 II II 3 5a a VP _III_© a.i is -it c..c III ri ll" ent ( III ILL? twiasta _ L _' P L# I--0 II I I4 --, Ir L It I I , 1 III 1 III 1 i •-D C ea sr2t cr 26 - rcr2 - _A t_ ii 1_ I ,,, -r ir--1-ifilim- III It l'i 9° (L ' -f-3(t4Petiriri •-ie 2I ' -e - TI LIU L \ allj TI 41 lad r II s'w II 7.8' _ 4. _ 7.01 M 4-a' I Ss-0' I IWO' ri m ii- a 41, 1• I \3p5 bottom W305 bottom in MRWF v ! I i4%2^ e h• iii II I .. 2 1 R - II III i 12 II .c. m LH %m & I 4a. .3 N b ° %I L 26 -AI ili II %I J _. 2r -, bl i a.dond ones l— _I r- i L i i i i enClOOtd 4afal" i 4 -, i i endoeed garden t_ _1 4 cr 26 I C.Cr I I it I 1 6'.0saw TYP. NIP-WALL CONNECTION snit: I I /2"- I 'a - I ENrOi <0 b -I 0-ti IV EN r J -I SLAB FRAMING PLAN scale: ca LEGEND beam below slab 41B steel pate of Stone veneer above slab econcrete foundation wall 401 wood post over slab SPACING 0 d ;2 2 to B I 04® I Cro.c. .tdearance B2 OA@ 8'o.c. tclearance B3 'SR@ G.o.o. tclearance IL W /1-1 0l-tn TI Pe@ I to.e.•I' clearance T2 me Co.c. • I' clearance TEMPERATURE STEW mei 2' TIIROVGI1OVI- BEAM SHEDU LE EXAM ID SIZE wo TCP STEEL TTO,A STED. NTERAID. STEEL WIMPS MUMS L2 LI4 MANI Ol Ibl4' (205 i205 — 7 3 i - SCAM 02 —/.. L/4 L/2 V4 t 1 .3 r STIRRUPS I i I i I II-rtrrri- _____ -4I-rmrr: ...flaw.- ..... 4 W I PACE (X ma OP SUPP:RT Sun:CRT— I h ELEVATION BEAM SECTION ,a5. STiRRUPS 'I- i footing on firm undisturbed soil min.2 T.S.F. bearing capacity. V.I.F. BUILDING ADOiTiOu SPA PARCEL 'A' UTTLC SLOWS bo RED 1100ACVARTER ST.InObta6415.viRGai ISLANDS REVISIONS No DESCRIPTION DATE PAUL FERRERAS, PE FIRUTTURAL ENGINE I I: NEW YORK. LICE/6c H&C/V.:4:i:: NEW JERSEY LICENSE GE 32649 ftORI0A LICENSE No 5G406 VIRGIN ISLANDS NCENSf No 481 rasaaamANON CaappeD reltEm IS TIlt MCEVOY Of Prot FERPERAS. InE COoaP15. MEAS. DESIGNS frAD OETre.5 AS Smarm Co DIE COCumETS WERE CREATED . DEVELOPED AAO PRESENTED FOR USE ON nia SPECifiC PROJECT AAO Snau. NOT Et REUSED FOR Am PURPOSE veTrOuf ExPRff6 wRiTT6N CONSENT Of PALL FERPERAS. Ire OvezER Srutu. BE PERMITTED 10 RETAIN COPIES FOR REFERENCE PURPOSE ONLY. "Am Nov 20th. 2011 Suet ,ts NOttel SI EFTA01110087 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. 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 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 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 Pe ongeal eminent,. Poe aye lee,. cart cox,. cortecton tee, rd other °eel,. PROPE: a BUILDING ADDITION 7O.4' 12' rypitoof 5yeem: 1 I.1'.O 0: . 1 4'.00." . I ev.oire . G ‘Ted `Wier >44a caromed metal Plea/hoe o.er 2.4pudea en, 24 ea.ero. 151» let 3/41plyeood act 3.4 rafter, 024« ',ARCO. 'A' LIME 51'.»Mt5 BO I . Ç i-__. 