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2017 Duna Vista RESA20-0019 Permit Packet
OWNER:ADDRESS:CITY:STATE:ZIP: WOLFEL JOHN JR 2017 DUNA VISTA CT ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: Pablo Creek Construction 1911 Penman Road Jacksonville Beach Fl 32250 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169506 1624 SELVA NORTE UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 2017 DUNA VISTA CT RESIDENTIAL ADDITION SINGLE OR TWO FAMILY RESIDENTIAL ADDITION residential addition $88880.85 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 2 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 12/29/2020 PERMIT NUMBER RESA20-0019 ISSUED: 12/29/2020 EXPIRES: 6/27/2021 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $436.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $218.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $10.56 STATE DCA SURCHARGE 455-0000-208-0600 0 $7.04 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $921.60 3 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 4 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 12/29/2020 PERMIT NUMBER RESA20-0019 ISSUED: 12/29/2020 EXPIRES: 6/27/2021 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $921.60 RESA20-0019 Address: 2017 DUNA VISTA CT APN: 169506 1624 $921.60 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $436.00 BUILDING PERMIT 455-0000-322-1000 0 $436.00 BUILDING PLAN REVIEW $218.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $218.00 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $17.60 STATE DBPR SURCHARGE 455-0000-208-0700 0 $10.56 STATE DCA SURCHARGE 455-0000-208-0600 0 $7.04 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R14461 $921.60 Printed: Tuesday, December 29, 2020 1:31 PM Date Paid: Tuesday, December 29, 2020 Paid By: Pablo Creek Construction Pay Method: CREDIT CARD 408566352 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14461 ~+; CENTRALSQUARE Building Permit.Application City of Atlantic Beach Building Departm ent 800 Semin ole Road, Atlantic Beach, FL 32233 Phone : (904 ) 247-5826 Em ail:.§.uilding-Dept@coab.us Job Address : ~ 17 '\NII() Vo,,, Cf Permit Number: ------- Legaloescription ~O-J7; o'f-is-~'E :J,{v4NWt l/4t1t1t,fr,7 RE#~ Valuation of Work (Replacement Cost)$ 'l .fi bOI, _ ~eated/Coo led SF 13 48' Non-Heated/Cooled~ • Class of Work: □New ~ddi tion □Alteration □Re pa ir □Move □Demo □Pool □Window/Door • Use of exist ing/proposed structure(s): □Commercial ~esidential • If an existing structure, is a fire sprinkler system ins talled ?: □Yes ~No Describe In detail the type of work to be performed: )u.•AJ J $/141 ,1/fn'J M fi11 1 f J~O•j,1. • Florida Product Approval # ________________ for multiple products use product approval forrn froperty Owner Information Name J1l,J 1}11( fi; I Address Vt? 1?~11, 1/,)/11 Cl, - City Qtrl {,,,f.. fut"' State h, Zip --::;;t;-:i'7t-;:1,=---P-ho""""n"-'e"'"-""..:.;_9~,....!'(:.l.9fe..!.......r_1_2_0_0 ____ _ E-Mail J @'tWOlkl e lt,iJM,I, ''"" - Owner or Agent (If Agent, P'twer of Attorney or Agency Letter Requ ired) ________________ _ Contractor Information Name of Company IA?