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HomeMy WebLinkAbout2768 River Landing DrlTY OF ZANFORD E; �- Building-8r Fire Prevention Division _.__-- EIV1, IT APPLICATION FIRE DEPIkRTMENT Documented Construction Value: $ Job Address: D'�� lS� �� V e,( (i r-`V Historic District: Yes []No E Parcel ID: _ 1 30 _ G5 WM ) 4 m ResidentiaigCommerciall' Type of Work: NeIiQ -Additiono Alteration RepairO Demo C: uge of Use-0 move Description of Work: ./ " - i _2e Le Plan RevieContact Person: d�yM I6' mil A T tle: R eS I Phone: -q'1J 1340 Fax': 40A -q33 Email: *rd&Y� ho �yy,'/ Property Owner Information rr^ ii Name 0'v te l Phone: Street: a--� Loy Resident of property? City, state Tipp �j Contractor information Name ' 6&6ryors ; Phone: Street: C ( Fax: Name: Street: City, St3 Z,._ Bonding Company: Address: Architect/Engineer Information Phone: Pax.: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD.,k NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PIS `tT[Ne TO YO 1€t F"VA NIC TICE OF �. 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. 1 certify that no work or installation has CGii m ra£Cd prior to the issumcc of a permit and that all work -will be pirffrmcd to meet standards of all laws rcgul .ting construction � in this jurisdiction_ I understand that a separate permit must be secured for -electrical worts, plumbing, signs, wells, pools, 0 rnmqcts, NnRtrs, t! r , tnz4 :s3 and h� r 4q_ 3s, eta FBC 105.3 Shali be inscribed with the date of application and the code in effect as of that date: 611' Edition (281i7) Florida Building Code jtr}i.rri; 7r iRath-t,, 2019 Pt=_f-App. ,nn 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 regwrements of Florida Lien Law, FS 713. 'Is c. CitofS m'foryl rcaltliris, parr rr n#: of PL-M rX--vic ,.4 f_.'o ar tlst time. of.A tslT'-] call r,r`sF��is 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 inflorm ntion is accuratte and that all earls will 1- done in cormplianze with aft appli=bie laws ul co rn on and wnln , Signature of Owner/Agent Print Owner/Agent's Name Date Sirratcrre cif N� art: -State crf:ilti 1}ate Owner/Agent is Personally Known to Me or Produced ID Type of ID Sit-mrrat'Tm of No � } -St:r! e of florid a lute ANNETTE M BLAND 2 �„`%`:. Notary Pcblic - State of Florida Commissior � GG 1�0900 s,` = My Comm_ Expires Jan 16.2022 Contra or"�i�i'nt is °CEO ''W , ' y 50 n to Me or Produc ype of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas ❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Conrt ct=:on- Fl + E - -4 € f Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS ZONING: ENGINEERING: COMMENTS: UT[ JT-LES: FIRE: Flood Zone: # of Stories: P'luml : _ # of ft:res Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BU'II:DING: '51F S•2.3-1$ 7twi M: Emr._a1y 1, 2018 Pe�?xLit '1 r.a--twn SCPA Parcel View: 26-19-30-5SY-0000-1400 5/3/18, 11:18 AM Property Record Gard Parcel: 26-19-30-5SY-0000-1400 Property Address: 2768 RIVER LANDING DR SANFORD, FL 32771 Parcel Information Parcel Ouwmer(s) 26=19-30-5SY-0000-1400_�___.__________�___.____._.__..________._ HOUDLETTE, ROBERT R _ i PrcTtedu Add:,, 2768 RiVeR LAJt i XG OR ShtsFORD, EL 32771 Mailing 2768 RIVER LANDING DR SANFORD, FL 32771-9524 Subdivision Name RIVERVIEW TOWNHOMES PHASE II Tax District S1-SANFORD j 'DOR'Use Code Exemptions 0103-TOVVNHOME Legal Description LOT 140 RIVERVIEW TOWNHOMES PHASE II PB 75 PIGS 51. - 58 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County .General Fund Schools $145,392 $0 $145,392 $0 , $.145,392 $145,392 City San1a.d $1 .5 392 i $0 $145,3 2 Y _. SJWM(Saint Johns Water Management) County Bonds _ $145,392 $0 ! _--- $145_,3392 $0 $145,392 $145,392. Sales -r ���,_: Description _ Date t Bank �� Page �^ �^ Amount Qualified �V �acJ rrtP _ " rtA YM DEED 1311/2017 0,88801 0 $67020 .,a~2593 -077100537-_�--_�__---$120,000 - _— - WARRANTY DEED 12/1/2011 Yes Improved Find CgmMmmo Saws Land Method Frontage I Depth Units I Units Price I Land Value LOT 1 E $25,000.00 , $25,000 1 http: 1.1p arc eldetast.