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HomeMy WebLinkAbout2400 Park Ave - BR17-000286 (a) Demo & Construct Block garage10 go% gz i; 'r g nn 1, j A, I%, Application No: Documented Construction Job Address: '24% `:5 1 4,V_V 4"Vt'-' Parcel ID: , z 54k- Type of Work: New Description of Work: W Gol Addition 1:1 Alteration 1-1 Repair 0 , Value: $ Historic District: Ves F-1 No2l Residential VICommercialEl e oqzr Change of UseEl MoveEl Plan Review Contact Person: Title: Ln Fax: Email: Phone: t Vk 7 Property Owner Information Name 4, Phone: FStreet: qj)v) ,*C- Resident of property? : City, State Zip: Contractor Information N%AName PhoneC Street: Fax: CityI , State Zip: -zX State License No.: MA Name. Architect/Engineer Information Phone-Ar Street: Fax - City, St, Zip: E-mail: Bonding Company- 0111 Mortgage Lender: atarm 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. Application is hereby Made to obtain a permit to do the work and installations as indicated, I certify thatno work or installation has \ 7/ commenced prior to the issuance of pert -nit andthat all work will be pert"ortned to meet standards of all 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. FRC 105. 3 Shall be inscrfloat with the date of application and the code in effect as (if that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 permit Application NOTICE: In addition ro the requirements of this pertnit, there may be additional restrictions applicable to this property that may be found in the public records of this county, aid there may be additional permits required front other governtriennal entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit Submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estintated construction value of the job at the time of submittal. The actual construction value will be figured based on the cut -rent WC Valuation Table in effiect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured oll'thc executed contract exceed the actual construction value, credit will be applied to your pernut fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be one in compliance with all applicable laws regulating construction and zoning. Signature ot'Owner/Agent Date IL3nL Owner/Agent's Name 6)fmv Public - SOe of Florida Commission # FF 188441 My Corrun, Expires Jan 11, 2019 Owner/Agent is Personally Known to Me or Produced ID ID _fVa, i v 'rype of ,(15 L 5 n_ L Signature ofContractor /Agent Date is& na re ofN(aary-State offlorida Date Notary Public State of Flanda Jessica M Olson My Commission FF 201546 Expires 03123 9SiMContractor,ge t is Personally jKnown to Me or Produced ID __ Type of ID BELOWIS FOR OFFICE USE ONLY Permits Required: Building[g Electrica][M MechanicaIE] PlumbinglM GasE] Roof[:] Q Construction Type:_______q__ 5 Occupancy Use: .. Flood Zone: Q c> LG t-- Min. Occupancy Load: 5 # of Stories New Construction: Electric - # of Arcsps----(,-jD Plumbing - # of Fixtures I Fire Sprinkler Permit: Yes [] No [2" # of Heads rfa APPROVALS: ZONING, UTILITIES: ENGINEERING- FIRE- COMMENTS: r-, Fire Alarm Permit: Yes Li No WASTE WATER: BUILDING: Ok to demo existing wood frame detached garage and construct 24x 36 (864 square foot) new ls ock detached garage, Garage meets area and dimension regulations fcir the SR1,,A zoning district and rneets regulations for Accessory structures per Schedule F, Section 1,0 of the City of Sanford Land Dever pry ient Regulations, Revised: June 30, 2015 Perinit Application Mood Zone Determination Request Form Name: Jim Reynolds Firm: Contractor Address: 2349 Pennsylvania Ave City- Oviedo State: FL Zip (erode: 32765 Phone: 407-466-7172 Fax: Email: ilr sunset yahoo.com Property Address: 2400 S. Park Avenue Property Owner: Frank Deizingaro Parcel identification dumber: 36-19-30-541-0000-0170 Phone dumber: Email: The reason for the flood plain determination is: New structure [] Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 2" above BFE Post 2007 FIRM adoption = finished floor elevation 2" above BEE (Ordinance 30) Flood Zone: x Rase Flood Elevation; N/A Datum: N/A FIRM Panel umber: 120294 0070E Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the; 0 floodplain Elfloodway A portion of the parcel is in the: El floodplain floodway The parcel is not in the; floodplain Ofloodway The structure is in the: floodplain Ej floodway El The structure is not in the: EJ floodplain 0 floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-286 Reviewed by: Michael Cash, CFM Date: February 9, 2017 340 King Street Phone # Oviedo. FL,32765 407-446-7 l 7 CBC- 125 75 13 Web Site F"nank IMAngaro 400 S flark Ar e Swil'ord FI '1132771 Customer Mone 407-697-9807 Customer Emaij Crankilel/ingaro u,yahoo coo Scope or wort, Construct a, Nee 24' e ',16' Dclached Garage consistijq,,, or the 6611m%ing, Architectural and Permitting Denio emstim, mood firamed delached gara,E_!e. (hicluding Concrete slab) 24'x 30' Monolithic Foundabon with soil Ireatment 10' Block WaM \%ith 16'x Tgarage door opcning_ 30()8 entrx door opening and 3'x Yopening for future ac unit riot part o'Oiis scope of Nock Roof to twa straiglit gable 3.12 pitch trusses Frammg, including, seuing misses, deck rooC, garage door IsUcks, t.ntr\ door bucks and vabic end she°aathim reitchZI Numb ne.NN suppIN and drain Ibr washer and dryu anstaflin.o a poin( of use heating, syslem and as pump system Im Oic dram ) Eecfriccd - add as sub panct on exterior onstructurc to Supply as oudo Rm, as future compressor, four florescent fixturcs, oasher and dr er tartlets, entri coach hghl, IUlLirc dC Mlit owlet and Nwrl, bench outlets. l), r% axaH - a ,aragc ccifing, oul\ N%ith knock domi texture, Busitics Hotws,: Nlonda- FridaY NO) a m, - 4M p,m, Saturdays scheduled in advance, ffnecossary m Delached Giarage Rate 46S06 78 I tfzm st"In"(11fle i's asfidlowyl° 5 5 ' x6on acceptance as,specifieti, pet'job upwl complefioll Pagel Date Estimate IN l M 112016 I40d3 Total 4066, 79 All F' stimates are, %afid for thirtv (10) da\ s 140 K'ng Street Phone# Oviedo. FI, 32765 407-440-7 712 CBC- 12575 13 Web Site Nanic / Addrcss Ftank Dcl/ingaro 2400 S Jark Aw San Ford F1 3277 t I'lu,"tomel Phone V)7-097-9907 Customer F-11mil fraaaakdel/iaagaarort'I%ralac-Aa.com Scope ol'Work Garage Door -, standard 10' x 7' garauc dwr NN ith l 12 lip chain driven motor. F'ntry Door - 3,008 fibergdass dotm, \kbh standard polo handleset, E' xtte-ior finishes to be rn,asonry struck block Add I hudi Si(hm, d Wim, to bc added per City ol'Sanford Requhemenls RM' shingles - 3 0ear architectural shin,tics (ColorTBI)) Concrete flat %korlr - approach to new garage and patch if ZItrench needed t'orutibbes, Durnpster service - up to l'outpidis 11( miable toilet Aluminum fascia and soffits ( \Oke color ) Not Included per lhis scope: A( " unit Landscaping, Site prep ( Ladize oxisting, grade Sunc-, supphed is o%tncr Construction Paymcm Draw ScheduleTBI) at oxeconon of Business Hours: klonda\ - Friday 8M a,m - 400 1) m Saturda\s schedLded in ad% ance, ifnecessary F",stimate Date Estimate F'? I W 1/2016 146.'3 Project Doachod Garage Qtv Rate Unit Total I)renr scIn"Ah? js usjollows: 55?i on uccephuret', 35Q; uysjwctfietl, 1wi-fi,,b 10','I; 1poll complefioll Page 2 All Estimates are \ alid for thuh CIM) days 1".stimate Date EstimateH I 1/] 1/2016 146-1 140 Kim, Street Phone # Z" Oviedo. FL 32765 407-446- 7172 C'BC- 12575 13 Web Site, Bua caress Hours: 1VawsxhvA1,I, i,v as,/b/low,v: All Estirnaics are a alid Cor klondm - Fricim 8:00 a tm - 4 00 p,m, on accep/a/Ic"(1 thine , (30) daNs Sanirdax s scheduled in advance, i fnecessaiA35'a-i'; cap ,vpec fieti, peijob IOQ' i, 11pon completioll TH am dAd,.,. Ida ,. GRANT N&GYP SEMINOLE COUNTY 1ERK OF CIRCUIT COURT & COMPTROLLER BK 8852 Pq 1050 (Wqs) CLERK'S ", 2017010279NOTICEOFCOMMENCEMENTRECORDED"01/30/2017 11-19-95 AN State of Florida REPORDING FEES $10.00 County of Seming D RECORDED BY lidevore Permit......D.I. —, :;&4 Marcell Number: 5- kq-36- 5AA- oba) " oklo in Fee Simple Title Holder (if other than owner) Name: Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates Of Expiration Date of Notice of Commencement (The expiration date Is I year from date of recording unless a different date is specified) MLARNING _TOOWNER.- ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In it are to the best of my knowledge and belief. Flodda Statute 713,13(i)(g); 'The ovvner must sign the notice of commencement and no one else maybe permitted to sign in tes*—q". 4- State of County of The foregoing instrument was acknowledged before me this gVelay of by AL bp/7; A Who is personally known to me Name of pars -on making sioFem—ent OR who has produced identificationp—rtype of Identification produced: II BRITTANY A. MENZEL I Florida0NotaryPublic - State of Florida 18844 1Cornmlt;Slon # FF 188441 1 1 . 019MyComm, Expires Jan 11, 2019 f4ptafy,, gnature NP REQLIRED INSPECTION SEQUENCE Description Footer Setback Stemwall Foundation / • Board Survey Beam / Fill Down Cell Roof Firewall Screw Pattern 1 / Sheetrock ection Firewall Final Roof ulation Final al Utility Building Final Door Final Window Final Screen Room al Pool Screen Enclosure n e anu y esi ence uildiRg REVISED: June 2014 min I Max am min I Max Pre -Power Final SH':N3LE rOADING tt`t S u 3 i- t C L.`"mB ..,- a T1 Tom' Q '' A2GE 2' _ EEF''iG ` P G`-E EvFE H GH_ 2 a 2 2' i `' SRON a' Of E _GClFR ORC_ .,r c,T _O R,O.t_ 4 GA .:FR Ar` .,,`a ,cv 'J''a .G u$JES r -r-' Tv +'GP7t?;.; STR, LR_ PER R GTiO?.S :t! PUSS2' ENG,'NFERING, SPECIAL NSb PA'IONS OR MEcil,'MCAP T - AN' -Jr f PLJMBt AND THEIR CC%NEC ; ) r. -R' AS SPACE MUS SE JA..RAMN C 91 8`1UHRC:tiA..PPROVSCTRUSS _A"OtST iAR!cR TO , «SP CA.. O'v- T! ii5COVPANI i5 1 -PUSLMAM "IJRER WHOSE gESPCE, BtLTFES ARE EA v THOSE DE5CRIBED N A` G - AlC -f Dt v P SPO aJ WF rG f .^ `tfs 2' K a a.> Es or . « va ONS a Fu_ - I ,,.cS, Tv DRAWINGS,G..UNIE TS ar,N_ N5 2 AT0 RRAC v iP SSESMA' w FA UPE 81 T COWAN', ,. 2' P r N + 6 1 1, T O' 0VENT, CNAR SPptd i'r v* E rcJ5 CES 4 PPLATE VA' vt, A URER, OR -R-'SS RAW FAC7,RER, >ERSONS EP C-M I REGA xF REC G SRAC 3 :, SEEkP OS A WAS 5 E 1- REt '..^m 4: T5 N( a k, CR v AND I _ 2y ? PMAr 8PllacG ml CH MAY 9 REBURIED k pl-c Ca . ONS SE_ 'GULF O GOO PRk4' [C_ r SR CLING, riPNS4LnG, RcO1PA NONG IS 8R -NG Cf M_ A{, a <"_CONNEC7D 2 iSLS SHti__ R NS RL ECIN t STRA:x,` k!^, P-,;,!e S N MHERE Sr* A ,NG IS P .IRE `* TO R AhD / GR BOTTOM CHORDS,THEYSH @ 8R t E7 S S - IEG 2'- S! E G R L P SH 3 -AND'AD W17H R t CAP UPr NG E N, vAMA.r_ ..R 0 T v 2' f- - T S 1 ti G} v At 0 FT ,c r S E IN- SSAR' BE, EN R;Cr ON CA d 3SG=?, 2' a Fir SZIANS, Pra F S C ti N S -EELS E A.1 B k r CC xL C`,S. . EP."tiE IS L ",r I r SLI 9 S TOTAL RESPO S 0I l71. u1>10„ m A2GE _ S_S „ t . BE _ U EP Tl w . You -_ ROOF FLOOR JJ TRUSSES TRUSSES iI - ACCU-SPAN, TRUSS CO v 4 r 321-141C' 386 372-5098 f 352-55 43ui F, vim,-xxtt i f)%} i,.t.. 1 ,j.i`_>C.AT CUSTOMER ry, Q7 T _ r33 NAME L) L r _ E; t-, LCT _ t r----, V r- . Dl— SO DATE [SW", 8 ,z8 NuMSGR 15019--'DETACHED GARAGE -- 2400 PARK AVE. SA FORD, - AT) Value Set; 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSO Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MOM THIS Alm PREPARED FROM PUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 mph wind, 15,00 ft Dean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT It, EXP C, wind TO DL=4.2 psf, wind BC DL=5,O psf. GCpi(+/-)=0.18 Wind loads and reactions based on M FFRS with additional C&C member design, 1000 t 4- -4- E 24-0-0 Over 2 Support R=1063 U=300 W=3.5" =300 =3.5" RL=44/-44` Design rit- FBC2014Re /TPI-2O07(STD) PLT TYP, Wave FT/RT=O°%(O%)/10(0) 15 1.041,06 .2 {T 16 /-/5/-I-/R/- WMNI E W" MD FOLLT ALL. WMS ONTHISDMINGI CNbi2IiTAX( EUkR I51{ TNiS URAMING T{A ALi. CU#TRXCT[N45 IRCLUD ING THE 1lt5MUR5, pTLL 0 (( {* 20. it PSF 8-12 C S i b RZFPd Ck) fy DL 7.0 PSFrepyP o Fx" 'J P d y b ';rq BCik. U j* P iY a gpgwf( DL 10.0 PSF 11 L f_i I4..L3 L: F tV . ll 'v I ` y -_ '. .h rg 4 tic ,ffi i'i! e 6 [4) B C*FP Y G- - W sh A 3 a ii 5 C t` G fi i h i i e F b _ y tt h 4`+°##} a iurt 4rwa t { LL V PJF AN ITW COM4ANY it o in ...... cc sr c. ANS 11SRt 5, a xr irantis g g- ng , j pq n £ a. — ` .-* ... TOT. LD. 37.0PSF g 3 on this 6 Enp or o-varpia. Ikct ina thin tl imtl bcatms ac -atsao 3f f toy iitoar lute t slbility for the {an - 7Dfii,2 atu€ us. aY Chia 4raw3n8 fuf o ztt ea is ONA ijg q}+ DURFlit1.25 If -h gresPn^-s tbfi£Y ssY ttsc 6viitl rn9tl¢s#4 ten' i^at A#5 F/T$F 1 Sac.2 NSITi- TPI Ca SPACING 24,0s, Ec.. 01 / 23/2017 15019-/DETACHE€i GARAGE -- 2400 PARK AVE. SAIFORD, — - A2GE Value Set. 13B (Effective 6!1l2013) Top chard 2x4 SP #2.Dense Got chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALEC Bottom chord checked for 10,00 psf non -concurrent live load. Deflection meets Ll240 live and Ll180 total load. Creep increasefactorfordeadloadis1,50. Truss designed to support 8" maximum gable end overhang. s THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED Bldg, Located anywhere in roof, RISK CAT It, EYP C, grind TC DL=4.2 psf, wind BC DL=5,0 psf. GCpi(+!-)=0.16 Wind loads and reactions based on MWFRS with additional C&C member design. See D GS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements, 3-3 14 10-0-0 w®v— e-A't LH 1) == 4-0 4_ i- 12-0-0 i 12 0 0 I 24-0-0 Over Continuous Suppo tjR=81 PLF U=25 PLF '=24-0-0 RL=2!-2 PLF Note: All Plates Are 2M4 Except As Shown, • °. Design Crit; FBC2014Res/TPI-2007(STD) '# + PLT TYP, slave FT/RT=O%(O%)!10(0) 15 1.061.06 2 QT sITO A7T LL 20.0 PSFFt!&4ISfi i56i DRXi FHG t F_ Tf%ES 1#CL4Aa)G THE 13b5"tACk.HRS Rf { g} ry{* c BC 2 fu, 5 i f Y TF rvi WT A) Y Illy J DL 7 # .0 PSF 3 t DL 10.0 PSFky2 - t 7y{y{* H 9J 61 P # Y G * #% 9 k Zzj'LEf Ll NE I A F [Tp 6 9 n ccrnf a mancc w c of rur n. 4u 5 .l s n frwn 0"g ®bfd {`[' g L.. [L '}V} kpJ PSF 4 Y - - k RHS; lilt 5.. antl! 9 fi PPVn9 Y_ * 'I+r Mom! TOT. f i.D, J f V PSFofANiWCOMPIN4,n ,-.n x n3 cz J „ r*rasa wns O ( A i this tl rg 4a i# trrp { G asq -frtla Y f P 4 3 a } rtep j (i OUR. FAC, 1 , 25 J 1Gf # rcy E tX Y tAo 6eaign fiI E La a a y nG at xht tl { 4 axsy iron . y .- r•asa ns#bi 5ity f ha 8ss r'+4 0es Va at3P3 # Sac 2 '• 0A _ Atv,N, = r Gr W;C s . , . rE- m s PAC I NC 24.0" 7 01t2312017 SUPPORT REPORT JOB DESCRIPTION: 15019 WIND CODE: ASCE 7-10 WIND MPH: 140 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT, REACT, MAX WIND TRUSS DESC SPAN-ft SIZE -in, TYPE XLOC-Tt, YLOC-ft. MAX.4 MAX.-# IJPLFT.-# PROFILE Al 24,000 3.500 WALL 0.000 10,000 1063 -.300 Al 24.000 3.500 WALL 23.708 10MO 1063 -300 1 ----------------------------------------------------------- ----- - -------- ---------- -------------- A2GE 24.000 288M0 WALL 0,000 MOOD 1944 -600 r" El vo, V.-,an ,xpcs ,r, _ u W *- %, r t M r C 'It F lusv-,, K,kt P a $ . fie= x F ': C` oaf 5!a—S ? 'R, rs 4 a` xr m a a s r F v r" t ux p a C n ::.. c es ..<°` P.... ax y ` n 8 rxa- ar 1.4 So,: orne le Cr,.p <n us rMai ;t a, r: :<S ®rizac 45 S e'SS-kl.l --a Reaa:,f S zl r R7Jl v 5' r t$a,..i Load deP€PCtlal .".rf$e"*oly .S Lf24, v a v cam,,€*c v as p f t,,e rL' sL ,>, IT ctiPe° Q fa Eei f. zivc. Cam, b: L ie".# go1=dlI'fur'.. 0 i '$, i...._- r. a fa` 1d 1 u n Tyi" v sir V ma`sWAD AND ti3, DV Ai4 WIIS [IN IMPS wxvlwq# IWNISMM& ° AVM 7S A.a MIRACIMS IWI U* W. 541"€'S AllfR&. a i e y, e P 4s. ,s s f • SaA 411TExw « gzn rea r €at%. bkn Ar aP#orb of I 06, „ I,.. 13723 RiverpcK Cnvc ear re n .# sric ay for ktydo n &Ag D sa,i# ia_ e&1 pj tx{ #dam rn,idr p NA Su[ 204 5crabrs4rastrpr. 4Fr ri s4g or #'ram th}s sflea i Ser? ... 5 He ghts, MO E3a'r33 01,1231201i kraee s ee . ws ti a" o.c.. a,O—es ..:.: amot, c t*een ao-r.ts,. b QCIQ ..r£ st c€ v ,n .,:r.. OP WX rF web E ^L=5xT a X4 G X31 ref^ jT e'r t e+-e RL;acjnesca"Pe ;Vr pit t r DA _IC/CM/14 S'P 4C 1 NC- 2 „,, sizes. frar verttcct s*,uds. r,r ol, a ; heel p a t_s. er' Pl,a-es overk.P, use to that -,er' the ,_tai are;: of lrles o spn Tke eb, yr, 2X8 i r - y_ _o_t.ons or p :.t tspec,f ed o->" ,;re n5 r,eereaus> aes gr,. A _ n -T' r ,Por-r -"*,er,Let ,ti-; t A Pr- P per w149'. •r) Nells 4' c r'` ed do s rd Cs—o- ,49-"x3' Toena,ts 4" o,c, p -ems t, ,.. .. err ,;>J„ ,,.a k>cC_.n •:h<r•rs, s Je be .secs *,to the ,.p=prcpriateAlpine gable d.etaiifor ASCE z0 r e Ee D-cl l 3 Ais01 1 At ufl .,-I_:z, 1 0 0510.4, A1001t751014, Ai4 i535iOi4, 300 1f;4, s!M0 - v_4 41_ 515ENC.O..Ce4, A.215ENCSC1014, 414C',5ENC1010.4, A6015_11C1O!C]4, A_.G.., a :_....C?4, 4,3011.