• {r,,~ (~JINJiorl Qualffyin~ Agent lELA/JI) R/,ft.,£" 1 )94:PAK _ Address /'f// "li_,,,,,,,.,J ~•It J City VI~ &1•'1. State ft. Zip :JZZ$t> __ Office Pho ne _......__.J..._..~ _ __.___--=-..._...,..........., __ Job Site Contact Number O!o 4 -2,og> -q ':to 'I _ State Certi fication/Registration # ..,.,_..;;..........,"""-,o,11,.L..1~._. E-Mai l /.?/AP-;: 62 PAtJ ~ cAE.Et,C'qN 'Sf¼ cno U , 9::01- Architect Name & Phone# "A Tl•>•s""-Ao5M. ~..,,1,/1 -'toll-it,8-8J73 Engineer's Name & Phone# tit I -O -ii t-J Workers Compensation Insurer _____________ OR Exempt Expiration Date __,.,~~~LSE.,..:.,,.,,.=- Application is hereby made to obtain a permit to do the work and insta llat ions as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc . NOTICE : In addition to the requirements of this per mit, there may be addit ional restrictions app licab le to this property that may be found In the pub lic records of this county, and th ere may be additional pe rmits required from other governmental entitles such as water management di str ict s, state agencies, or f ed eral agencies. OWNER'S AFF IDAVIT: I cert ify that all the foregoing information is accurate and that all work will be done in comp lia nce with all applicable laws regulating construction and zon ing. I J 1/) ,.. "' ... 9 -z- LoJ C'PYEfl-A6t AN.A..LYSIS~ LoT 01-z...G 11,78(:, c,,,f . . t:.U '51 IN l1 ~ A DO / T IDN U NDE: 12, !Z.QOF 2.,3G,?.. S. F', ,(!Xl~"(!Nu. Hi,00I TION IMPE-12,Vtol.l-S 2,G<o4 &:>,F", ~t~L covt:R.,i..qE "'5 ,0 H, =i.r-~ 1\,19«> ~.f',,:; 41.<.,'fo c'oVERA6€. I I I I I ·I ... 9 -~o-rl=.: ,HE. P~PO~r:-o AOPf.P Po~T-PEVEL~ME.l'{T IM PERVlcl\lS CO~IZ.A4 l: ~ Af2,t:.A I~ 12 ·4-,(. -~.,:;-~·ANTO l!l NO MOfZ-1:.. ,\-!AN +.e,7,, ADD IT10NAL -1 MP!!:12,V\Ol.J';> ~,z,~~. ,... t..c,-r COVEt2;f-.Gt6 AN t. L YS 16 •. -· ·-.. --··-, '"' ·---·---,.-··~---, .,_,__ -·· -·--,..--~~,.-·-.. ·-SQUARE FOOTAGE INFORMATION: -ADDl'T\01'--I -• 5X 1"::> t I N C:} -, A PD ! i Io N Ll NOE \2, l,200 F • CONDITION SPACE FIRST FLOOR SQ. FT. r::'O'Ot P!Zt\--11" ccVEAAGil! 2..3~i io.i:::, • • CONDITION SPACE SECOND FLOOR SQ. FT. -· 1XJ5"f/14\C:,OJMPE.IZV(t::>0$ deiverv,.cic ~i>'-4 ~.f. { ) ________ £! UNCONDITICNED SPACE SQ. FT G,p.<;2U'., ~ ~Toi AL \..oT cov1;;1<.AGit: ..... _______ -s.oi." ei,t= • uNENcLosrnsPACE(PORCHEsisoFT. 4oS 6r- 355<b~. -_ 'Gi::> ~G -S ,r-. -;-11) 78,C::> i:l;;f', :::. · 4 ~ ,l, o/o 1..61" t.DVE~;U.1E: . IMPERVIOS AREA SQ FT . . • LOT A.REA (EXCLUDING WETLANDS & BODIES OF WATER) SQ. FT. I I> 7 6 ~ <o :f. STRUCTURE HEIGHT AND# OF STORIES: • APPROXIMATE HEIGHT OF HIGHEST POINT OF ROOF ABOVE FINISHED FLOOR ( A bO \ 1 IO N ') • NUMBER OF STORIES TYPE OF CONSTRUCTION: • TYPE V (UNPROTECTED, UNSPRINKLERED) MATERIAL INFORMATION: FLORIDA PRODUCT APPROVAL CERTIFICATION TO FOLLOW BY CONTRACTOR ROOFING (MAERIAL SHALL MEET THE FOLLOWING SPECIFICATIONS) ROOF UNDERLAYMENT -ASTM 4896 TYPE 1 • ROOF FLASHING (DRIP, RAKE, CAP, VALLEY)-26 GAUGE • ROOF SHINGLES, ASTM D3462 & ASTM D3161 TYPE1 WIND RESISTANCE MODIFIED TO 110 MPH ASTM E108 CLASS-A FIRE RESISTANCE RATING • SHIN.GLE NAILING· (4 NAILS PER SHINGLE) PER MANUFACTURER'S SPECIFICATIONS WINDOWS AND DOORS (SEE ATTACHED ENGINEERING AND/OR MASTERED ENGINEERING) WINDOWS SINGLE HUNG.:. V ! N YL l \ N ':::l ll lA. TC;;; D • WINDOWS FIXED GLASS -VI N -(L ;, I N <::;UL~ T 12: 0 WINDOWS HORIZONTAL SLIDING SLIDING GcASS DOORS • GLASS Bc.OCKWINDOWS EXTERIOR DOORS.:-MET f-. L 1 N~ULATC::D ~ • GARAGE DooR .