-grnaafl nrg:IParc e!Det2iMnfp nc nY'!PI D= 261:g0305SY0O00140-0 Page; 1 of 2 RECORD COPY Pe t # Project Location Add City of Sanford Building and Fire Prevention -2192 SANFORD fication Form As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product soppiier should you not knavrr the product approval number for any of the app'i b'e Fsted produce. Seavvaret t wr?douFss, ssqughts, and eater rdoors rmast bee tested irl accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildin-g.org. The fol4o ping information must he available on the Jobsite for inspections: 1, This entire product approval for, Z A copy of t3 nianufacturer's instatiation details .and re wre entss for each product. Category / Subcategory Manufacturer Product Description Florida Approval # (include decimal 1. Exterior Doors S VWn gin Sliding Roll Up Ci3 bi' 00" Automatic I q0 I LA Other 2_ gC indotus Single Hung Hilo: izot'!tal SL r Casement Double Hun Fixed Awning Pass Through PLANS EXAMINER LICENSE TO PROCEED WITF THE WORK AND NOT AS Projected .� , t AUTHORITY TO VIOLATE, UANCEL, —ASIDE-ANY-OF THE-PRGV164 CODES, NOR SHALL iSSUANC AL N$-OFTHE-T-EGHNIGAL — E OF A PERMIT PREVENT Mullions _ DATE Wind Breaker THE BUILDING OFFICIAL FROM THEREAFTER Dual Action CONSTRUCTION OR VIOLATIONS OF THIS CODE Other June 20 14 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal -3. Panel Walls Siding Soffis Sto efro its Curtain Walls Wall Louver Glass block .Membrane Greenhouse E.:P_S Carnpos+te Panels Other 4. Roofing Products Asphalt Shingles Underla :ments Rocs (ng Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les _ Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified 'Bitumen Singe Ply Roof S -te s Roofing slate Cements/ Adhesives / Coating Liquid Applied Roof Tile adhesive Spray Applied Polyurethane Roofing E.P_S_ Roof Panels Roof Vents Other crw 7Z t 4 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama --- Roll u -- — Equipment Other 6.:Sk ti hts Skylights Oar 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels l;ns.ulation Forms Plastics Deck / Roof. Wall Prefab Sheds Other 8. New Exterior Envelope Products. Applicant's Signature AppA=T-s Na. ro e (Please Print) Amsc. 2014 ovA � k!,� 6 . �6-er If �-- Florida Building Cods Online 518/18, 11:07 AM BCIS Home Log In t User Registration ; Hot Topics Submit Surcharge Stats & Facts 4 Publications FBC Staff 4 BCIS Site Map Links Search FI ritl� Product, Approval .USER: Public User r 4 Product Approval Menu > Product or Application Search > Application List > App> FL # FL15279-115 Application Type Revision Code Version 2017 Application Status Approved Archived Product Manufacturer Addrss,'P;:on^/Ema it Authorized Signature Technical Representative Ad'd ress/Phone/Email Address/Phone/Email Category Subcategory C om. pliance Method Certification Agency Validated By Reeferenired Sk. 3rd and Year (ref Staad-, rd) c;_i'i;r-1-7Ilre of--ro,tyjc-t `b3rida+ S Certified By r�a,,,p,y 3.1,l2�;4F17 Clopay Building Products Company 8585 Duke Blvd. Mason, 04 45040 (513) 770-6062 Scott Hamilton shamilton@clopay.com Exterior Doors Sectional Exterior Door Assemblies Intertek Testing Services NA, Inc. Gary Pfuehler �' Validation Checklist - Hardcopy Received ANSI/DASMA 108 ANSI/DASMA 115 ASTM E1886 ASTM E1996 ASTM E330 Year 2005 2005 2002 2002 2002 Florida Licensed Professional Engineer or Architect FL15279 REq iVlv_20170809 - FBC - DASMA 108 eauivpdf FL15279_R_5 Eguiv 20170809 - FBC - DASMA 115 eaulvg_df ftftPS.,/N iMY .f _ rL f_u_it r f r, nrol dr r ap `--�` 2r. r<<_lec�Ew . at u J r i,71�1?E1 h,t.SEZ. T.4 €arti_v✓ _I_t_,k tl C?