---NDe.» 4, 4200 54EM91014, A.403C_ t,....IOM4, A1EJ30Etr.1J10'4, 42Co.s END1Gi0.4, A2 C3,7r'Lui0101- 1 r1 15ENC'00e S, S14 1 > ICC z 1S0 cs ,.,eG15 5E.__ C, v. S2 E o, DIGC, scOS r€C €, c --100815 3 I.0'31111N I. ax /APNO40.. PIAL AND FC' _RW zy_L NETS vN THIS DPW' W ,., 1AN'nr FUR aSS' THIS DRAWING Tu A_L CONTRAETE:ERS MLUMNG IRE INSTALLERS. Y P B F.` 4 x G r S efG f t_ iP13 --C G t: G 4Ppt nGCn {pCP r + Jp T r, t4S.., . 3 aL rc1. sh G«, sA eead Pn th . A:..i. q P r PatJ U-Il the a out, , "nd—tes .—Pt— ©f Pres'ess'„vnni R *Jpt3€"f,' ii 1-.- en3 - Pv l, scWy ( SG i,. 4%}iZ{} f 2 { dr.cea;Q S.fte 200 o p AN fTP 3 Ag f ,aryiana le,sh... MO 5..C43 t .: `^ - KA « sec d—t, to n I-C xww ccsa. =zr„ E'ei>,2,—erert A fc.chment -etoil Rerfarcing tee: r 4ng Meater I To convert fr ; r ' L' to 'T' re.r,forCncg re,IBbers, ttriy ". t..r26se by tengtn Cbosed or ap Qriate F',{pine gab,e J.etcsi 3. Mori r € ownbie —forced gable verti,-al tP .s 14' fro; # o bD to,, chs,rcw. t ei-i`or ng ee,mber ^?p to rust .,^.'tc'r, s 2-e, I sp `C.n, arlGiCgroJeofthe ',' ire rfor it ng .`°,G'mber, T' ,g Mbr. S, ze Increase r4 .0 p, np cx5 ca f ASH 7 10 Wind Sp_.. o 12 rriph M2Gh -'60C He gnt ..., r . s, ?4Z?: Gent- `ode t cc,! = 24'o.c. SP ii3 Peinforcing Mer^Eaer Size = 2x4 mace ,rc.,ea..se . ro„ Arc-ve, = 30% - .30 1... wiz 2.4 _ grace Moy,ir^, n 'T' Re'n—f ,rced Gabe Vert, G. Length 3r I E] 11Ai Tut Iil, z' 7 i"}.J` DaA' AGr , ANY LET — IN 3 '.. P' ATu /01 /14 t -, O V23/2017 Product Approval pecificationForm Permit # Project Location Address ?A00 SANFORD As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuillddingq - The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcaiepr r nu eet rrer --- Product Florida - (Approval # Description (include de decimal) 0121 Auto --- ma - ti - cIOther 2. Windows Horizontal Slider Casement Double Hul Fixed 13 El 3 0 2017 June 2014JAN EM Category/ SubcaFeory Manufacturer Product Florida Approval Description tnldin decirrral F PanelI Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E. P.S Composite Panels Other s halt Shin les 1nderla menu oofin Fasteners Nonstructural Roofing Metalood shakes and hin ies Roof flies Roofing Insulation star roofin Built up roofing stem Modified itu en dingle PFy Roof ste s Roofillri slate Cernentsl Adhesives ! Coatin Liquid Applied oofin ste s Roof Tile adhesive Spray Applied Polyurethane oofing_ E. P.S. Roof Panels Roof Vents then Category / ubcateory Manufacturer Product Florida Approval escriD than include decimal Shutters5. Accordion Bahama Colonial call d rent Cher Sk t k li his Other 7. Structural t Wood Connectors / Anchors Truss Plates n inedred er aiir Coolers/Freezers Concrete Admixtures Precast Lintels t Insulation Forms Plastics Deck I Roof Wall Prefab Sheds Other 8. New Exterior EnveippejProducts Applicant's NameV,,v kls PleasePrint) L3 NOW%& W IL I I 1astpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 GLAZED FIBERGLASS DOORS SINGLES wl or w/d SIDELITES NON-IMPAcr I GENERAL NOTES I . This product has been evaluoted and is in compliance with the 5th Edition 2014) Florida Building Code (FBC) structural requirements excluding the 1-figh Velocity Hurricane Zone' (HVHZI , Product anchors; shall be as feted and spaced as shown on detah, Anchor ernbearnent to base material shall be beyond Aral dressing or stucois. When used in areas requking Ono trome debit protection, Wis product is req,•Aed to be protected with an irnpoct resident covering ftt complies Nlvith Sect on 1609,1.2 of the FBC, 4, For 2x stud frarring construction, anchoring of these units shall be the sarne am that shown for 2x buck masonry construction, 5, Site conditions that deviate from the details of this dravring require further engineeting analysis bya licensed engineer or registered architect. 37SMAX, 62Y MAX OVERALL RAME WIDT4 .......... F--- OVEPALL 37,rMAX, 3715'MAX, FRAME ANDTH RAME WIDTH RAW WVrH 0 0 0 0 0 3 Li Li I I 0 m MMEM 35.7SMAX, PANEL WIDTH r s>r:.. i a f CATCH STILE (CVC) CAP (PVC) INTERIOR IOR FOAM CORE a iJ E- ' a¢ 1.9 PCF MIN,) < ," HBERGLASSSKIN s " 0.075` BOTTOMRAIL-- COMP4 fi tMASM4110121 Fd.T.S. sr: SK oft Ur: LFS FL-1?347. A 23.W MAX, FRAME WIDTH 21.13 MAK D,LO, WIDTH SXI-1/2PPH SMS 0 C4 E 7 C 8 x 2-1/2PPH SMS TYP-) 1, 375' OOL LnE FRAME2A HP powopy1we IvOF,= fi 3, 25' Typ) ODL LfTE FRAME SXI- I/TPPH SMSGLASS BITE 3/T INTERIOR I IT OVERALLGLASS THK, 1/9' TEMEERED GLASS AIRSPACE I IT TRVMGLASS EXTERIOR ALUMNUM SPACER GLAZING COMPOUND mom 3, 26'( TYP.1 21'MAX D.L. O. WIDTH 23M MAX. FRAMEWIDTH RSL LITE FRAME 6 X 1-3/,f PPH SPAS -- NMRIOR HOT BUTYL SEALANT (ADCO) -- PaRIOR 6 X 1-31,C PPH SPAS 1 ,44' 9A& onFiEnAlum mom W GLASS BITE I Pr OVERAUGLASS THI(L 1 /8" TEMPERED GLASS AIR SPACE I /61VAPERED - CLASS w 0 IF am m oR 1 VERTICAL CROSS SECTION 21—X B 7s owr 5iswingsm 2X Buek Cons#nrct r; TE- 1. Sp<wcN for Hem 1 0 head & s: 6from eoch 10 t , 2 addffWo of T& from, end acrpcent todoor. xNt f` 4 t 11 i Y ! .' . 41 f ai SEE NOTE i L.L J _ R DVERTICMoln SECT#ON tnswin 2x D.VEIPMCAI CROSS SEC17ON EXTERM INTRIOR SEE NOTE 1 E 1; a> 7 e a e Z U IPZB 14 N.T& a M. BY: vgi4 ow yt LFS 3 rF-'VEIMCAL CRASS SEC i FL-17347A CYNK w 5 CsNK Of' CM a 1 140 i2 1 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION n m CWKC.IS' _ NOTE ii 1, SpackV for teem J: 6" %am each end tj and3 more / spaced dong SEE NOTE I " sidefte b t5 totd), R R 50 7 HORIZONTAL CROSS SECTION!ffi 2=ascl l_ Ciutswm 2x s R cue I CSIKm o J` EXTEWOR ( 4n, f t Z cz OJF INK ?"—.- *.:', 5 0 c 1 t \ a o DD C iaif•, 9 INTMOR 3 HORIZONTAL SS SECTION31R ' ownis' o c ziXCamon, N\;. NTEPJOR 0 0T s t J 91 $ HORIZONTAL CROSS SECTION C. j { S OVE 1 oJ d HORIZONTAL CROSS SE ON kto Js R u 0-1 a a ? a t #d.T S. iNTE R f { uff , BY. JK g p p SEENOTE 1 ;m ev: iFS HORIZt?NTAL CROSS SECTION " wJ b c Fa-137.1 Ix Ja R ; tc c 6 TYP-) m MASONRY (TYPI) 1 I MULLK)N 2'(TYP,) F-- 4(TYP-) Eno 1 WIN zg; MUVJON oz 1,3ITYP5 T ( Typ) Vi rM CL t 4( TYP.) z HEAD & JAMU ffypJ u 121 ME z 4 ME& JK C. BY" LFS FIL- 1734TI im 3' (TTITYPj - - 4° (tvP,j - 2X BUCK f2X BUCK° 1X BUCK tD IX BUCK JAMES HEAD JAMBS fTYP4 J X c f JAMES j CL 6 SILL .j w12X RENF, 0 4"flyPj jj tj j tj j 2X BUCK IX BUCK JAMBS TYP'll X 3 CK-TO-BACK J w12X REI F, TYSILL (TYP.) ffypf) p) 1XBUCK 2X BUCK 2X R F, LATCH AND DEADIOLT MAILS o li BUCK SEE HINGEE WAIL 7tG1X2X8K 2X NF. 7 E WAR T i v_ 11 a SEEHINGEtXBKrDEFAJL2 2XBUCK t` 2XRE F. i 4 t E MAIL 2 S 1 v i OOsts , t 0 g m6onol a a t SICIEUTE ADAPTERtm r CD o m 1 tIOLDw`IStDae __w_R .• __, .Sb" __.__,.y 3 x SIDEUTE ADAKRj CD r tsDll3 2,17 t n 3 IZ_ rt C) a.57 _ z BY, JK sy LFS fL-17347,1 GA. GAL% CY}'vifi FP(IA7.-101 ROLLER RR.ACX--: A'rrACHFD W (O 14', 1 SCREWS PER. BRAG:;}.',. 2' 10BA L RTEE LONG z.,'{ EM HURRICANE ROLLERS VC Rt AINTPS USED FOR NOk TI-tAFA.DED SHAFTSYNCAL 2a- 4C lIUN Il" TOGA. STRUT 4CHEDATF.ACH. LE LOCATION 14" X I' SCRV,VS SUST. ABLE ROLLER RATERS ( 2) ATTACHO) W 18) 5` A 3 4" BOLT k NUT PER ADEPT ri' PICALTOP FSY:L`kES t' TYPICAL 1 \_ ROLL GRIP PANEL LIFT FLANDLE y^.. 2. DOOR WIDTH DOOR INTERIOR ELEVATION S, 3' 20GASTRUT ATTACHED Wr { it 4 x t SL RRSAT -..w ,si ...ff EACHCENTERMCF1 i 4GA M€N CENTER HINGE ATTACHED W Ol, 1,4 SCR `S>S AT EACH CENIE.R ST'ME3 20MA, STRL`F ATTACHED y. SA' ( 2) 1;4'. 