~ c..~r-i-, l'-',1~.t-1 ~ r-1 t:,e tzl,LA<;,. SELF FLASHING WINDOWS PER FRC. SECT. R. 703.8(1) WIND ZONE INFORMATION NOTE: THIS STRUCTURE HAS BEEN DESIGNED iN ACCORDANCE AND MEETS THE REQUIREMENTS OF SECTION __ OF THE 2017 EDITION OF THE FLORIDA BUILDING CODE. 2017 F.B.C.-R THIS BUILDING IS I,@!{ LOCATED IN THE WIND BORNE DEBRIS REGION • BUILDING IS ENCLOSED ..-------- • BASIC WIND SPEED (MPH-3 SECOND GUSTS) I 3o M f'l-\ • RISK CATEGORY ..IL • 3UILD!NG CATEGORY • WIND EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT _sr:~ ';;il'R vc. i U \t,A \.. METHOD FOR MEETING WIND BORNE DEBRIS PROTECTION: DES GN WIND PRESSURE (PSF) USED TO DESIGN COMPONENT & CLADDING MATERIALS NOT SPECIFICALLY DES!GNED 3Y THE REGISTERED DESIGN PROFESSIONAL SEE STRUCTURAL ENGINEERING SHEETS FOR COMPONENTS AND CLADDING (END ZONE AND INTERIOR ZONE) INFORMATION TABLE 301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOB WOOD STRUCTURAL PANELS Panel Span 2 ft. 2 ½ #6 Wood Screvl 2 ½ #8 Wood Screw' Doub!e-Headed Nails' SI: 1 inch= 25.4 mm 1 foot= 305 mm Notes: 16 16 12 FASTENER SPACING (,n.) 1·2 2 ft. < Panel Span 4 ft. < Panel Span <4ft <6ft. 16 12 16 16 6 4 6 fl. < Panel Span < 8 ft. 9 12 3 This table is based on maximum wind speed of 130 mph (58 mis) and mean roof height of 33 feet (1 Om) or less, Fasteners shall be installed at opposing ends of the wood structural panel Where screws are attached 1o masonryls1ucco, 1hey shall be attached using vibration-resis1ant anchors having a minimum wrthdrawal capacrty of 490 lb (2180 kN). Nails shall be 10d common or 12d box double headed nails Exceed 130 moh 158 mlsl INDEX OF DRAWINGS SHEETS ARCHITECTURAL SHEETS 1,. C.,'(e r1-, .S 14 er.,,--· 4 r i-1 D LSX 2.--E1-1::,1A11~1--:tas-.... . I 3 .. · Fj iZ5;/f·l~ tSGol~1)'r-tz'fft..L· fCco12.~ CL-Ec,f~1CAL 'f'1..41J.:S 4. Au 1--1 rr~-ru AAL ':::il:J:~~10 0~1 fA t B · 5 ~ A l!-,C. 11rf' ~ 1.1 t:. /.l, t.. S ec:r t:::>JJ C 1 6. ·::fyp1 GAL .. r-L6. C;';,\-,1 [N:i::1 DEr:iAL; I 7. TYPlC..tlL. t:f?::?P P'u.r;iFll1-,/6\:0eTt-t7.P 8. STRUCTURAL SHEETS S-1 ~t5f 1.:. l-:f?t-1 N. p;..;[k: .. ".l'H ~ .S11.e;L.-1C.. f LI~ AL :Pt.A H7 S-2 s-r~uc:rwrz1.:.L ~cc.1"1r·)t-.li A~'& 5-3 c.:a:y, w c-r dtl.!.:.. L 6 e.::::. ·< 1 Ol-! C !~ DG·r,>:. 1 L-:. I I 5-4 S-r:~JsJc.-ru UL 'Spfr:l>'::> > St-~i=JJLILt::'5 ~ t't::1AlL•So SITE PLAN s IP. 1 0 F 1 0 E: I.::; A -r --r A(::..I~ !:=,D . . . . OCCUPANCY R-3 F.B.C. / 2017 TYPE OF CONSTRUCTION ~ TYPE V-8 UNPROTECTED □ TYPE V-A SPRINKLED FIRE PROTECTION □ TYPE V-A ONE HOUR FIRE PROTECTION ZONING DISTRICT JZ) RS-1 □ RS-2 □ RS-3 □OTHER _____ _ ATTACHMENTS (PER BUILDER) 1. -------------------2. __________ _..;., ______ _ 3. __________________ _ 4. ________________ _ 5. ------------------ 6. -----------------7. ------------------------------- 8. ----------------- REVISIONS C)(!.1, DRAWN ~ H 12- CHECKED DATE BY 4 -1 1 er , z.:::,,o SCALE 1✓ A JOB NO. i.6--, 8'"'1-l t ~ SHEET J A-1 OF sHls _.