`)� u2i _'- t_A �r c r1 Page 1 of 7 Florida Building Code Online 5/8118, 11:07 AM Product Approval Method Date Submitted Date Validated Date Pending JJFBC Approval Date d'.ppiv ed Summary of Products Go to Page j Method 1 Option A 08/10/2017 11/29/2017 12/05/2017 FL # I Model, Number or Name I Description 15279.1 001 W3-09 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG; 64G, SDP3E, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF 0t -. TI e O.YTZO L rl zing a :a ,b refu th s p-oduct meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.2 002 %13-09 DSIE-1A471: GD1SP, GRIST GDILP, GG 1I_P, AR,:t SP AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outsideHVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF o-he ', The OPTIONAL g la7irng awe *,able. fa-, p-.-hurt meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). =9.3 003 U13-09 DSIU-1A171: 913% 9131, 9133, HDP13, HvrF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant N/A Design Pressure. +20 PSF/-20 PSF Clheq-; Tice CrIPTIONAL gloz -ig ova nttt8 u; this pmduict meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne 0 ® Page l/80 0 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODEOP. W3 C_re,3,e: D€­_r Certification Agency Certificate FL15279 R5C CAC Letter with oroof of contract and Droof of inspection.pdf FL15279 R5C CAC W3Li in _Intertek.pdf Quality Assurance Contract Expiration Date. 05/21/20286 Instaliation Instructions FL15279 R5 II 101655-Revl2.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independena Third Party: Gallery/Artistry/Eupressi:ons: 1-3/8" Double -slain Insu'tated EPS (exterior skein 27 g.,., rr .. _ i teri^r stdn 27 ga. rnda.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FL15279 R5 CCAC Letter with Droof of contract and proof of ins ecD tion.gLf FL15279 R5 CCAC W3 Listina_Intertek.Ddf Quality Assurance Contract Expiration Date CrS/21/2028 Installation Instructions FL15279 R5 II_103952-RevOl.12df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double do L-isPU(exterior skin 27 ga m .n..,; i�n`terior skin 2f ga. lain.) Single -Car (up td 9"'0" wide) WiNDC:ODE@ W3 Garage Door Certification Agency Certificate FL15279 9_5_CCAC Letter with proof of contract and Droof of ins eco tion.pdf FL15279_R5 CCAC W3Li ti _Intertek.pdf Quarity. Assvri ce Contract Exp€rf t c>n Date O5/21/2023 Installation Instructions FL15279 R5 11_104175-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports https_//www_flo.ridab,uilding.orglp.rlpr_app_dt,i.aspx?param=,LvG.EVXQwtDgv3yVVKJ.ZlQPAbbA5BZkt9lvxlwrUzbhrVb.Py2N%2fxxjpA%3d%3d Page 2 of 7 Florida Building Code Online ,debris regions (ref 1609.1.4 FBC). I Created by Independent Third Party: 5/8/18, 11:07 AM 15279.4 004 W3-16 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62GJ, 62LG, VG, SDP38, SFL38, S!ZP38, 134, 135, 116, 6130, 6131, 6133 1-378" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin{ 29 ga. rnin.) Double -Car (9" 2" to 16 0" wine) WINDCODE® W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5C_QAC_Letter with proof of contract and proof of inspection.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A FL15279 RR�_-_CAC W3 Li in _Intertek.odf Design Pressuere: +20 PSF/-21 PSF Quality Assurance Contract Expiraft'o:t Date Other. The OPTI:O:NAI_ glazing ava!lable for this product 0.5/2.1/2028 '.n Eeets the Wind I«J 1-c-Quirernents of the built ..t cc.:J.e but In ae'gaticm! Ins ri- 4rs; DOES NOT meet the impact resistant requirement for FL15279 R5 II-101820-Revl3.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party:--'_- _ 15.279.5 005 W3-16 DSIE-1A471: GD1SP, GaIlery/Artistry/Expressions: 1-3/8" •Double -ski Insulated C,R_tSk; CDlLf , GRILP, l ISf; LPS (exter:{ar sk.Ln 27 ga.- run-; Lateraor sl in 27 ga- n:i:;-�.) AR1LP, Eb1SR EDILP, 4132, 2132, Double -Car (9'2" up to 16`0' wide) WINDCODE0 W3 Garage 6132, SFC38, MFC38 Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F 1527 _R5_C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of inspection.pdf Impact Resistant: N/A FL15279 R5_C CAC W3 Listina_Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date f ?er: The OPTIONAL glazing a-maiiat e for flits ! re'diuct 0 ,/21(2028 meets the wind load requirements of ante building codebut Ii?uiaifaltior, Instructions DOES NOT meet the impact resistant requirement for F 279_R5II_104028-Rev0l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.6 0K06y W3-1gg6 DSyI.U-1A1L7{1: 95130, D)ouble-y-skin InsulatedyPUR (extenor skyin 27 ga.. min.; interior ri 3.