1` SCREWS Ai LACCtNTrA SnLE i' PiCALCEA't.,P E Lr sI 'i ; k. P,S. A COMMERCIAL 3 0GA. STRU ATTACEIED TOP FIXTURES W{ di!.4" i"SU'7{E ,A2 EACH END S'eILE= 09- ENDST5.FS DCA STRUT ATTACHED COMMERCIAL A4 14) L'4's 1" SCREWS AT-"" J/ SLIDE_ € OCK5 EACH END STILE PLACFM, R 4 LARGE ISSLE IMPACT A RESISTANT Y AMB SEAL. G: E;4D G WIDIN OPTIONAL IONALfj E JE3° M'a TF-_AC:4""f ',NTERNFEDD,11. p ROLLER ±; IUNGES l4GA„f '31 4GE14GA_IJ 2" BRACKET MOUNT TTO WOOD JAMB DETAIL WEA7HERTIG• HT JOINT WEAR SEAL 2) 14GA MIN END ff` OES A i ,ACHED'' eS) ; 4' x. l' SEE.EWS .EACH i - 2'72 BALLSTEEL LONG STEM x t HURRICAANEROLLERS 0, 114.) W RETAINERS LSFL FC=R NOtiTHREAD- 1) SHAFTS ELERD O1 N,, 3' ZO A STRUT AI ACHED EACH END STILE ItumEmoommum GAUGE ] NrFMOR ERIN 24 GAUGE EXTERIOR SKIN 12. WIM) U41 X :'Iir-X HEADSCREWS AT EACYt END STIll AND (2) Pr X I' fIEX HEAD SCREWS AT EACH CENTFR S ME O" 12CA,' MIN 'ITOPFLYT(T#.ES ATf`ACHED iW H Ab SCRE`R EACH 73 +° X vsi GA. STRL I AT SUITOR OF EVERY SELTK)N ATTACHE R W `Oi 1.4 C HER i AI) SC PW AF EA CH ENDAND (711/4 XI t3BX HEAD SCREWS ATEACT; CENTER 321E i d GA. 4flN) END HINGE ROLLER CARRIERS AT`LACHED W (5) € 4- z t' HEX HF-Al) SCREWSEACH POLYSTYRENE SNSULATIGH a',PTa' L }3OTT' M SEAi, xt A$". z:,WMU^A RETAINER DOLT OM BRACKET I I GA- t'v;Ih,) A7f'ACHED W18} 1 4' X i" HEX HF. AU SCREWS30-f- rOM RRACV,"T GA 4 K () ATTACHEDJUMP, k GXi' 3EX FC D SCREIVS 2' 10 HALL STEELLOAD S+ EM HURRICANE RfJt,LE, Ra cA;;•. bA RP 1INRS' USED OR AON .:siCEAD_ O SHAFTS TYPICAL BOTTOM BRACKET I } T,4X6 N, aP R R S P OR 5PF WOOL, LAME b' i A A CREW x s* LR7AMii Sk.4E'Y.E:' 11ki MEM OF ISM' WAS 1N SUESTAN?3AL CCINFORMANCE WIN X PROCCURE DE" ED IN ASV E330, 0886, E19% & F588, DASMA 1G8 115. THE PRESSURES SHOOON THE DRAWS WRE X1 HEATED USING AS ROa E AND NILaxsP€`tcE i-10 W11 THE FLING PAORAWETERa 5 FEET OF DO, VDUi IN H END IN =,.1R.Aui 3ZD , ROOF AT LESS IHM LP EQUAL TO 10 DEGREES SLOPEj. 2`40RALLSTEE U) NCST M iWIND & EE ( D Ej 53 I 229 1 218 i 2081 201 LRPLiA I POLLEES (LOAD 5 EIII —i arvwtinc LE`vcL. § t:. t,. u u N RLTA'tieRidcgDH;3RA G(EV HREAD sluts ; 4 A RgO NElfT i 3 15t 25' [ ?5' { 25 SECCTP ABA (SCE ; SEW) AAAX Sit r. 9"2 x 2455A PST 54. 5 PST 0. A TEST LEADS P 4R,EPSi [ „ a Awww wo R, g $. moa L ByX1AlE gf f 6 OM fi' W I SAX s3./ -5-------y I— U`W BL'LAMILK 14 X 14r '* CA, OR 31j 6' STEEL. S& S-PAPPI G S,'REWS BELOW) fTEKS) 3 CLP SiYi F k SAS€ A', LE +1lJlhT Srf u'ti BI ACDEL COVAnNUNUS AND TAPERED >}vtr'EE NICC. AAAILAHLE E2 GA.. SEER L ERAA{ffG 3'L"S,+SCPFWAL OWA..BI.F.LOAD a'FkO4', ENDS ROD € N G.C. 56, L"N. SCRIN`,`AL'CANA LF',0AN) € FIiC4 ENDS AND "_" -0 C REFER.. i NOTES' L. 2 AND 5 TRACK CONNECTION DIRECTLY TO STRUCTURE OPTIONS US' NOM k LAND I: C L: 4 TACK WELD FILL-1 ;V 3.I3 F X r5h # SP-ACING AS zmCc'2Aci hS 4s .7 Ij FEE, XT WELD 7 FASR A GLE.MG€?".CSERCAAt BR.ACKEE, CONTINUOUS AND TAPERE'3iANGLENIOUNTAVAILABLE STFEL FF4air".vG jGA OR ECi'SER 15`R, LDS N—ILLOWABL€LOAD-A" FROM ENDS AND CD 0C. WOOD JAMB" ATTACHMENT TO STRCTIJ E CPTO AE a x sR 1 aC A T ?t FawBzFfsrE ® u 5/16" X 3" 'LAG SEEM STAR-ING 6" FROM SNOT THEN. 18 0C. (11 1/2' EIRSEDUE T) ItXBVRT° _AiTR feT 2 Gvif P'"S stirs ^3r m HILT-1 KKK SOOT 318` X 4' STARMNG 5 FROM ENDS I THEN 24 O.C. (2 3/2SEMBEDMENT) i RLTESLEEVEANCHOR3/8' X 2-3/4" STARTING 6" FROM ENDS THEN 16" O.C. 1 1/4 EMBEDMENT) I f /RAM>c r REDHEAD TRU-0Qr_T; 3/8" X n" STAP`BNG 6" FROM ENDS THEN 24' CC 2 1 j-ElAMEDUENT) SIMPSON 1/4` X 3 TITEN SCRE`4'SSTARTING 8" FROM ENDS, USE PARS OF FASTENERS (3 APART) ' AT & D.C. (/2 EMBEDMENT) I HIL71 t4 X 2 /4 KWAK CON ttt SCREWS STARTING 6 FROM ENDS, USE PAIRS OF FASTENERS (3 APART) AT & 6.C. (1 1/4" EMBEDMENT) 7 X 6 Y.EiT.fDxA,L. t3ii8 kTTA N#AR`T TO *.ROi S O BCQCN f2_#O'.PS# ^R"`s tY IHLT) SLEEVE ANCHOR 318' X 2-3/4' STARTING 6" FROM ENDS I THEN 20' CLC. (I 1/4A EMBEDMENT) OR, USE FASTENERS FOR FOLLOW C-90 BOCK) : LAGS AND BOLTS ^ BE "OLf4TERS tdK TO PROVIDE' A FLUSH MOUNTING SURFACE. j PREPARATION OF WOOD AMSS BY OTHERSCONCRE I x - RE ., GE a sYP. b=N>N1 I STRUCTUREL, AME BLOCKI iYtt?, FSY Rfii22- D14I NN SMtONG-7 -',N0 WEDGE - ALL EXRANSION 1 ANCHOR It fEH710 WASHER s CX#8fo"',s f if # i 5 A EALBECEIATi yy - 3': MD EDCIE Diii ANC@LL P STYE coNTA-0US AN(LE MOUNT SNI WNMCK r, REVERSE AND TAPERA AkGLF MOUNT LABLEMl SI r€i?C'AF., UPisR...,. E'R5 CSSFXEkN'B!0NANCWJR ALLOWABLE LOAD-5' FROM ENDSAND, P510c, SRETER"IONG", TS .34AND5 NOTES A7HOR9' FJ BE EVENLY SPACED RET WEEN THE BENDER AND nook z FIRST BUT OM) ANCHOR S ARTS C AT NO NAJPvi i"rF,SAfikLFVPTHE MAXINIVI A ONtI NEEINSTANCE k SGHEST ANCHOR PATEi 1 fl Ti t.ART AS HIGH AS 7'HFDOAqi EN'DIG. iRIX ]XIDEDISTANCE OF REQUERCD a USE WASHERS PAOMDADB1INE A1104OR ER 5 SUP P'' R1N S-Rt LCTURAL ELEVETS $PALL HE DESIGNED NED BYA. REF.'S EA L GROPESSIONAL ENLATER FOR WIND LOA CA IN L IXT2b TC 3THIFR [ OA.SE fi HOE GAF AGE D&OF TRACK .5 G,M,VANUTDATLIE L C A L NECESSARY PRFCAet TION WHIN VrEkdJCC, CA_; em ZEDSITEL. A L L W'F11ASH0 ,.b I PPRFGFMED BY A CERTfff E: WELDER 0R-h' SPbC"E )UYR fRTLZ..D u.A'SI4 flSP .CiirR TO ITNI-Y C [ IN EI ull L t3£ WELD 3 R1.. LE. WELDS TO HAVE A STRAIGHT 69. CONVEY FACT SURFACE 4. TACK WELD TOE -'Of SINGLE AT SAME SPACILIG'T4a PREVENT RYZAT1010F TRACK MAGLE- TRACK CONNEC ) ICN TO WOOD JAMB OPTIONS FOR LAG SCREWS A BRACKET SPAC€4G SEE PAGE 3 FOR TRACK C G-URA7t6N DETMLBRACKET MOUNT GNCRINWpbk JAMB BRACKET t T W f WOOD CiAq SYP[3A SEE r' eI}Up IRT`ARE LYN PSI lmf , CONCRETE WALL MIN, SIMPSONS— IRONG-TIE3 MA LEP,-,T 5 FXPANSV)N 1-14"AfN DJBFD!rfENT NVC EDbE DISTANCE Gbh T[ NR 9L;4A DUVE"N AHf}t1N BRACKET, CYS CDN- li US AND TAPERED ANGLE MOLINT, AVAILABLE I PSIWORE F.. HE GR ATE? 6 L8S.EXPA. RON ANCHOR ALLUWAHLE LOAD, 6' FROM ENDS AND i6'Or.C.. REFER T`>NOT- US L2 1, 4AND 5 IAGA {RVN,) FlAG BRACKET A?TA(VeD T{3 SS'Tl) $'€A SLY,. K }.} z LAG BOOMAN T4 TRACK kt(<s f< 20%SA' TRACK 3lltL R09, TS ANDNUTS 3GA SPLICE NZACKET ATA_ 1FI) TO COLT AND TO —1RACK T+ (A) . ¢ 25 a. S:a' TRACK SPLICE SO=LT5AND n', A i llCAWAE n'CKE TCJ 3A:.15 A?.5 NR,AtA.Ers IXAGA,',12&—T CAN Ai 4-Cl;L': moo-a.ORTAPE mSr1YiRa9.twia ie.":ST .§'.'RdLASLE iFACX' ALLTFACL( A(ttTSA\UTA,Ck(--S OE hTi,—'E"TO T24CX+Ml IF R54TIS OR.(t) 3-XI D0111 m.\1T A':.„.2 -A< •i iz-1X€-S 9k T"3),CK C12", ARE MFIXAAS`IIACh:T:iS RACKKA! R.ATY.3PdFOR UP TO 24` TAIL DOORS MAX. WIDTH 9'G' DESIGNLOAt SLi 1 I T° i7 252.6 LBS/FT SEE NOTE 2 295.6LBSfFTaN Ara€+ Nn c t. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS '=RANSFERRED TO THE VERDCAL JAMBS. THE HORIZ `TAL M S HEADER RECEIVES NO PCRT4LiPi OFTH: E. tGAs iRAhSrERRE€7 Fi't: SH£ DOOR, 2, EAO', VERTICAL. ISS RECEIVES MA M OESA d '_GAGS OF: 252,6 L -295.6 Los/PT 1 DOOR AND HARDWARE 'VALL BE DESIGNED, MA:NUFAC-.UREAAND INSTALLED WTH STANDARDS AS SET PORTH BY DASMA. 4. DOUR SECTIONS SHALE. BE 24 GA. (021) MIN. EXTERIOR Sm ROLLED FORMED, W/ BAKED 4N POLYESTER FINMH 5, DOORS UP TO 24'0' HIGH HA'rE (2) Y 20GA STRUTS PER SECoN 6. SUPPORTING STRUCTURAL ELEMENTS SMALL BE DESIGNED BY A REGISTRED PR .. SSIONAL ENQNEER FOR. VAND LOADS NDICATED ON THIS DRAWING iN 'r0N TO 01HER LOADINGS, n5*° N4AG G1"S'Flia`"5L;3AE E)p{etiC,;dM,A, l'. DLO [M A'E t'C`CPR t>R (8.shfE ;T;L'1` PI1Li xiP 3$ i,±!" SIT 'GF.,15 S:EaB SlSEETNetttw 5f REt3-r R'4< AKRr 41:i1}'C 4sJ4`.§'F`v P'ERi JRF'YA.'=te 'C}3i;[.. si itvRAA ., LEE d I.A1.T.A % AL1,'ttiALA.ifX?Ys,.i0&iPAt£i I A3AX OC.( T p j i.2 1. R O'i'SRu JLS i 6 '6iK^ EXURi',bF.i DMT -NUM / / ,Mi[}` t Y.,",E... PnsM "T IMPACT FX' RRAI ERAM2 ;,A,izl PAC,liAEDBY S(jSLIK I:O? zC, :A!rLL i!,iPACT C`L4?.T.'re:sFASTE'.':TIi DL-2"A.T. OPTH NAL GLAZED AEc n014 W, I'r)+.0 PANEL INIP I CT l;'V,.T WS LI—I . t„ C`:lZE` SLCiltt,'+ iI=';,GNG 4.a?•kELIri,'nL'T W't%I[7l ii'S N.Y, S, SEC7iCTti :$-8 iAiPAC7 ;t';:*:'OT;iv ^vL'T.4iZ A TX TABLE 1 9 SE i5` 4 $.' - .Dff i 22 ' 3fi` 83' 68' r3` € $Z' 94' tom' i4S 9 J° 4 iCZ `_ E 12? G 15" G.Cf; ii ' 34° n§' 6S' 75' Bt 34' tOK` .td' S3ff i7 5sd' t96` i7" ?% ZFZ' 21C ids' r cr ss' f> rzx. • a>s' - 're" sr a° e° .,» s4.. ^° f fxa ss. z z` a ass• 2^e 2..a• z` ALL TRACK A7TACHMErRS +,.`- 2- At°.v'WF7 UDN. SYP OR Sri 140.2 OR SE r-R CWL1 7 I TABLE 2 Ceder Stile max P gn Loads isectionLouatiomAllowbd P '.dth € tft) (Measved fivn Posifie Negithe 1 Left Edge) (PSF) (PSF) 6 3T , .8 4' 389.7 93.3 66* 39' 77.7 90.9 i Of wdm Nx By 6' T ' 75°' .6 6' 10" 41" 73.9 86.5 7` Q 42` 72.1 84,4 9e 224 styet xi ,yz 7 2 43' 70.4 82.5 DEWN LOAD A 7 k' 68,8 Me 455.1 PSF t -54. 