112)2x I 2 header (272012 header / 12)2012 heat (2)2.. L2 header 12)2 12 header 0 se • RED ticoecouARTeR ST InOmaS.US.VIRGIN ENANDS 1 r -te 414,» 4I 4 fr h ek 4 «4 - 1 * MIMIC Simeon ± I ( \14- J fa Doan ea. rafter I i I 1 [repeated 4 times] ;11 1 [repeated 9 times] .:12I tyr.bs3 I I 1 I [repeated 5 times] 1 (2105 top I . \ ii I l l I l l I \ 4.. , I [repeated 9 times] ;• .2 l I __I I [repeated 11 times] t I a- ei 7/ 05 O8 vet D 6 ; u . , Nt...., 114 QS hor _ . l l l y,I I [repeated 9 times] l [repeated 4 times] 1 Z \ 12120G kciber elleMancinf Pat fj241typ. I G e <ZE 4 k Jt• 34 rafter a 24'4.4 . Yelleldt —I -le - -1-0 r 1 I ( _ - «. .. Li— e - lb -JILL - bn tiC - - . 1 I 0 Î 1 stadosel la IC — Cl- '- I [repeated 9 times] _I _ J pea S'concrete 0.101. TYP. • I !— - a 52 52 zo ita N 7/ ; 1 1 1 i l I I 1 *--•-•na. I • 02 n — e? rn 4 6 — I1el 'Le — - 2 I I i II H l I I P l _ l 1=1_ 1 1 _. 4. r < 53 I el ss 3, ,fri_ -, a e il i - • 4, S. et' . ,,, 11_ 52 I l [repeated 3 times] ;I r 52 i —I _ r 1 r i _e . _,-0 i 34 rafter b et 24'o.c. ir • I u -o 2 i 1-- =_•. 1 b 0i i'i i , 3.8 (alter @ 32b.c. - -1 I till I __ le rafter ee 1 3to.c. 1 1 — - I -I- 12 0 2 I . i .i2 net 1 il — C 0 52 52 é /ny N I2 4 ; — - le Velleet 0 - U o. - ›... I <3) l I I l . I I.- _ - -1 -I- 1 1 J l deldosel 22I IC etc recoecte• . rJ IS ?I 4 I wall. DIP. - i . e 0 I_L _J ‘-t i rri i (2)20 2 h et I I ....2. O 1 I l ie _ Î 1 I . J • "g I t or I. 05 0 Ce.w. i ' • H I I 2I l I I I I . - REVISIONS ç 1 I I 1' 1 f —I No DESCRWTION DATE 1 1 1 I [repeated 6 times] 1.:1 I • l I I 1 I [repeated 4 times] - \ - — 1 '• - " - \ Î--- I I I—I l lfi l l=I '2I -8I I l l r 1- - T 10-0' \ O 4' l a a -V - 52 52 _ TYP. WALL PAUL _. 7Q.1.. S2 scale: I 1' 1'-O• FERRERAS, PE ROOF FRAMING PLAN STRUCTURAL ENGINE I I. › Seale: 1/.4• 11-17 New YORK UGENSt No o:/)-1:.:: NEW LICENSE GE 3284e -ERMY KIDGt. MI? 4 RAFTERS AS MLR ?IAN 1O FLORIDA LICENSE No 5G408 VIRGIN ISLANDS UCENSE No 481E aaY Cr .te 4' it ii :le - _ - .., ' % I I -9- 9 — I 1 12120 2 1415000 anchor bate. r 1/4 . \ \ —0 - , tYP. -We)? ..„. e e 1 , SKEW , 135• S. 14"stee I plate ALL INFORMAIIGN CONfAnt) IIEREIN 6 TrIE PROPERTY Of PAUL fEleEPAS. TM teeters. IDEAS. DESIGNS AND DETAILS AS SNOWY ON tit tie, elevation tzepro DOCUMETS WERE CREATED . DEVELOPED PAID PRIMIITED FOR scale: lie— I 'O 1307 bolts USE ON nit SPECIfIC PROJECT AND SMALL NOT SE REUSED FOR 1 IIIP - RIDGE CONNECTION C NW PURPOSE YPTI-OUT untee WPJ1T6N CONSENF Of PALL S2 scale: l'— I I-O• 8' caused -.., mall I' fE11,2019. 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 se NOttd TOPS EFTA01110088 .5 2 p C. } 3 I g F 2 2 t. L 41 gar 0 2 is, 2 s g sjp .8 : u to fl y ri gyptV C k si 4 ILI1 V II, c s. g cg 2 0. 12 8 4n - ti i % 1 2 .0 ! ; 0 ;Ear 2 kg 1 i l i t 1pfl g 0, g k. I t! 6 ;if E g t,2 L. € p x sr s iwt t F I !t. , rIlt t e s 8 c 4 `~I li t a 1 1 1 13 2 & ! % t ti gi *$ g 1 2.'1 ,.. t ' 2r 2 • .‘ ` v tr t Er i 2 C: A 2 2 Ili k: g iltz a I 12115 g 7 II II lo II t * I 2 P 9.b 4 4:.1 1 i 2 8 F 8 -.' t] ii§ - ;P. 1 .5 co b p h , "1012h HI Y l l g g.b. v8 ' • ill i Rit . i a 39 a g g a S 11; 31 t slit # 2 '6 g 9 t rog E...