{, 93 2, H;Orp1 3, f tU, J.iJ �h,{ � 2J �Y3'. m �.) �-'r tur ' - (✓�/_� t J 5 r V;;,1- HDPL13, 7130, 7131, 7133, 8130, WINDCODE@ W3 Garage Door 8131, 8133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15 7 _R5 C CAC Letter with proof of contract and proof of inspection.pdf AppTowed for use outside HVHZ,- Yes Impact Resistant: N;'A Design Pressure: +20 PSF/-21 PSF FL15279 R55 Q_CAC Wyk i ing_Intertek.pdf Quality Assurance Contract Expiration Date W: The OPTIONAL glazing a%raMaNe for this pre -`just 0f5,121/Z02i:. meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R5 II 104168-Rev0l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Pasty: 152793 007 W3-16 PAN-2F153: 73, 1:500, Steel Pan (min. 25 ga.) Double -Car (9`2" to 16 0 vvi e) 75, 190, B4A, 94, 42, 48, 55, 423, 48B, 555, 411ST, 6RST, 4RSF, 6RSF WIANDCOD'E& W3 G�aatage Duos Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLl 27 _R5_C_CAC Letter with proof of contract and Approved for use outside HVHZ: Yes of inspection.pdf Impact Resistant: N/A FL15279 R5C_CAC_WW3 i in _Intertek.pdf Design Pressure +20 PSF/-21 PSF Quality Assurance Contract Expira-tion Date Other: The OPTIOXAL glazing available for this product 05/21/2028 meets the v ...d love. r=.-,=_.rer .- --,of the l<t ld", ebut Inst>t__I` _n Ins-tru^t- az . DOES NOT meet the impact resistant requirement for FL1527 _R5_II_101308-Revl2.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: https://wvrw..floi-irJabuile-iny-oigip!lpr_app_cti-aspx?parar!)=wGEVXnwtDgv3yVVKJZlQRAbbA5BZk191vxlwrUzbhrVbPy2N%2fxxjpA%3cr'c3d Page 3 of 7 Florida Building Code Online 5/8/18, 11:07 AM 15279.8 008 W4-09 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 66, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Cth r: The OPTIONAL glazing available for this product meets the wind. load requirements of I the building cc ;e but DOES NOT meet the impact resistant requirement for nn-� va-rndbarri debniF. regg on&. Tltie prodjci WZi-taut glaz FldJ DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.9 009 W4-09 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SF AR2LP, ED2SP, ED2LF 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The standard glazing available for this product meets the wind toad requirements of the building code but DOES NOT meet the impart. resistant requirement for windborne 15279.10 010 W4-09 DSIU-1F171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, BLfa Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT me -et. tl-e impact resista-t requirement for windborne debris regions. The product witirout glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.11 IOil W4-09 DSIUO-1K479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other. The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for /'�� Wiry tluome. (2�*L"-ms req-ormr The pro.d�ict'lR: i _i-cmd C';1:.a�zni- i_.1y*-S comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE& W4 Garage Dow Certification Agency Certificate FL15279 R5 C CAC Letter with oroof of contract and proof gfinal2ection.12d F 1L 5279_R5 CC'AC_W4 Listin _Intertek.pdf Quality Assurance Contract Expiration Date 05/2.1/2028 InStc'ilo'tionInstructions FL15279 R5 II 101652-B-Revll.odf 1lef z4 By Irittrl k T€sling Serv'wEs W.,. Ira - Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 2" Double -.skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single - Car (up to 9'0" wide) WINDCODE& W4 Garage Door Certification Agency Certificate FL15279_R5CCAC Letter with proof of contract and oroof of ins eco tion.pd FL15279 R5_CCAC W4 Listin _Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Irt-p*e-I' :.ion Irrstru'ti ons FL15279 R5 II 103969-B-Rev02.pddf VeTified 13y_ InVfrte'r_ Senores NA, Inc - Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WI:NDCODE® W4 Garage Door Certification Agency Certificate FL15279 R5 CCAC Letter with oroof of contract and proof of insoection.odf FL15279 R5C_CAC WW_Li i _Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL1527 _R5_II 104183-RevOl.pdf Verfiled By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. muri.) with Overlay Single -Car (ap to 9'0` wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R5CCAC Letter with proof of contract and proof of insaection.odf FL15279 R5 CCAC W4 Li ing_Intertek.pdf Quality Assurance Contract Expiration Date 05/21/202$ Installation Instructions FL15279 R5 LI_104456-Rev0l.odf 1�r«e* Ely: Inter. Testing-cervt+jE-_ IAA, Irti_.. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-21`151: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 175, 190, 84A, 94, 76, 42, 48, 55, 1 WINDCODKO W4 Garage Door Page 4 of 7 Florida Building Code Online 5/8/18, 11:07 AM 42B, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF, 2RST, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV Limits of Use .tip- raV d f0 E,-- ja- JP.-e�Z_ fQo Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requiremer1 for windbor ne debris regions. 15279.13 013 W4-09 PAN-21`441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4L1V, SS4, SL4, AR4S, A R4L, J34L, JL'T'r, AR43 k, AIiALC Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT rneet the i : t resistaRll reeuh u.unt Fur w debris regions. 15279.14 014 W4-09 SPO-21F449: Grand Harbor, Stone Manor Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for E indborne debrfl; re -guns. Th?e product w *h. ut g..iz.i.rg DOES comply with the impact resistant requirement fur windborne debris regions (ref 1609.1.4 FBC). 1.5279.15 015 W4-16 DSIE-11`171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, G2D3 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure.- +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the is epact resin _t,t r u reme-nt fvr vri:*dtrorne debris regions. Certification Agency Certificate. FL15279 R5-CCAC_Letter with proof of contract and proof of inspection.pdf F 1L 5279_R5 C CAC W4 Listin _Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLl 27 _R5 II 300159-B-Rev16.pddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: ♦`w uatsvo Repos is Created by Independent Third Party: Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279_115 CCAC Letter with proof of contract and proof of inspection.iZ FL15279_R5_Q_QA_Q_ Vy4Li in _Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL1527 _M_31 103486-B-Rev08.uddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 24 ga.) with, Overlay Single -Car (tip to 9'0"wide) WINDCODE® W4 Garage Door cc-' U Za_ ar, A-gg- rci cos t'i-i ma-1 e FL15279 R5 C CAC Letter with proof of contract and proof of insoection.pdf FL1527 _R5 CCAC W4 Listin _Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2.028 Installation Instructions FL15279 R5 II 103549-Rev06.[df Verified B j ;. Intertet_ Tes my Sar vices PIA, 7r.,c.. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2` to 16'0` wide) WINDCODE©- W4 Garage Door Certification Agency Certificate FL15279 R5CQL(:_Letter with proof of contract and proof of inspection.odf FL15279 R5 CCAC W4 Li in _Intertek.pdf Quality Assurance Cointratt Expiration Date 05/2.1./2028 Installation Instructions FL15279 R5II 101481-B-Rev13.psif Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.16 016 W4-16 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS c.F l� ..err„_3F�_C�= ,25�-: Edict+.'. - 'vEV}.(t_.: Dcr%,3y�f'1"Kj7_('t,RAL,_,65E7�.4:g�il Y_: ire... �i:l�cV _>�}�2i_ 2I7: .r�.*.3_,.. I 'Pa :ya 5 of Florida Building Code Online 5/8/18, 11:07 AM GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Ap proved. for use Iun F11H Z.. fµ Approved for use outside #fV Z- Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT .meet the impact resistant requirement for windborne debris regions. 