--::-~· Mil TC,\-\ ~'I-I ST ~4 ':i \"' \ N 6 L 'c JZ.. C:,C'.) 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'7D -1 2:, "1 -A 4 ~ SHEET A-5 7 OF SHEETS WINDOW INSTALLATION (METHOD B-1) WEATHER RESlnVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. Slif'.S. {DIN WATER SHEDDING rAfl-llON. STARllNG AT TI-tE BASE OF 1HE WAl.1 & ~t(ING TOWARDS 1HE TCP, INSTALL THE \IIRB TO THE FACE OF THE SHEAlHING. (2) APPLY SLL FUSHING APPLY JAMB F'LASHNG @APPLY BEAD ~ SEALANT AROUND THE PERIMETER Of TI-IE BACJ< SIDE (INlmlOR SURFACE) OF 'MNDOW litQl,,l"fTING FLANGE. IMJr.E:DIA Tn Y NSTALL WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. tE}APPLY BEAD Cf" SEAL.ANT ACROSS THE FACE OF MOUNTING FUNCE AT HEAD rn APPLY HEAD Fl.ASHING ~~Ali~~~~~ FLAT O\'ER HEAD Fl.),SI-IIHG. APPLY NEW SHEATHING TAP£ O\lER DIAGONAL CUT -SEE DIAGRAM. Cl) JAMS FU\SHIN!l. EXTOO JAWS FLASHING TO O\f.:RLAP SiLL FLASHING. EXTEND JAMB Fl.ASHING 8 Ji• (220MM) ASQVE ROUGH OPENING AT HEAD. APPLY TAPE AT CORNERS TO m.tPORARIL Y HOLD Fl.ASHING IN PLACE UNTIL YIRB IS APPLIED. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. SEC]ON A THROUGH WINDOW JAMB @APPLY A ~• NOM. DIA. E!EAD CF SEALANT TO 1HE BACKSIDE'. (INTERIOR) CF l1£ MOUNllNG f'lANGE AROUNO ™E ENTIR!: PERIMFTER. Pl.ACE BEAD IN LINE MTH ANY PRE-PUNCHED HOLES OR SLOTS. SHIM AND ADJJST WINDOW TO ACHIEVE SQUARE, PWMB, ANO LEVEL CONDll\ON. USE COOROSION RESISTAAT rASlENERS. rAStEN 'MNCOWS PER W:NOOW WANLIF'ACTURER FAS'IENER SPECIFICA1IONS. AF];R INSIAI LATIQti SEAL ALL CORNERS OF MECHANICALLY JOINED FRAMES TO SEAL FRAME SEAM .JJNCTURE. ___.--,,..O<IING AT HEAD EKTENDS 1• BEYQIID JAMB FL\SHNG. CZ) HEAD Fl ~51:HNQ ----APPLY A CONT. SEAL ALONG MOUNTING FLANGE AT lHE HEAD. FLASHING GOES O\'!'R MOUNTING FLANGE. EMBED BOTTtlN CF HEAD fl.ASHING AGAINST SEALANT (F'LASHING GOES OVER SEALANT). EXTOi) HEAD Fl.ASHING BEYOND EACH JAMB FV,SHINC. f ASTEN IN PLACE. INTERIOR VIEW TOP LEFT CORNER OF W!NDCW ©w<ATHER RESISL',NT BARRIER fWRB). . . AT A. 45 DEGREE ANGlL CAREFUU. Y CUT 'THE BARRIER ON A. ~A.GOH~ GENTI.. Y RAISE 1HE TOP EDGE OF' THE BARRIER UP NIO TAPE TrlE TOP CCffllERS AND conER TO THE EXTERIOR WRB SURFACE A.BO\€. ~ NO W.R.8. REQUIRED O C.M.U. EXlERIOR ····· 'r_."'"'t,.il-. -----WATER RESlST~ ... . . / eARFa;R'C 2 LArE.~ WINDOW INSTALLATION (METHOD A-1) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE W!NDOW INSTALLATION. filE.:i. (j)IN WATER SHEOC!NG FASHION, STARTING AT 1HE BASE a: lHE WI.LI. 41! WORKING TOWARDS 11-!E TOP, INSTALL 1l!E \\RB TO TH£ FACE: Of' THE SH£ATI-IINO. (2) APPLY SIU. FLASHING APPLY BEAO OF SEALANT AT BAC~ CF 'MNDOW FLANGE & SET WIMDOW USING PAN HEAD SCREWS 10 FACILITATE INS?ECTl{XII. @APPLY BEAD CE SEALANT AT SOE JAMBS. EXTEND 8 Jl,t (S} APPLY JAMB Fl.ASHING AflPll' BEAD Cf" SEALANT AT HEAD (!) APPLY HEAD FLASHING @REMO'-'E PREVIOUSLY APPLIED TAPE, AU.O'MNG \¥RB TO LAY FUT ow:R HEAD FlASHING. APPLY NEW Sl"IEATHING TAPE O\£R DIAGONAL CUT -SEE DIAGRAM. FLASHING APPLIED 01/ER 1HE FACE OF THE MOUNTING FLANGE. SEAL THE WINDOW FRMIE TO OPEN.ING. APPLY A it NOM. DIA. TO THE BACKSlDE (INT£JMR) e:J: 1H£ 'Mt.lDOW Fl.ANGE. N Lil-if WllH ANY PRE-PUNC!,EO HOLES CR SLOTS.. @JAMtL. . .f1t'.i.ShIN.Q. SEAl>NT BEAD BEHIND MOUNT!