-3;, 4,16? ii 2 I S •S 2 4 PROPERTY BLINDING *D0111011 •fir C.4 pox NGT-2 ompton fie Ai se* ® footing on firm undisturbed soil t ,,. •..N 1215.0° threaded rod 1212412 edge PARCEL 'A' UTTLE STJAMES BO min.2 T.S.F. bearing capacity. V.I.F. PIOU4.606 2 :, Smpsol TeDosys on GIG pea bee.. bee.. ® le le I I RED 1100ACVARTER ST.THOMAS.U.S.VIRGIN ISLANDS i. 10 50° I I ) I -4 .4 *cod 1 Typ.Roal Syttem cut tole ..Stele / I I 14ma corrupted metal steathoe over 2,4pAre 24 I2' / VG! Spoon Greer I I 1'-4• 924% ea end. CO I Le Dom' .2 stole I 5Lb telt ( co rafter 1 loth-ware 1.14W.vood oeer 34 raftero 924' :o. i z VGT Spool Corder 1 . < 4.0 steel Ye Dawn on rafter V. I I _I post t0114-605 2.5 0)2.1 2 n • sap. TeDosn ad C4 below I_ C:: 1 12115 la* post BPS 5. 0 I typ.post-rafter Z • V3 stoups 971thd c conn. • Strom *end 53 scale: 3' Ica' " _1.151C76 Ie Oohs Cato-le 121.5 'mean. . r G" . Yelled( < 12' 3' I la Ct ()gallery ()gallerycolumn, column, typ. —1 2105 'ream. Li_ rp pox, 0)ea.ar scale: Or- Ica. " titer, I r made 924' I C 12' 12105 interm 0 3' . x12.12 h.p \ 0 • et@ IC' t ) VGI Spa*. Girder Ct 3 ,,,., g yr int &concrete wall. typ. iiatbocton _.,, •e Doom co (alto, ea. ode 2.5 MPS I 2 Smpose le &Lod- • 1-1004-523 Sorpsco teDean -VT.- 4 1111 taloa II I of 34 1 rafter 0 a' >3 an C.x4 pog 1212 I3)2.0 P0V., I ea.stde I exterior gatery 4ntaior REVISIONS I No DESCRIPTION DATE I/4' 1./' strap Ai 2 tto 4'0 1 en t 1315/6'0 A-107 bats oier 12.12x I 2 litaill seed cdurro b t 2 post 2 11M5Serpsoo i I64 16424' koung '.' Tension Te v.? .41304 eat..tw. :: 2C. I Cdatt PAUL FERRERAS, PE I 6.I 644' locum CBS OC.C.SDS • 4,...l STRUCTURAL MINI I I: r..i &xi. 4.44 pine 4(2)3/416 YA3104 day. Aw. Setpso• Teflon, on :it* anchor bolts epo.y erouteg C.' C..4 post to concrete - I C poly b l over I It mm. non.aur4: grim concrete 51. 04CC 4..gract 4 Call -I 1 14* WI I- tak4.4 .FLL post v.b. i - I I I — I 1 1— ' 1 H-11.4. I H-1 • • sE . • :,, : • :. r • ''i i ' ' . . i~s \ 4 \i-.1%.11...:a. NEWYORK LICENSE ?I& CP,U4.,:.' RIDGE SUPPORT DTL. 1 4 4a-foll w.D ei, - top I I -I ' - NEWJElt5EY LICENSE GE 32849 - S3 scale: l" I'-0' FLORIDA LICENSE No 54408 Sedot.t1 14' • 49.^Paaed Id hl I I Cmi.payu.b. share III apples I I I —I I I r * VIRGIN ISLANDS UCENSE No 491 t 0 rue 6'coacrete I tab. tYP. 6•corcrete wit I SUPPORT 6 va5 0.6' c..,. #5 Ce..w. iBoRAFTER scale: l" i •-cr 0 Votone 1/5 9 6' No. I I I T2 veneer V5 9 6Nert. — *5 9 C'e.w. 05 0 Ce.w. Au. NOCRAIADON CONIATheD I • i i .t.fr e . e PIEREIN IS I NE PRCPERIYOf PAUL I • I I.—I I I- I— FERRERAS. -I PP CONaP15. ICEAS. DESIGNS 41 I I ;t PAO DETAILS AS SITOWN Cfl DIE — COCUMETS WERE CREATED . * ROOF AVE E * WALL Get/ELOPED MO 'RIMMED FOR - _ - . a USE ON ni• SPECIFIC PROJECT ea 53 FRAMING _ MO 511AU. NOT BE REUSED FOR _ I scale: 0-1 10 n l- Ni! PURPOSE varrour EXPRESS 2-6 WRJTT6N CONSENT Of It - • ' I I I I i [repeated 3 times] I I I i I — * FERRERAS. .2-8" _i I I IRE MAZER SHAD-BE PERMITTED 10 RETAIN COPIES FOR REFERENCE PURPOSE ONLY. 'Nut DECK FOUNDATION 4 - i CENTER FOOTING Nov 2Cw.h. 2011 s3 ROOF EAVE 53 scale: l'-1 1-Ce 'butt scale: l' !co. ilettel ,0e. EFTA01110089