15279.17 017 W4-16 DSIEO-1F479: Coachman/Settlers/Affinity Limits of Use Approved for use in HKH& No Approved for =e o id_ HVH-: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply vith the impact resistantregtiremcntfar windborne debris region-, (ref 1609..1.4 FBC).. 15279.18 018 W4-16 DSIU-1F171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits of Use Approved for toss in FfE HZ: No F`-. pr avv�_ f".--' L:.---- uut s.=F.4e t.'`.v.-`-:7. Yes - Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions.. The product without glazing DOES comply with the impact resistant requirement for windborne debris regionr_, (ref 1609.1.4 FBC).. 15279.19 019 W4-16 DSIUO-IK479: Canyon Ridge/Brookstone Um.-ts of Use Approved for use in iiVHZ: No tkPprmFed, €u- use cutside c `i-`Ia- Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for wi;_idbor ne debris regions. The product without glazing DOES comply with the it -rip -act resistant requirement for windborne- debris regions (ref 1609.1.4 FBC). 15279.20 020 W4-16 PAN-21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 411ST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double - Car (9'2" up to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R5 C_CAC.Letter with proof of contract and umf of inspection.pdf FL15279 R5 C_CAC_W4Li in _Intertek.1df Quality Assurance Contract Expiration Date 05/21/2028 Installation. Instructions FL15279 R5 jj_104029-B-Rev03.p_df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party - Eva r-ZeP='r Created by Independent Third Party: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R5 C_CAC _Letter with Droof of contract and rc oof of inspection.odf FL15279_g5 C_CAC W4 Li in _Intertek,pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279_115 11_ 103046-Rev07. Wf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Crea'edb', Ira <<=dY Third Party,, Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 g5C_CAC Letter with proof of contract and proof of insRect[2pdf FL15279 R5 C CAC W4 Lis Lng_Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 104169-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Eva''tfatlan Re-post Created by Independent Third Party: Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Ce tificatio n Agency Certificate FL15279 �5_C_CACL Letter with proof of contract and proof of inspection.pdf FL15279 R5 C_CAC W4Lis in _Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 g511_104457-RevO2.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Crealt by Independent Titirt; Pa_,Jy.,. Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W4 Garage Door �; i �v J y - ° e 6 cf 7 a - er _U _e 3Tr.=wuifn�?dil3�7�1tJ1__I7FL�4L_.__5_& _ ?riJ__..s.Ve. 2i _�._._,_n,_a31 Rc Florida Building Code Online 5/8/18, 11:07 AM Limits of Use Approved for use in HVHZ: No Approved for use onside HVHZ: Yes Impact Resistant- No Design Pressure. +24 PS:F/-2_4.5 ASF oth_~-= 71::e s� :dam! c _aziflg aviv-1abyle for Unis p c`d ct rneets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page Certification Agency Certificate FL152 _R5_C_CL4C_Letter with proof of contract and proof of inspection.pdf F 1L 5279_R5_C_CAC W4 L' in _Intertek.gdf Qua€ity Assurante Contract Expiration !sate 05/21112028 Installation Instructions FL15279 R5_II_101711-B-Rev15.Dd Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 0 0 Page l/ 8 0 0 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone; 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released inresponse to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for o€fidal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine it you are a licensee. under Chapter 455, ES., please dick here . Credit We SCCtiCim\ 1:TltICS' httPs_1iu1�Tv_.r3fn a riaai3Y± ._a-'J2{!ri_�r�_i"sl.aS�Y? �'i,a vl=tr Ixt sy2L3ay33jy'i(_fZIf3`�HSi .�a$Z.:€w3 iu» U?