~('; fl.ANG!: APPLY CONT. SEM. TO THE MOUNTING FLANGES AT TI-IE TOP (HEAD) AND SIDES (JAMBS) rf WNDOW. EXTEND EUl.ANT AT JAMBS S 'fl ABOVE TI,E RO. AT HEAD, EMBED JAMB Fl>SI-IING INTO SEAL.ANT Al-1:l F'ASTEN IN PLACE. {f'tASf.lNG GO<S O\<R SSALA'll). q :ll:QJJ..QM...A THROOGH WINDOW JAMB m I ,._.. / . . . ' 'L·.' • . I -=~::~1----1 .a.L..&.NT BO.O BE1ll£DI f"lASH!N~ AW MOL.t!TING fl.ANGE. /' .,/' ,., ! /::;::..., I , , 1 1 SECURE WRB I AT HEAD l i ~~¼ 71ff-l---~---FU.SHIN~ATH£AD @ ' EXlENDS r BEYOND Joi.NB FLASHING:, EMBED BOTTOM ~ THE '"' HEAO FLA.::;;ING AGAINST '-.. iME PR~OUSI.Y APruED A .. 1 ~~ri!o r ASlEN IN f'I.Aa:. :1 @JAMB 'l.•stim---H--.f.. EXIDO JAMB fl.ASHING (,n 1 ., A l " TO O'-'ERt.AF' stLL flAs-llNG. EXTEND JAMB FUSHING 8 "JI/ ABOVE ROUGH OPENING AT rEAD, TUCK TOP Cf' JAME A.ASHING UNDER THE FLAP OF VffiB AT 'iHE HE,t,O. SEE DlAGRAM, ~- ", ; /f ,,.;;~ SILL FtASH!NC " SrlM ANO AD.UST Vt1NDOW TO ACHIEVE SQUARE. PI..LW, AND LEVEL CONDITION. USE CORROSION RESISTNff f"5TENE~ FASTDI WINDOWS PER 'MNDOW M.\NUFACTURER SPEClFICAllONS. (j)WEATI:ffR RESISTANT ~·l13!~El~~6kGLE. CAREFUU..,. CUT 1HE BAARIER 00 A. DIAGONAL GENn.Y RAISE 1HE TCP EDGE CE T1'1E BARRIER UP AND TAPE Tl£ TOP COONERS AND C£NTER TO lHE £XTERIOR WRB SURF ACE ABOVE, ~ NO W.R.B. REQUIRED O C.~.U. EXlERIOR , INTERIOR VIEW I TOP LEFT COR~ER OF W.NDOW SEALANT I • AfPt.'f ~tl-\1"H'e; :g,,A.WZ,l"e,9.. . Ov'el"-_~IND; 5Fll;,!,.1e\tA6; . .:.2· ,_ .. +-,~ • PD \..P 13A.!2.R1:-~ ! N .. ~ . . .. . - 1 • i H '::>"fA_L... 4 I\ ½IJDE.. .. !::i.!::LE -,-·· _--p;b\-\ 1.= lez..1 N6 \'11:.J:'li;..t!>tt~NE.- :.. -pc;11.-5HTl'{.t;;ov'E I\ 1-.. A.1?.l"JN . .6 .. _._.--+-- p ~ 'FD.,. """' \/_.. 11 .. _ 00 ''--,...,..us:.,. /"f .. ••-----··•--•.-·•· · A~001'-IO .lt.H6?.-~"----l---·11H'R::-.. ---.. ·-··· -------------· --~..1~1.1e.Ho sacF~At':i11~.Rillci--__ · ·~---+---· fi 11 I .... f""l E.1,1.E..E:>.R A.N.e t;.L.A..$.hl.lliE··--· . · -.. lJ lj .' i I bl<;f[-P\lft ·5E"( 6 8D: .. JA\16: ::~..::: ::_::~ r ~ · FLP.Stlli'-tt;,, -. ··-· · --.. _ .. · . . I _ .. •. SE.E 1>00(2.. MAl-4F. 1:,pr;z:.~ .. 1 ... 0.11:-... JN S T12-.U C.t1otl.SJ''c1is;:_~-_: I . ; F ir-\l$H Tiz;IF17'P~~\~~~~~°-!1:':~2:;':::~ .... . ... ··- . . .......... ,.. ... . . .. :~ . ,: NOil:',AT LIHf?\.:.QTecr 'I:) .·-·:,0012,$;-ee1Tral':1~~r2£~ ___ _ 1/.,/ JAM e::,-5H:ELL~E.-p; . c,~r,, D~c-AY "f';~~TSTiNT .. . MA Te: rz. 14, L.., ·······-· ·· ·· · • I i-J ~ T 4.\.-,l,, 4 '1 N ti)\!-. --+---'1' , s t:i:.r.;A o b,\e~Jt-l'3 -Me M i;:~FJE:;"A..AGHI D V ~ iZ-Lt..'f "f'f K"·1--::bco..rz; .· ... . I " • ..•.. 'fl<Ji.P!S'V4, l\ . . ~ G.1: ij~ ~ .~ ~ ...... ~=================l:l:ll- P·c.fAi I L~~:~:-~B:i·~ -e~K . r-r;c -101.1. ,4 lr. e. .c~r,z:;·1C).;,. g··-: General Notes: • e,r,1c1"' ~/oP. MASDNR.'{. VEr\eE\"2-, --...J==1 ,111->-+-1 • 1--"\E:TA.L T\E: .----~-----~'...,.,=-''111 , FL.t..S\:\l't--\L'j. (PEP., M~THD~ ':>f'cc.,,) •<,:,TE:cL li\..\TE.L, L T ,,_, _________ WATER ~$1STA"i I<' ,;.a: BARRIER ( 2 , IH-----1.1,lA-:-ER !-2.E!:>Ie-TANT PAl:aRIER i 2 \...A"'.E.RO REQJ'.R:=:::H I: Stucco on wood frame shall be min. 718", 3-coat application. / • \,\J cc P HD LE. ~r,e:-(1..