5 a I No, , i9 64673 7&8 35 77S 6,.1 ras- LOADSr10' 7644 75A +823 PSF ssa PSF 8' 01 486A 739 0608' 4° lr ,6 7,9 I Si 1FL .., I j 3 1, 6 81 52" .2 68, 2 18' 10" 53" 57.1 66,9 s 9' 4° e5c4' c5C6, 65.8 E n ac n.R3 9' G 55, 55.q1E 645 t ri5`kE3AASiC .. Florida Product Approval For use inside V o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida 122 b Consult the HardiePlank productinstallation instructions on the follow pages for all other installation requirements. For use outside of Fl o H rdiePl nk Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or µ2 5 '-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. F= 10 APPLIFPS TO YOUR LOCATION, VISIT WWW.HARDIEZONE. COM OR CALL, I-W36-942-7343 STORAGE & HANDLING: Store tint and keep dry and covered prior to irrstallaborl. installing siding wet or saturated may result in shrinkage at butt joints, Cary planks on edge. Protect edges and comers front breakage. JaMeS Hardie is not regvreiible tot damage caused by it praper storage and handling of the product GENERAL REOUIREMENTS: CUTTING INSTRUCTIONS OUTDOOM 1. Pcwtion cutling statist so that raind will beoidust aolayfran us(T and ctlrt,,is in working area 2. Wse one of Ire f0cmit NJ lie#ixk a. Basrt [ Siena, atxl scup ti-Sucar, oranual, electre (T pnerinelic) b Befter: I. Dig redxIrq ocular yaw equipped Mh a HaIdleBlado' saw blade anl I -EPA wcuum exiracUonc, GoodL Drisl toducing circular saw wM a HardidErlade saw blade lylly tale for hxv In nnodetate cuffirilti INDMRS 1. Cut orily using score arid snalf, or shears (teanual, electric or pneurnatic), 2. Position cutting station in woo -ventilated area NEVER Use a power saw indoors NMR use, a ciraAar ww Wade that klem rat ciry llue 1-kirdeMide saw blade Vadernark NFVER orymseep -- else wet suppression or HEPA)ioctrum ii n por, at itNote: Formaxiaurri pro olcftIiV Ire's prabLe dua Pajxtion), James i iatchere Lwi rTends alvoty, tsrb9T est" 4ewlcut" eHsho(t widen k'a'nueN609H-4)prmtdre rotas can be Laoi 41 (,anitulcoun vittl abm cAjtfing pqjdices to funkrear e dieA expostiftes Addtoo U ex ere inbarakonisavaila lae al cor" r to, help you ripternine theirk taxtropf trite ci Afirq r"etbocl for youll rtk) rare uilerre M& 1, ("coxm stillexUs about expixalf V, leMs or wu it) r*1 cmr)N with the aftew pracrrxc,,)ou should alimys oonsulta quarried industrial by 'e*t or cuitact Jrraes t 1,rdie for tin inloanalJor. Hardird"lank" lap sidirs) can be installed over braced reirrod or steel studs spaced a roaxinourn of 24" o.c. or directly to mimmum 7116" thick 0S6 sheathing. See general fastening requirements, Irregularities in framing and sheathing can rnirror through the finished application. Information on installing Jarnes Hardie products over learn can be located in JH Tech Bulletin 19 at pgo%, atdj ia lo,g nt , _kih Ilf - , L Awater -resistive, banter is required in accordance with local building code requiroents. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance, with local building code requirements. James Hardie will assume no responsibility for water infiltration, Janies Hardie does manufacture Hardielg/ rats" Weather Barrier, a neon woven rion-perforated housewrap', which courplies with building code requirements, When installing James Hardie products all clearance details in figs, 3-14 must be followed, Adjacent finished grade must slope aivay from the building in accoirdance witin local building codes - typically a minimum of 6" in the first 10'. Figure, 1 Double all st"910 Wall Do not use HardiePiank lap siding in fascia or trial applications, construction Conitructurn Do not install arnes I i-ardie products, such that theyribtV remain if i contact Wth standing waterwater-regisove till Tier let -III birtw4ig HardiePlink lap siding may be installed on flat vertical wall applications only, y plywood M 24" ox max, For larger projects, including commercial and multi -family projects, where the span of the will is significant in lormth, the designer ancVor architect should take into consideration the coefficient of thermal expansion and moisture movement at the product in their design. These values Gan be found in the Technical Bulletin "Expansion Characteristics of Jarnrys ltirme' Siding ferrxiuhts" at wosorJameiffardie. corn, DO NOT use stain, oil/alkyd base paint, or powder coating on Jairres Hardler', Products. i INSTALLATION: JOINTTREAT MENT One or more of the following irrint treatment options Figure 2 Nail line ift nap line ss no t are required by code (as referenced2009 IRC Stu prose it place A/ R703.32) fastener 71 between,,V4" 1 " trom top A. Joint Flashing (James Harde recornmemalent) B. Caulking* (Caulking is not recornmerxied psi raa't ir,tit friank) for ColorPlus for artsthotic reasons as the oric, (c plank Caulking and Color linlus will weather f la water- reo'stiv differently. For the same reason, e4sringhomierdoriotcaulknailheadsonColorPlus products.) HardiiiiaWK kaa d Ig C. Ji' jointer cover it r m stripinsdiO a 1 1/4" sitarArip to intAagplans4) ellswe a coclsNen! ptank angle nicclerate, contad at outt rinis I ", lixdve anfx0prate will bE4vvven pial*S, WW U Oil, Rk"n caAl", Note: Field paintingover caulkingmay produce a shoes clifference when cDrupared to ft, field painted PrimePlus, *fietertoCaulking section; inthese iw trictions, For additional irtformation on H ardiethirap' M, attrerbarrier. constitt James liar Me at1 866 Af-lardie or ovvw, her diewrap. con] lWk_Nii&_W6Il) EIRFEATHING SIUCA DUST i!rieHa"dqanain rerulieilliiikriosf ib rad onsidrAarfoJ4wlasCio ,soeocpatorepbinr, e cNpmeraurres Breathirt exrewiv) arnaints of rftpirabte s*ca dust can am cause adisaMnqanopteenfiallyfatalfungaspasaledailicass, oral his been inked with oftr dieams. Soule stWis suggest (2) use fiber ceavnl Mears for cuftig or, where notie"Asibie, use a Harcfiealdpr"'Srev bulde and dusk Rtuc4id dreuiar saw Mciched to a r IPA vacuwnf,3) irrarn othtrs in the imineKhate are a: (4) wFar a fyo(wre, -fitted, N10, 1H. approved dml rtask (x i&spirator (e.g. N-99) inximriiance willi apptkA)ki fewwnrnent ne3glatiars and manuftclurer irtstructicim to fortof livA fospirabie, s0k,.a exruwres. Minag dean -up, use FIEPA vactulsills a Von ckFwwp uIefti(As - mverdiv swwx p, For to oul I lwtgx insrtjctiolo dial Nlateqal Safety DO sieet available al (Y by (agiry 2st'l g 1 -800 IRARDE (1- 800, 942 7343), FALUBEE TO ADHERE TO OUR WARNINGS, MSE63, AND INUALLATION INSTRUCTIONS MAY LEAD TO SERMS PERSONAL INJURY ORDEATH. HS 11119 P1/4 6/13 MEARANGE AND FLASHING REOUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Vickout Flashing Slabs, Path, Steps to Siding Figure 8 Ground to Siding Figure 9 Figure 10 Figure 11 Gutter to Siding Sheltered Areas Mortar/Masonry Figure 13 Block Penetration Figure 14 Valley/Shingle Extension FASTENER REQUIRES ** Blind Nailing is the preferred rnethod of installation for Hard ie-Plankolap siding prcx!UM. Face nailing should only be used Mere required by code for high wind areas and must not be used in conjunction with Blind nw1ing (Please see JH Tech bulletin 17 fur exemptonMen doing a repair). Pin-backedcomers may be done for aestleirfic purposes Only. Pin -backs stwil be done vAth finish nails only, and are not a substitute for blind or face mulling. BLIND NAILING FACE NAILING Nails - Wood Framing Nails - Wood Framing Siding nail (0,09" shank x 0,221 " HD x 2" long) * 6d (0113" shank x 0,267" HD x 2" king) 11 ga. roofing nail (0.121 " shank x 0.371 " liD x 1.25" long) * Siding nail (0.09" shank x 0.221 " HD x 2" long) Screws - Steel Framing Screws - Steel Framing Ribbed Water -head or equivalent (No. 8 x 11/4' long x 0,375" Q Screws must I Ribbed Bugle -head or equivalent (No. 8 18 x 1-5/8" long x penetrate 3 threads into IM-1talfrarring, 0323" HD) 13(,Tvws must penetrate 3 threads into metal framing, Nails - Steel Framing Nails - Steel Framing ET & F Panellasto nails or eqUiValent (0.10" .bank x 0,313" HD x 1-112" long) ET & F pin or equivalent (0,10" shank x 0.25" HD x 1 -1 2" long Nails must penetrate minimurn 1/4" into metal