_z ti v Fy2n tf Ste; r� � Pagge 7 of 7 FXIOR HEIGHT - MODEL 4F IS GALLEitY' GROS I GRSSV M"ME ARSS ARSSV - - r ARTISTRX' I .r.eo IDEAL .,� r EARS I EDWV I - OPTIONAL M,.M'IN^x MAY BE STANDARD OR NmOZM�}F 11) NIVWEOLATE SIZE PER SECRON,--. IMPACT pE`:ISTMT GLAZING. SEE SECTION ATTAOID Tf/ (TOP ! SOh No B-B FOR OETAL`!. UIE9WNE AmeSNE (FLSb17 CONTE70• '-'-'-+*^A MAX. S(AMDARO 31ZE IS 42-1/2NIC. „�,;� - IMPACT4S1'MR GLAZING IS m­3 20 GA. NCHED TO DOOR MED TODALr LAC SYSTEM (TOP, E IT-INE4 Cr71iF17).LOCK PD3i)uNa(Will, 7W0 Pq O I-OCgNO C- - - - - - -r- , ONE : TNl N 20 GA r. SO lmT NIA. U-w O PER M4 SECTION. WTp �T IAO1 •' aR�xy�PflMyL Th: ,114 tAi®■ MaR. If'RA WI z onee aname OPiIONLL OVISIDE MEYED LOCK POSITION T14x. ®T 1INtIl 4b' %mg (SHORT PANEL lSF12" Txm! Zxni epL� 'CLASJO' SNORT RASED -PANEL SHOWN. LONQ 'CLASSIC' AND EE tl!AE I� SHORT 'CARRLAGE HOUSE' ARE ALSO A'PRVYT . .Tp ii� wat O! I}THTS/8' SHEET °DOS' 1NITAL S P CREWS s�lst ;;+(.TR�.RM12 NIO1. I. YAPPI 34SCREWS O_wi m 'T'D O IWOTL 1 p0o� .��'11� � I((� 7B (il INfERLIm1ATIL�1,{j� S,EE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. SHEET 1 OF 2 if TIZS ODf:�p MDcI^. 0R EItcEEDS THE DESGN LfM\ FOR THE ULTIVAIE 1TID VUDQ UST® BE1DW AOCORWIfI i 7NE Fl nmA BUIDPKi F` CR THR MENNTgIL1L BUODOIC Cf.YJC (Dr ON ASCE/•-tE'j FD'.i lYsi f1Y1Drn10 OONOn10NS 1jj Tri7�As..ED A9=,-l., A) C0i+0 Wd1 2' OF WIDTH M &ADIlIO`(: ENO ZtNNE. D) ANY TO:�. OIAPE. AN0 4) TESTING IN ACCORW!IV,y4: WRH AAf��I//pp 1:'�xA TflB. IITE-fiEC67C OWL'UlAlI0N.4 8Y A "AIM MSION� FAOFE!$fOlYL INY OIF}ER. . .. SPEED 0., YrND IN in 140 144 I" EWOVF CATBOI;P:> 8, C, a Z, C, D 3, C 3, C D IIF.AIN rar Hm-N, C8' IS' E8' IQ' 00' YIESIERFlFID, P. SM PUKE BLYD: Bullring Products MASDN 0HH 45040 ('nmrhrq— (513)'7 -4000 4F SION wENEfYM M M A'UM B. T U-BAA _. 2Q fwl GA V STEEL. TAM AATID IM:OE'3 OIL -J ,ry• )-C Gait, T J BCfiM IS m ::Y[ayY.�St�snf/rp mw ARA7/LI gq�L1 M/iQ IFT%1 SIP LAP Jowm I{ Mr R�51FA NIM EY]I HIM fPap,1�41]I:L N Cln TINNED IWIVIir� /{iia%r alr IAPFItla Ert7E 8SY Mp 7. rr TNL t nO CA GWY. Rm OO IA $F,CfION ALA YCDE 1(�]j1 DESIGN LOADS' +EDA P.S.F. h -32.0 P.S.F. TEST LOADS: +,Zl-9 P.S.F. h =48.0 P.S.F. .. URWG PR0;41f'T COI? VD010AD RATD'fi IIM: iiy Smi.. AN-2F1_ _ W 4 9'W x 16-H 9/23/06 0E"V111ON C-aw AND rH RP STEEL PAN SINGLE -CAP, O'W +26/-32 PSF n MWW . 8Y. BLi nRAVING NIW®EID 300159 VET I' IBC IC' RAISED PANEL EN_kM; DOORS 24 W INS 25 W 2'� DR WS I"S W 23N PR'EPARA7tON DF JAt4A5 m {> SHEET 2 OF 2 161 75 .n., 1976 4RSF 6RST tSRRSF 2ftST i3/B +3' LAG SCREWS ON : ¢CPJTTEF5. I-1/BO.D. WASHER 11MIRE0,LA!) SCREWS MAY BE COUNTS SUNK (B41T FrOT RFRUIfiI�J TO PROVIDE A FuSN MOUtfIbNi SURF�E.SNORT PANEL LONG PA !N)FA20NTAL JAMBSDO TI7AN"FER LC - MODEL 4F IS FLUSH )fffjfM`AI .uuR AITAFYIYLNT. T',� IXM OR 1000 RAISED PANEL ENZIMMI, DOORS z E1 xS' SLEEVE ANCHORFT3LTB ON 24 CENTERS (2,000 PSI I,11 : OONSYTETE). IVA'AIFRS INCLUDED WITH I:L19NE ANCHORS. R ES GA INS 25 OA, 2D GA YtLS ... .. OIL 1/4%3' TAPCON SCREWS ON P.4' CENTERS (2,000 PSI MIN. CON'. iE1'E) OR j1Y GD5SV, (MAYO BLOCK), 1" O.D. W4r REGUIRfD WIN TAPC0N4. _ GRSSV � ANCHORS ANCHORS WY BE CouNTER:eUNK RVT NOT REWIRED) TO PROMOS A RUSH MOUNTING NOT - SUFfACE. HORIZONTAL JWTIV DO NOT TT%WSFFR LOAD. ARSSV RE" TO DASMA TDS-161. A L 637D DESIGN PIMIESSIOHLL MAY NSO FE T VPLOYED TO APPROVE ALTERNAIT. fATIEN£TIS AND/OR JAMB CONFlWRATIONS. 2.6 Y, FL M STOP MOULDING BY DOOR INATALLER (TO SUIT) I PINE ;4%h10 20 GA. MIN. GALY. 17TEEL END STILE IMPACT RESISTANT »SSE MLTLY DLT'aI G oPTioNi BMCVETSI As°ArENm TO WOOD JA+ �✓ IMM �K CO IGURATT N IDRAWENO 3001199 A 20 CA GLV C4Fr_ INTER. ;THE lk SM $���(ON Jj- (IMPACT -RESIST j �jJ ¢ 1S GA. GALY HINGE. DOES NOT AFFECT THE MIND ViITHI ONE a/1e Et-B/B' USG SCrlr Y EACH HINGE FL4fEN= TO LOAD RATING OF THIS OWR. PER fiAOK BRALy4r:Y. , .� STILES WRN 1 B{ i,.... J /CREW/B' ENVY 'C". W�'67iL1ER SutO «� ^• CN�Y. STEEL TRAGIC FASTENED 19 SCREWS, SCE MEW "C". '. IF; CA GALV. STEEL TRACK BRACKE %. 