~c.:"':D~E.~======f • ',>E:/1, L,I..HT,.---=i 1 . / .. /· 2. Stucco on masonry shall ~ .If:eD>. l -,··· ;;-·,iol. ~--.\ 1-!EQUI~D). Jl'.;_•<•··;1 ·•·. \\___ FASTEN 1 · !-I AT1' olc, --'',,--FASTSN LAiH AT '!" ol:i. '-ll ;•H'.'-1 .314" r'8N8i<::!AT'.C'I '.'17C ;::R:Ar-'IKS. LL uEEP 5CREEP be min. 1/2'';2-coat applic'111on or 5/8", 3-coat ,%1. t" ✓app ,ca 100. · t,· i • I . P-,12,ic.l'. ~ts.VIP \/i::1--\1:::'c.\".., -----~~:_~'-_-:__.._i,_.'""~ Ji NDov-.1,. --r--• FASTEN J.ATH AT 1' ola, w/ MJN 314' PENETRATION INTO !=RAMING. . 1,i ::>·<· ; , I~' PENETRAT!CN I --~rr-,;,.~~;;..+t' .. ~, = .-EP~ED-.~~:s~~;D~ RECOMMENDED MA_· 1'E~AL't=_. Q~. . DR,6.INAGS RJ~S · I l I i ,·,· I I ~ i· I. = I -~ Please note position of the wood structural panel (OSB or plywood), in the RECOMMENDED illustration. It is raised off the c rete and aligned with the face of the foundation. Care must be 1aken to construct foundation straig)lt and tnie. Jil-{lreas where the bottom of the wood structural panel is exposed, it shall have an 'Exterior' Classification ('Expo re 1' is not rated for long-tenn exposure) or be otherv;ise. protected. as shown AL IBRNA TIVE illustra · n, or as approved by the Building Official. BOAF Informal Interpretation N r 2656; attached, may be used by uilding Official for guidance as to the intent of the Florida Building Code .:::,Y:· __ ;l0>t:-·· ---......... ._----------~--'I ,I \. s1L1ce,a scta..\.ic.1+ ~ ~ ~ , _ /!.Cl r..1 2>/e,11 • \-101<\ -:t., • \1\1 I.:. LL s \-1 E. r.:s,.'.y H 1---\ c~ , -. --------1-1~,:....... ____ ,,,.._'-1, '5 W ~ 1::0, 1-1 p , 1 ( v p 2. .sru cc.o er<..owN • O\.)SE., v---r·,-z..,~ . MC> S"Tut'Z-1;;-A 0[2, ,._J C.OAi :?,/~llTl•H'-~ ~t..{2-. (2, \ E;.r.,_ , ______ ,,__ _______ 7'f--+-------i"ll'I ':;, l:>TIJ CCo t= I t-1 I';,\-! (;01._i • I '5 L'o F-c\...T r'/>-.PE\A 11-/ 0.~ Vi>.t--11-Z..l=D 1/e," T\-IIC.f,!.. '5TUCCO M E'..T A. L LATH • -~·-~ .. ~.~-·=· .~-~~...,,.,..,.,__-+--l-------i-t11 . "Tl=XTu ~!:. Cot,. T, ,._1 ["-4---s,,ue..c..o \:.)<:1\::(2.\0r,\ I! P\N\Sl-\.('~)c.ot,,T i \ ' . ~~~,-.. r-----...,,,.--1,,.'-ji---1~ ., .. ,,,.,.r~· ED w/ ·EG· NOT · 1JII FINISH. TBiii~AL . · . .· DRA...~F'U S • s -r i:. 1z:r s \"2-.. ';ii" RI P' FI loci'"\ <::> I DI N «i , ~ PF,\P SC.12--E.t:.D iN6TAL.LcD OVE:12, . V-./ A LL S \-\ E P\ 1 \-{ I l'--1 Ci f [,:Z, ET U r.z._ i'-l F I l's\ I "::, 1-\ Fo tJ N P A I I c, N '? Ll rz. l=" A:C E-,· J --1--· 1r.r' 5':UCCO \f-".N.,} ;.., /'. -I / /,,..-". //~./_,~ //,_,, 3; WRB should extend down, over the upper flange · of weep screed or accessory in a shingle-lap fashion. MID-WALL#,✓ • ---------✓---~ -.. ---------.. ·"'-c----···---··-·· • FBC-R703.14 I\:Slmte:; flashing or other approved drainage system (simi to the detail abo~e) at .the base of framed w,ij)~r masonry walls. One-piece and two-piece accessories are ava, le to meet this reqmrement: .. . .. / ....... -·· ..... . . . -· - ·/ermination of the stucco at the base of a wood structure shall be per ASTM C-92 ection A2.2.2. A weep screed shall be installed per ASTM Standard 1063-03. See below: . ---f. ---.----.. -HI :;\1\~f\\ = ~ " .. . - \1\-:.\\\_ . . ::.\I\ -Ill ---- I 1.