framing, Nails must penetrate minimurn 1/4" into metal framing, OSB minimum 7/16" OSB minimum 7/16" 11 ga, roofing nail (0.121 " shank x 0.371 " HD x 1 .75" long) Siding nail (0.09" shank x 0,221 " HD x 1.1 /2" lonq)* Ribbed Wafer -head or equivalent (No, 8 x 15/8" long x 0.375" HD), 24- Figure 15 Figure 16 a I Laminate sheet to be removed immediately after installabon of each course for CDlorPlus4l products. When face nailing to OSB, planks must be no greater than 9 1/4" wide and fasteners roUSt be 12" ox. or less. Also see Gerem',ARasr(ninrl REK4UIfflrrrofls, art when considering aftemative fastening optims refer lo,iaruns itdrdie'sTedviical Bulletin USTB 17 - Fasteriing Tips for HardiePlank* tap Slding. HSIII19- P2.14 6113 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Etectro- galvanized or(, acceptable but uray exhibit premature cot rosion, James Hardie recornmends the use of quality, hot -dipped galvanized nails, Jarnes Hardie is riot responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing Jarnes Hardie" products ntai the ocean, large bodies of water, or in very hurnid cliarates. Manufacturers of AGO and CA preservative -treated vmod recommend spacer materials or other physical barriers is prevent direct contact of ACQ or CA preservative -treated wood and alutoinurn products. Fasteners used to attach HardieThrn Tabs to preservative -treated wood shall be of riot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC R3173 or 2009 113C 2304,9.5, Consort applicable Product evaluation or lisift for correct fasteners type and placement to achieve specified design Marl loads, NOTE: Published wind loads may not be appticable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation, Drive fasteners perpendicular to siding and training, Fastener heads should fit snug against siding (no air space), (fig, A Do not over -drive nail heads or drive nails at an angle, If nail is countersunk, fih nail hole and add a nail, (fig, 13) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, nanove and replace nail), NOTE: Whenever as structural member is present, Ha, rdiePlank should be, tastened with exten spacing to the structural triernber. 'rile tables allowing direct to OSB or plywood should only be, used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a prieurnatic tout. Pneurrmlic fastening is highlyrecommended, Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose', a setting that under drives the nail, (Chive under driven nails snug with a smooth tamed harnmer - Does not apply for installation to sto.1 frafning), countersunk, fill & add nail snug flush DO NOT DO NOT FigureA Figure 8 under drive naits staple PAINTING DO NOT use stain, oillalket base paint, or powder coating on James Hardie'" Products, James Hardie products nrust be painted within '180 days for primed piriduct and 90 days for unprimed. 100% smile topcoats are recommended, Do not paint when wet. For application rates refer to paint manufacturers specifications, Back rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie torich-up, kits are required to touch,up ColorPlus prodLiCtS. CAULKING For best results use an Elastornei ic—foint Sealant cornplong with XSTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant cornfoying with ASTM C834. Caulkinq/Sealant must be applied in accordance with the caulking/ sealant rnanufacturer's writteninstructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUSO TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting Jarnes fidrdiellp) Colorr`tus(D products, During installation use a wet soft cloth or soft brush to qefitlywipe off any residue or construction dust left on the product, then drive with a garden hose, Touch up nicks, scrapes and nail heads using the (30orPlus I Technology aluch -up applicator, Touch -up s! lould be used sparingly, If large areas require touch up, replace tire damage d area with new HardieP1ank',1 lap siding with ColorPlus'lechnology, laminate street Must Lie removed immediately after installation at each course. Terminate non -factory cut edges into trim whtae possible, and caulk, Color matched caulks are available front your ColorPlus-1, Product dealer. Treat all other non -factory Cut edges using the ColorPlus Technology edge coaters, available frorn your Co(orl)ius product deafer. Note: Jarries Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products, Problems with appearance or performance arising from use of third party tOLICh -tip paints or paints need as touch-up that are ftot,larnes Ifardie touch-up will not be covered order the James Hardie Colortgus Limited Finish Warranty. PAINTING JA IA Er` SIDING AND TRIM PRODUCTS WITH COLORPLUSIN TECHNOLOGY When repainting Colorr'lus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coatirip oil James Hardie`'° Products, Apply finish cost in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature DO N01 caulk sell heads when Using GotorPlus products, refer to the CotorPlus touch -UP section COVERAGE CHART/ESTIMATING Number of 12' planks, does riot Include waste COVERAGE AREA LESS OPENINGS K4RDIEPLANIC LAP SIDING WIDTH So 51,4 6114 7114 7 IQ 8 8 tf4 911'4 9112 12 1 sQ iot sq ft) (exposure) 4 5 6 61 14 6314 7 8 8114 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 13 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 86 75 75 56 7 175 140 117 112 104 100 88 88 66 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 2W 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 18 10 12 300 240 200 192 17€1 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 20 240 222 214 18 188 140 16 400 320 267 256 237 229 200 200 149 { 17 425 340 283 272 252 243 213 213 1; 18 450 360 300 288 267 27 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 32D 2W 286 20 250 186 i his coverage chart I,) meant as a guide. Actual triage is subject to variables such as building design, Jarries Hardie does not assourne respons bi?ity for over or under ordering of product, RECOGNICFtt . In acco rdarce W ICC-ES Evaluation Report ESR-2290, Hwdiamankiliflapsiding vecognized as a sultattle Owners tothat speaked in: the 2006,200942012liyernational Re idental Code for One - and Two -Family Dtretfings, arrd the 20€ , 2009, & 2012 Intenratkind Sand n Code- HardePlank too adwy is also re gnaed for appirmean rn ire fo ing: City of Los A geies ReseachRepofft, 24862, Sian of Florida haling Ft S9. Dade Cooly. Florida HeA W 02-0729 fat U.S. Dept cif HUD Matedais Release 1, 76k, Texas D"drnent of fnwraram Pmdud Evaluation EC•23, Qtyof New York MEA 223-93-M, and Calftlea DSA PA 019, These documents erould aW be axtsulted for additonat infornation conLvmiN the suitatmtily of tnfs pmdurt W speddeaRAcaror . 02013 Jarnes Hardie Building Products, All Note resa d Additional Installation Information, Tel, SM,areftPdenote hart rksorregisteredhax rksof Ames Have Ter indogy t imted. r,,q isa registered trademark Warranties, and Warnings are available at • ofAmes HardOTechnology Limiled www.jameshardie.com JamesHardPanelfast is a registeredtrademarkofET&P Fastonong Systems, Inc. H 1MOW4J4 6113 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Y51 Application No: Documented Construction Value: ebt- Historic District: Yes D No X" Residential D CommercialEl Type of Work: New AdditionX'Alteration 1-1 RepairEl DemoEl Change of UseEl MoveEl Description of or Plan Review Contact Person: Title: Phone: Fax: Email: Property or Information Name Phone: Street: Resident of property? City, State Zip: Architect/Engineer Information Name: Phone: Street: Fax City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM ENCEM ENT 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. Application is hereby made to obtain a permit to do the work and installations 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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. Acceptance of permit is verification that. I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of ()Tvt erFAgent [)are Signature of C mcto,IDattc Print Owner/Agent's Name Print Gontractor/A it's Name V A signature of Notary -State of Florida Date Sig LISA ANTONINI Notaty Public• State of Florida My Comm, Expires May 21, 2018 Commission # FF 125242 Owner/Agent is Personally Known to Me or Contractor gent is lersorm y ntown,to Me or JProducedID __ Type of 113 Produced ID "Z Type of ID BELOW IS FOR OFF ICEUSE ONLY Permits Required: Building El Electrical El Mechanical E] Plumbing[:] (rasE] Roof E] Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of BIdg: in, Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: YesE] No [:] APPROVALS: ZONING: ENGINEERING: COMMENTS: of Ileads Fire Alarm Permit: Yes E] No [] RM WASTE WATER: BtJlf,DING:,---- Revised June 30, 2015 permit Application f- VAYCAN LTD VINVL/PVC AND ALUMINUM SOFFIT - SOLID AND VENTED INSTALLATION ANCHORAGE DETAILS RENERAL NQ jNSTALLATION WTES., 1.. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF FLORIDA.. BUILDING CODE- BUILDING AND RESIDENTIAL VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZJ AT THE 1. ANCHORS SHALT. BE THE TIRE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE, DESIGN PRESSURES SHOWN ON THIS SHEET (SEE TABLE), THESE PRODUCTS N{ERE TESTED TO ASTIR E33C-02, STRUCTURAL TEST RESULTS BASED ON ASTM E33A-'EG WERE DIVIDED BY 1.5AS RECUPIED BY THE BUILDING CODE. 2. INSTALLATION ANCHORS SHALL BE AS SHOWN ON THE Lt4STALLATICN FAS`ENER SCHEDULE ON SHEET 3 AND IN INSTALALTION DETAILS ON SHEETS 11. 12,13 AND _ 2. DESIGN PRESSURE iDP) RATINGS SHOWN ON THIS SHEET ARE DOCUMENTED AT TWO RACE WIDTHS. 2.1. FOR EAVE WIDTHS THE SAME AS THE PANIMUM AND MAXIMUM RANGES SHOWN, THE DP FOR THAT SAVE WIDTH 3, WNPAUM EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEEX. AND SIDING), SHALL APPLY. EDGE DISTANCES SHALT. BE SUCH TO PREVENTIVE CRACKING OF SUBSTRATE MATER01. 2.2. FOR SAVE WIDTHS LESS THAN THE WNIMUM SHOWN, THE DP AT THE MINIMUM RAVE WIDTH SHALL APPLY. 21 FOR SAYE WIDTHS GREATER THAN THE PAINIMUM BUT LESS THAN THE MAXIMUM SHOWN. THE DP MAY BE 4, ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF CORROSION RESISTANT MATERIALS LINEARLY INTERPOLATED. COMPATIBLE WITH THE SUBSTRATE MATERIALS. 2A, EASE WIDTHS GREATER THAN THE MAXIMUM GAVE WIDTH SHOWN ARE NOT ALLOWED. 3, THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED FEUDS TRATION TESTING LABORATORY, INC. TESTING REPORT NO, 7367, DATED 6/1113 AND NO. 7329, DATED 5?21113 INCLUDING ASSOCIATED LABORATORY STAMPED DRANSNGS. 4. ADEQUACY OF THE EXISTING STRUCTURAL, CONCRETE, MASONRY AND WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND TRANSFERRING APFRLIED PRODUCT LOADS TO THAT STRUCTURE. AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT, OVERHANGS RECEIVING SOFFIT SHALL BE CHECKED FOR STRUCTURAL ADEQUACY. DDAM#AGE, CRACKS OR DEFECTS THAT MMAY PRECLUDE THE SOFFIT" FROM PERFORMING ITS INTENDED FUNCTIONS SHALL BE. ELIMINATED. 6. INSTALLATION OF SOFFIT AND ACCESSORIES SUCH AS CORNER POSTS. STARTER STRIPS. AND _mM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE NTH THE CURRENT EDITION OF THE FLORIDA, BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES AND THE MANUFACTURERS INSTRUCTIONS, 7, SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT B. SOFFIT SHALL BE LABELED IN ACCORDANCE WITH 5TH EDITION (2014) FSC, SECTION 1710.9.2, 9. SOFFIT NET FREE AREA IN ACCORDANCE `KITH STH EDITION {2014) FSC, SECTION 1710,9.1 ARE SHOWN IN THE APPROVED SOFFIT SCHEDULE ON SHEET 2, 10. MATERIALS: 10A, KAYCAN BUILDING PROOLIC TSVINYL SOFFIT IS MANUFACTURED FROM A FORMULATED PAC POWDER COMPOUND MEETING THE SPECIFICA'tiONS OF ASTIR D3679. 0.2. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT IS MANUFACTURER FROM. ALUMINUM ALLOY WITH ASTM E8 TESTED TENSILE. STRENGTH, OF 21 KSI AND YIELD STRENGTH OF 9,86 KSL 10.3. SEE SHEET 2 FOR SOFFIT SPECIFICATIONS. SHEET DESCRIPTION 1 GENERAL NOTES AND SPECIFICATIONS APPROVED VINYL AND ALUMINUM SOFFIT AND TRIM SCHEDULE 3 INSTALLATION FASTENER SCHEDULE AND SOFFIT PROFILES 4 TO 11 SOFFIT AND ACCESSORY PROFILES 12 SOFFIT INSTALLATION CROSS SECTION 13 WALL SIDE — STAPLE DETAIL 14 WALL SIDE — NAIL DETAIL 15 EAVEfFASCIA SIDE DETAIL VINYL (PVC) SOFFIT SERIES E"E DESIGN PRESSURE WIDTH (IN) PSF) 12" TRIPLE 4 SOLID SOFFIT 10 106,7f —33.312" TRIPLE 4 VENTED SOFFIT 12" TRIPLE 4 CENTER —VENT SOFFIT 12" TRIPLE 4 CE ER—O—VENT SOFFIT 24 93'3f-33.312" TRIPLE 4 FULL—O—VENT SOFFIT 10 1113f-46.710" DOUBLE 5 SOLID SOFFIT 10" DOUBLE 5 VENTED SOFFIT 24 106,7/-40 BEADED SOLID SOFFIT 10 TO 24 106,7f-408" BEADED VENTED SOFFIT ALUMINUM SOFFIT SERIES VE DESIGN PRESSURE WIDTH (IN) PSF) 12 93.3f-40 SP-600 16" SOLID SOFFIT SP-600 16" 'VENTED SOFFIT 24 80f —36.7 12 106.7f-46.7 12" 3 PANEL SOLID SOFFIT 12" 3 PANEL VENTED SOFFIT 24 93.3f-40 DESIGN PRESSURE RATINGS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON Vasd BASIC MIND SPEEDS. THUS PROJECT DESIGN PRESSURES AS DETEMINED FROM ASCE 7-10 BASED ON Vult BASIC WIND SPEEDS ARE PERMITTED TO BE MULTIPLIED BY 0,6 PER SECTION 1710.9.4 OF THE 5TH EDITION (2014) FBCfSECTION R301. 9 OF THE 5TH EDITION (2014) FRO FOR COMPARISON TO THE DESIGN PRESSURE RATINGS ABOVE. ii Mr.. t O aI11111TH ONMKaycanVinylSoffitandTrim IFVSAAF-0801UTriple4SolidSoffit (Vinyl) Triple12" 0. 12" Triple f • It:# IF Triple t Double 8" Beaded Solid Soffit (Vinyl) 8 Bea ded Vented Soffit (Vinyl) F-Channel/Trim (Vinyl) FasciaI Aluminum Soffitt TrimyyKaycan 1Free Area SP-60016" Solid Soffit (Aluminum) SP-60016" Vented Soffit (Aluminum) 12" 3 Panel Solid Soffit (Aluminum) 12" 3 Panel Vented Soffit (Aluminum) t 4" Fascia Trim (Aluminum) a Robvt d A-, P.E. Fb,d. P.E. No, 49712 M F-Channel (Trim) Substrate Fastener j Embedment s ax-Spa dng Min. 0.12" Dia. Nail with 3/8" Head Dia. 1-1/4!' 24" Wood Three (3) Min. 1" Leg Length x 1/4" Width 3/4" 24" Crown Sta les in aTri--,7ular Pattern Concrete orl''I'Lls, Min 0 097" Diameter Hardened T!",kniTor Stub 5/8" 24" Eave/Fascla Side Substrate soffit Fastener Embedment It Max. Spacing 3/8" Leg Length X 3/8" Width T50 Crown 3/8" Located In Each C, t;A; le Soffit Panel ValleyALLQY- Wood Fascia Cap Fastener Embedment Max. Spacln 5d 1-3/4" Long x 0.072" Dia, Trim Nail Stainlessi 1 1-3/4" 48" Steel 12" TRIPLE 4 SOLID Su"FFIT - VINYL I Z,L0 MM now In Eum 12" TRIPLE 4 CENTER -VENT SOFFIT - VINYL 4 DETAIL A 12" TRIPLE 4 VENTED SOFFIT - VINYL aF g's Z> 1111111MM DUAIL A 12" TRIPLE 4 ENTER - --VENT SOFFIT ii DETAIL A 12" TRIPLE 4 FULL ®VENT SOFFIT VI NYL VINYL IM N M 10 K f-4,75F425-7 D" DOUBLE 5 SOLID SOFFIT N in VINYL IM w 1Q ti .4 : , ` `. m "' .,dam 4,75 4,$5~ 10 DOUBLE 5 VENTED SOFFIT VI NYL RaWt J. Amwrc<sr,, P.E. Fl.,d. P.E. No. 43752 I FUJMHFAV BEADED SOLID SOFFIT - VINYL I DETAIL G 8" BEADED VENTED SOFFIT - VINYL I im E; 5j" SP-600 16" SOLID SOFFIT — ALUMINUM U U ID§[ DLoDD 16.6 5j" z SP —600 16" VENTED SOFFIT ALUMINUM 2,0 4 ' F c.i50 I z 2" 3 PANEL SOLID SOFFIT — ALUMINUMUM 000 000 000 000 000 000 000 000 00 0 000000000 00 0 00 0 00 0 0 0 0 0 0 0 0 0 0 olL-!-L El--0- 1- 111-0 o 0I L- 0- il- 1000 I u. 1 " 3 PANEL VENTED0350 SOFFIT ALUMINUMAY 119 ww*Tfl# * FASCIA -SIDE DETAIL 2X WOOD FRAMING WITH 7/16" MIN. PLYWOOD/OSB SHEATHING OR CONCRETE/MASONRY SUBSTRATE ROOF WALL INTEUACE DETAIL WOOD OR MASON RY,,'CONC RETE SUSBTRATE I o 0 III NEI 9 0. U, 14 49752 I F*• 0.0811 (VINYL) OR 0.125" (ALUMINUM) THERMAL EXPANSION GAP ON I I--- 3/8" BETWEEN STAPLES R-b- J. A_, RE PW,da PX, N, 49752 WALL SIDE ---STAPLE DETAIL WOOD SUSBTRATE MIN. 3/8' HEAD DIA. NAIL WITH 1-1 /4" EMBEDMENT 24" ON CENTER FOR WOOD SUBTRATE OR 0.08" (VINYL) OR 0.125" (ALUMINU THERMAL EXPANSION GAP I WALL SIDE - NAIL DETAIL WOOD OR MASONRY/CONCRETE SUSSTRATE 2X WOOD FRAMING WITH Tl OR CONCRETE/MASONRY SUBSTRATE I III lufflirdffAls vx*lff » «< G LENGTH X 3/8" WIDTH IOWN STAPLE LOCATED IN EACH z 2 U o 0:) ZRV Z:2 O!iw =15 T PANEL VALLEY z EAVE/FASCIA SIDE DETAIL__j WOOD OR MASONRY/CONCRETE SUSBTRATE mw I a. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPI.JCATION Application No: Docurnented Construction Value: Historic District: Ves El NoSJobAddresso ElParcel1W0-, .. ) tzesidential El connnercial Type of Work: Ne- w5a Addition El Alteration El Repair El DenroEl Change of UscEl Move El Description of Work: Plan Review Contact Person: Title:---- Phone:Email:------ Property Owner Information Pz- It0 ite: Street Resident of property? City, State zip: Contractor Information f Y- PhoNanic ne: Fax: Street: City, State Zip: State License No,: 4 ZI55 Arch itect/Engineer Information Nanic: Phone: Street: Fax: City, St, zip: E-mail: Bonding Contpany Morta, ag e Leteder: t, Address: Address: WARNING TO OWNER- YOUR FAILURE TO RECORDA'NOTICF OF CONIMENCEMENTINLAY RESULT IN YOUR PAYING 1AVICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NO"110E OF ('011NINIENCEMENT MUST RE RECORDED AND POSTED ON THE 108 SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN HNANICING, CONSULT VVITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO-LR NOTICE OF CONFkIFINCTMENT. Application is hereby made to obtain a pernrit to do the work and installations as indicated, I certify, that no work or installation has commenced prior to the issuance ot'a perrnit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction, I understand that a separate permit noust be secured for electrical Nvorlk, plumbing. signs, wells, pools, furnaces, boilers, treaters, tanks, and air conditioners, etc. FHC 1053 Shall be inscribed vvith the date ot'application and the code it) effect as of that date: 511 Edition (2014) Florida Building Code Rceiwd Juiio3O.2015 Pennit Application NOTICE: In addition to the requirements ofthis perinit, there may he additional restrictions applicable to this property that may be found in the public records ofthis county, and there may be additional permits required from other governmental entities such as Water management districts, state agencies, or federal agencies, Acceptance ot'permit isverification that I will notify the Owner of the fitoperty of tile i0quirements of Rodda Lien Law, FS 713. The city ofsaiii,(ti(I requires payownt of:a plan rcvieat fee at the nitre: tlfpernut submittal, k copy of the executed contract is required in order co Calculate a plan review charuL and ;gill Lie considefed the estirnated construction value (if the job at the tare tot submittal. The actual construction value will be figured based on the current IC Valuation Table in effect at che tirne the pernlit is issued, in accordance \\ fth local ordinmice, Should' calculatcd charges figured Gaff the executed contract exceed the actual mistruction value, credit wilt be applitA to your permit fees when the pertoa is issucd, OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all workvvill be done in cotripliance with all applicable laws regulating construction and zoning. viature of Owywr A vcnl Date S107 urc (A Contractor Agcllt Dm Prim OwierAeetrls Mme Signain' tot Notary -Stale 41,kmda Date Notary Pfdfiiic - Ste of Florida My Comm, Fives Jul 17, 2016 Commission # FF 14ZZ7A—. O\ ner Agent is personally Knmvn to Me of- Contractor/Agent is Produced IT) Typc of ID produced ITS BELOW IS FOR OFFICE USE ONLY Permits 11equired: BuildingE] ElectricalF] Mechanical E] Plumbing[] Gas E] Roof E] Constructiou'rype: Total SqFt of Bldg: Min. Occupancy Load: Nexv Construction: Electric - # of Amps,_____,_ Plumbing - # of Fixtures,___,__ Fire Sprinkler Permit: Yes 0 No El # off leads — Fire Alarm Permit: Yes D No El APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: BUILDING:— CONMMENTS ReN i,, A June 30, 2014i C tot is Application STEVE BARINES ROOFING. INC P.O. Box 749 Oak Hill, F1 32759 407-324-1419 CC039833 Proposed 'Ntlk, RVYN01,DS 1 /2' 0 17 S('011101- NMRK: Nd tLLANG Nt'INN',NS'I'Ilt;(.,'I'I(,)N 110OFM; MIN - IN Nk I I H A SYN 1'11L UIC' FLILA I NDERLAVNILN 1 INS LALLA 26ga GALN',kNIZED PAINTED EAVT DRIP CTI WFA I NNI E 1: 1) R 14 A \ D 2 5V R 3- '1 AB S1 I IN G L F S s 1 550J)() AACTAINTEED RKAND 30 YR AMAII'VECTRUAL SHINGLES 1, 1800AX) Splus Price of Permit X'< c 'propc)sc to furnish mateiialland labor-completc inuccordance xkith the atvovc spec ls'icatiov'', 1: imate i_,00d for 3Ucko, Afi material ik guaruateed to baa as specified and Ccimplrwd in it workmanlike WIMMICr WTDrding tos-tandard Practices, Any Mterntions or deviation fn-mi above,&,pev,', WRI Become txtra charge abave estimate, All agretments confingent upowl ScriUcs, accidents, or tic m)s heyond aster contral. xeceptance or P,oposit- ni,a aivw, plicvg, specs and condmons are %tivracwv, and are hcrbe acceprut You me nuTh"'n T,xi v1do line Nc (wk 1"' 'pc';&wd 41a\ ment c IN be macf ,a ,'m Lm"uilbo%%! Dulv i Kali , kcCepow", 'JC City of SanfordBouildinganditPrevention wallm Project Location Address-0-1 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit, We recommend that pnMmjt applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildii9anqq9D12E9 The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each produl 1111111momm Applicant's Name Please Print) Revision 0 Permit # Prqject Address: — Contact: Trades encompassed in revision: Building 0 Plumbing El Electrical El Mechanical 13 Life Safety El Waste Water w3m= El Planning APR 1 2017 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date kvt General description of revision: 4 t6 i4 twv ROUTING INFORMATION BM= I ECIVEIVEI MAR 2 8 17, ag,'4 S, q 1.01 Application No: Documented Construction Value: $ Job Address: Historic District: Yes [I No Parcel ID: 0 1-7 0 Residential 0 CommercialEl Type of Work- New Addition El Alteration El Repair El DemoEl Change of Useove 1:1 Description of Work: Plan Reviece Contact Pei -son: Title: Fax: Email: Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name C"', "10A Q_c Phone: Street: Fax: City, State Zip: State License No.: er"t-1 q61 Arch itect/E ngi neer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAV RESULT IN VOUR PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TFIE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING VOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations 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 standards of all 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30,2015 Permit Application 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. Acceptance of permit is verification that I will notify the owner ofthe property of the requirements of Florida Lien Law, FS 711 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation 'Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio and zoning. 3 - signatur e of 6,,ne,/Age'nt Date Sigpature of' ctor/Agent Date 2 Print Owner/Agent's Name Signature of Notary -State of lorida Date Owner/Agent is _ Personally Known to Me or Produced ID Type of ID Print. Contractor/Agent's Name V] J0*4NK JOHNSON my owmisSION # FF 9662B4 EXPIRES: Match 23,2020 Beaded Thru Notaq Pubfic Underwete's Contractor/Agetit is ... .... . .. Personally & pown M o Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building E] Electrical E] Mechanical Plumbing [] Gas[:] Roof`El Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: in. Occupancy Load: # of Stories: New Construction: Electric - # of AmpsPlumbing - # of Fixtures Fire Sprinkler Permit: YesE] NoE] # of Heads APPROVALS: ZONING: UTILITIES: L,' NGINEERING: COMMENTS: am Fire Alarm Permit: Yes WASTE WATER: Revised: June 30, 2015 Permit Applicatimi a Date: March 1, 2017 QUOTE # 030117 Click to select date] To Sunset Construction & Remodeling, Inc. 1420 Lake Charm Drive Oviedo, FL 32765 407-446-7172 Salesperson Job Payment Terms Due Date Chris Gray Delfingaro Garage Due on receipt Qty Description Unit Price Line Total Install plumbing utilities for washer in new garage Install dump pump to discharge wastewater into main home drains This is a quotation on the goods narned, subject to the conditions and ony odditional terrTis of the ogreernent. You rnoy wAnt tQ W, To accept this quotation, sign here and ieturn: Subtotal Sales Tax Total 1500D0 below: [Describe any conditions pertaining to these prices ies that will affect f1se clu )tation.j