14 GL DALv ROLLFR R.MF- rACH HINGE e' TAu ooOIEH MC NtyFii Op1pyLyS m ,��m1r Mk4I pONp iNS ;TTax ATI�CNED TO EACH BRACKE( FASTENED TO END C:RI.ES WITH (4 CRCs B ww,•4('T,DRr, T.InYf ¢EV mwE A," FAc4nq. Witt ONE 1/4•'xs/B' BOLT Q NUT OR j WR -'0? BR errt SHEET METAL SOIR:V+9 AND (4) 1 { x3/� SELF TT L4F.MRVE FlfOI(T ING,DG 1W0 1/{' DIA RrvETT1' TAPPING SCREWS RZ MEW 'B'. F/l3q(1XR��p W�IXXA7 ,Wm 1WIN h0{7_BK HOMNFAL FOUER ALL SHORT WITSTEEL I I IiMYLON 1} I37 a/t"-e,1 WOOD LAO MJWW'e. Iwv; .'CRRLS. OIQL WOPI AND EM WN AND FR $ f!tS411371 FNMU. !� Wper rt._.. Art R=- THE DESIGN OF THIS SUPPORTM7 STRUCTURAL ELEMENTS SHALL BE THE pE i mSlt POLYEINIOE iAITf]OD 10 T10Wt WiH IIESPONSIBUIN' OF THE FrOFESSIONAL OF RECORD FOR THE P.ULL)iNC OR STRUCTURE 2. ¢Wv. d y�pE��4y�+�{ 6 M MA'.71NE S'ORDFa AND IN ACCORDANCE Wff11 CURRERT BUILDING CODES FOR YHT LOAD* LISTED ON THE t FINIS a tt� DRAWING. MN. 7RIGf TNIM. IGR4 f( ).MNT ,QQNSTRUCTION SOLID Dail ! (Nfl Ld,l'LANI) OR DOORS VIIM OFlIOf?A4 MIA:T-IIEGSLNR GAm10 ARE ;E M. 2-1/2i: �Q {Y�, OER O EL 7PAdf BWIGG:t. �IC1-IIL2f:^iM OiTON4 04eS1gN-Y0.D� PO'1'PF(tM1OONtTL FF,(NR FRME NO llp}[ (4) TOMB 'F-T71 P11r Or OQIOA/DFNDOO 11"V S[, U,OON SOU1432T, AN APPROVED CGC ASTV IN XMIDA M NIIN 1HE Eltlrl 1( YOOR SLY INSTALLED M TNY fk'.CIIDN MEETS THE I - �IkD166iBPS.eW WIND L0� r.BU OF THE FLOWS BUSDI1111 CrJAL AND MIERNVM)NN. 9RDeq cD E eN JtEDL TNT IIRACT-RE051W RMU2WNiX�IT (MO'., IENPRR IS P3C/1IC). HC17t4z"M Tr!'CN '.9�r B� DOOM OVER C TALL DOOR IfWTNllA (CD Lf7 STANDARD ASSEMBLY fJETMLS _ DRAVANO 2 A IFI'E1-(RI t3 aL GALY r 4AMQ T. FAo� SECTI,!),tAj -t3 (NQN-IMPACT RES,I„�,7, �(G OPTIONI L2' GIL 21EE6 }�^K �I x r F gp 77MCN TIWCIO/I SAI DDO" MIN FRONT TRW WIIN Uv.,FYY..iEl4 :W IXR90E S1R6AC[. M. 2-t BRN?�4 �1A•SRIFII 7R� 19p01C1GL �,,, ; NOTE 11NT iROMT FT85NE Nl HMMRrEi T/NN 4 SEE I,LP IMPACT RESISTANT NVII1 715 V- BRNN �ppETTIRSIOi CUP 10 TR:TN1 1Ap DFa) TOb iRAfJ( NOT To EKCFFG . DC. ;. , F { CRAma - �i�.pp MaIDED I4Edl m n.'+=ar iW uvey" a:1Fi FOR oobR3 0'O1 lllE IU!TAMFR, 'L' 14•'�D' HqN. TRACK SPA /DW/4' PAR HW SOLTTr, CM3ERI NOT L(CVW CFEO MEMAI !FACTO FrA MIR CONSULTN FACRI FA M7R[ DETAIL F ROD. F (J,��j ASSEMBLY (bNSTf ;anrnl DESIGN LOADS: +£W.0 P3F. ei -32.0 P.LF. fppryry7p�AL ETTL D"re OR / M.1MIC C`,� 1:1 AV.MMML TEST 'DADS: +'J7,� P.SLF. h -48.0 P.S.F. CPigNK A[RM1C to PIA'R DFTOt DA LUCRE �P TIPRROVEL^ CC2 PUISIIC IN ACOOREM'ht WTTR eH:/RSC TN" INURE TOM ASSEJWLY 21STAL1E0 Mf:B. ,gyp MANlFAC71RN MtlII1V '7 CLDL' VDGLMO 161TDG IYbY DmR I:IIF_i Tries 1'4B STO1gN MEEM TIE WRO IauU R�:a IE:mn ®II` PAN-2F9 .1 �/ L� 9 W x 16 W tx T171LaMt IwRRM TWTADINo CODE OR Dri �FTrgnN. DATE, CLASSIC AN(+ CH RP GTEEI. PAN ' EULhn!O. cur ePU LUM OW IQLT NTI1 gyl�pMt.9T - ®� 1fkolompay 9/23/90 -.. f :.cnrPTmN L rG1M 6R I rFBC/E1c} IIW f ENOINEEA !NR!( WFSTEltF1F1D. P.E BulldIng Products MASON, 6 M" 11RAVN BY, M� SINGLE -CAR, EYI +2'S/-32 PSF P.E. l,aS4RD, -. .. -.. _.- P.E. /23B3n", CCTT1 prl (513) 770-4800 CHECKED BY, DRAVDI6 NL4GET� voe P.E /eta a Lbpq 0*7? oD AM 180ft ft SNpf. 300159 IBC REQUMD INSPECTIONSEQUENCE Ispff- 19-, -)-k 01 'Z— Addiress: Stu Min Max Irms2eeflom Desen22tfom Footer / Setback Stemwall Foundation / Form Board.. Survey Slab /* IVE-ono S-Iab. Pre our Lintel / Tie Beam / Fill Down- Cell Sheathing — Walls- Sheathing— Roof Roof Dry In Frame Insulation Rough in- Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Finar Roof Final Stucco./ Siding Insulation Final Final Utility -Building - Final Door Final Window - Final ScreenRoom Final.. Pool Screen Enclosure. Mobile Home Building Final Pre -Demo Final Demo. Final Single Family Residence Final. Building. (Other) Mn Max Ins2ecdon.Descri2don Ele=ic, Underground Footer [Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final -M Mn Max Imispection Imesen n flon Plumbing Underground Plumbing Sewer Plumbing Tub- Set Plumbing Final hum Max. Insigection D'escynp#on Mechanical Rough Mechanical. Final I'M _Zu Max rmsgecflon. Desem'2flom Gas Underground Gas Rough Gas. Final REViSED: Yane 2014