\ =\\ 1=::: . . . , -' -. . ' 1 ·1 ,'·i,17/ . I, '1 'V [ i \ I : i ·Se./>.Lt,.NT. ,P-,[2.,\c.\,; SILL-- ' fl.ASl-\1\--\t'i .(Pi=.¥-, !-'IE1FIOD ':>f'l:G.~,)~~4 ~ E E.f t\01.....ic.. ( p E:12, Co PE) \) i•U!I c:;:.) 1, t==tll ,--..._.) , TYVs1t-,11 a12-, E.qu1>..L. ---+----<'HI ;::.::.'-d'++--- e!:i YP, oD. \J:J /:,. L I.. ·e, } .. rz, t2. \ E. "i2, • ~} · 1 IW.Cl-1 ):.\[2., '::>"f/;.c:E. .(MIN~ ~---~~11l;;"". l;ti) --• :z.x • Y-1 A LL S\-\ \::./:,,"i"t-\ l 1'-\ ~ • ~ " M 'E"l"AL 1\ tc'j. (f 1:.11-. coPE.. )---",,-.. • r.:, f2-I t. \"7 ~/ o \-Z., MA. "::>c:> N t2.>r'-----~~~ v e t--\ E: e t>-, • · ' -\ ' ' ~ ' . ' I • ---,, . . (. . . -~r ~--~-=-:-=---. / /" ~.1-4,.---~---,-£---0 C..MU ":>1E.M-\✓/e-LL "'4'~ 0PT10NA.L MoNoLITHt -c:o NC. \="(!).O.T r:N t. :.:v-:/: .. \?,'\(It:; L.:EP~t .... r--o=-r1 t-lc; Lk.SH I REVISIONS BY 't- () vi 7 tl .-:::I ~ D ~ \Ll D .,< <J _j {) '2 4 "1" 1-1-1 I.U 0 V' > 7.. ::J u _j -~ \- \ \L t-z -.-I a t ~ p ;3 -<( DRAWN tz; \-1 12, CHECKED DATE OCT" I 9. "2.oz.o SCALE A-s "-16 T t: 0 JOB NO. 1!:·, • 78,9-4~ !2, SHEET /\-lo 7 OF SHEETS - IRE BLOCKING DETAIL PE BCAB #V-15-11 2x4 OR 2x6 WOO BLOCKING BETWEEN TRUSS (PER FBC R302.11.1.) CUT TO MATCH PITCH OF ROOF ABOVE. SEAL WITH FlRE FOAM OR FIRE CAULK EQ. GAP NOT TO EXCEED 1-7 /16". VINYL SOFFIT PROTECTION OF PROJECilONS LESS TI-1AN 5' FRO ✓PROPERTY LINE ETAIL DESIGNED PER TI-1E 2015 IRC R302.1 CODE WHICH COMPLIES WITH THE INTENT OF TI-1E PROVISIONS OF FBC-R302.1 E FIRE BLOCKING F THE WALL IS OFFERED IS, URPOSE DAT ENT OF ' 1-HOUR FIRE RATED SOFFIT SCALE: (1) LAYER OF 1"-- DENSGLASS EXTERIOR GOLD FIREGUARD ATTACHED PARALLEL TO SOLID BLOCKING w /1 r 6d GOA TED NAILS @ 12"0.C. OR 1 i" TYPE "S" DRYWALL SCREWS @ 12" o.c. PROTECTION OF PROJECT S LESS THAN 5' FROM PROPE Y LINE e.1. 11Z" eA~ r IN5 INSTALL.ED PRIOR O 4 UND!cR PAPER SAC. Ml::TAL LA TH ; · 1 SCALE, 3" = \'-it>" TYPICAL !OR FINISH VER CHANNEL. FL.ASHING --~ ER 6.JILDING PAPER 4 6'JII..DINS L.ATH CONT.PT lx4--~ FL.AT CONC. TIL. o/ P.T. FURRIN<5 STRIPS MINERAL 51.JRFACE MODIFIED ITUMEN, 1.:20 MM. THICK, w/ Fl6!:!<6 S REINFORCEMENT, W<SE ND PENETRATIONS TO BE 5 ED w/ PLASTIC CEMENT OVER 50# Fel. T ON 5/e, CDX STRUC. Pl-"l'HOOD wl Pl-"l'Cl-lPS e," i'ilDE CONT. RO FLASHING NAI TO SIDE OF I 4-----__,, FACE OF SHEATHIN INSTALL.ED PRIOR FEL.T l<OOFING , RO F TO WALL FLASl-4 (RO 61-0FE PARALLEL TO WALU s - l --1 l Fl-ATC6Nc.. Tll-E al P.T. FURRING STRIPS o/ MINERAL. SURFACE MODIFIED BITUMEN, 1.:20 MM. THICK, w./ Fl6~1..ASS RCINFORCEMENT, EDGES AND f"ENETRATIONS TO BE SEAL. w/ PI..ASTIC CEMENT 0 BO# FEl-T ON 5/e, CDX .,_.,.,,,, ,.,._. 'MOOD .,.; Pl-"l'Cl-1 ALLEY FLAS~-HNG ... ReVISIONS: ' . V) C: C1 a:·-V) . ::c Q) l.i . a:CtE BY .. ~~~ CHECKED . ' · DATE 0C..."T~ . I "1 -?.O tO ~~ ·SCALE N<?J'.E;O. JOB.NO. ·· SHEET A-1 .. 7 OF. . SHEETS . ,,. RESA20-0019 Revision Request/Correction to Comments City of Atlantic Beach Build ing Department 800 Seminole Rd, Atl antic Beach, FL 32233 Phone: (904) 247-5826 Email : Buildi ng-Dept@coab.us D Revision to Issued Permit Project Address: 2017 Duna Vista ct OR 0 Corrections to Comments Contractor/Contact Name : Blake Jordan with Pablo Creek construction **Alt INFORMATION HIGHLIGHTED IN GRAY IS REQU IRED . Date : 1210212020 Contact Phone: (904) 200-9404 Email : blake@pablocreekconsttuctlon .com ------------ Description of Propo sed Revision/ Corrections: Original Plans with permit app where not signed or sea l ed. Existi ng building compliance method was not included ori".,. plans. Atta ched to this email is signed sea led plans and compliance letter. I Blake Jordan with Pablo Creek constructlon affirm the r~vision/correction to comments is inclusive of the proposed changes . (printed name) • Will proposed revision/corrections add additional square footage to original submittal? 0 No D Yes (additional s.f. to be added: ____________ ) •~ill propose~ revisfon(~orrec!io ns ad~ add~ti~nal increa se in building value to or iginal submittal? ~No D Yes (a dd1t1onal increase in burlding value: $ ___ -____ ) (Contractor must sign i f increase In valuation) •s;gnatu,e of Contcacto,/Agent:~1-.....,...· ~.,,,.~~~~~4~-======---------- (Office Use Only) i:YApproved 0 Deni ed 0 Not Applicable to Department Permit Fee Due $ _____ _ Revi sio n/Plan Review Comments ----------------------------- Department Review Required: Build ing Pla nn ing & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Revi ewed By Date Updated 10/17/18 LJG Engineering, Inc. Principal Engineer: Louis Gabriel PE 419 Sophia Terrace Saint Augustine, Fl. 32095 Ph# (904) 982 1935 11/30/2020 Mr. Mike Jones Building Inspector/ Plan Reviewer City of Atlantic Beach, Fl. Subject: compliance method for addition to 2097 Duna Vista Court, Atlantic Beach, and Fl. Dear Mr. Jones; This letter is to certify all repairs and alterations of the subject remodeling will comply with "method 301.1.1 Prescriptive Compliance Method Existing Structures of chapter 3 of FBC-2017 Existing Structures". DocuSign Envelope ID: 1BF159BE-7813-4C00-BC61-9439B96A0F88 This item has been electronically signed and sealed by Louis Gabriel on the Date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. 12/1/2020 DocuSign Envelope ID: 1BF159BE-7813-4C00-BC61-9439B96A0F88 12/1/2020 This item has been electronically signed and sealed by Louis Gabriel on the Date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. DocuSign Envelope ID: 1BF159BE-7813-4C00-BC61-9439B96A0F88 This item has been electronically signed and sealed by Louis Gabriel on the Date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. 12/1/2020 D o c u S i g n E n v e l o p e I D : 1 B F 1 5 9 B E - 7 8 1 3 - 4 C 0 0 - B C 6 1 - 9 4 3 9 B 9 6 A 0 F 8 8 T h i s i t e m h a s b e e n e l e c t r o n i c a l l y s i g n e d a n d s e a l e d b y L o u i s G a b r i e l o n t h e D a t e a d j a c e n t t o t h e s e a l u s i n g a S H A a u t h e n t i c a t i o n c o d e . P r i n t e d c o p i e s o f t h i s d o c u m e n t a r e n o t c o n s i d e r e d s i g n e d a n d s e a l e d a n d t h e S H A a u t h e n t i c a t i o n c o d e m u s t b e v e r i f i e d o n a n y e l e c t r o n i c c o p i e s . 1 2 / 1 / 2 0 2 0 DocuSign Envelope ID: 1BF159BE-7813-4C00-BC61-9439B96A0F88 12/1/2020 This item has been electronically signed and sealed by Louis Gabriel on the Date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.