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PRODUCT APPROVAL
BCLS Home Log to Usergeg,stratlon HotTop" ubmit su t acts P licatrons FBC Stag' BCIS Sit arltla w MAR 12 2019 �g"„ .Product Approval i' #. USER: PubliC User - -- ST. Lucie County, Permitting PP OCI: Approval Menu > Pme act or APPIMOtMn Search, > 62g ca 11l _Liss > Application Detall ,R�- , ' FL # FL239-R25 SCANNED EE1333 Application Type Revision BY Code Version 2017 St. Lucie County Application Status Approved *Approved by DBPR. Approvals by DBPR shall be re by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 dmark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 I of 1/16/2018, I1:49 AM u Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/08/2017 Date Validated 12/20/2017 Date Pending FBC Approval Date Approved 12/25/2017 Summary of Products FL # j Model, Number or Name Description -j—__...-----'--'-----------..-- . 22339.1 SH - 200 (Non -Impact) ----------.—......----------... Aluminum Single Hung Window I Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R25 C CAC 17063002.0f Quality Assurance Contract Expiratio j Approved for use outside HVHZ: Yes Impact Resistant: No 09/01/2021 j Design Pressure: N/A Installation Instructions I Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anrhnrage FL239 R25 II 17063002.odf ' Verified By: Miami -Dade BCCO - CER I details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports j Created by Independent Third Party: 1239.2 1 SH - 600 (Non -Impact) Aluminum Single Hung Window Limits of Use j Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R25 C CAC 17063007.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiratio j Impact Resistant: No t 01/26/2021 Design Pressure: N/A 1 Installation Instructions I Other: Please see Miami -Dade County Notice of Acceptance I FL239 R25 II 17063007.1)df (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: I Evaluation Reports L created by Independent Third Party: 239.3 SH - 700 (Large Missile Impact) Aluminum Single Hung Window — Limits of Use i Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R25 C CAC 17063008.odF Quality Assurance Contract Expiratio Approved for use outside HVHZ: Yes Impact Resistant: Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance ( FL239 R25 II 1706300B.ndf (NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. I Created by Independent Third Party: 239.4 I SH - 800 (Large Missile Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Evaluation Reports Created by Independent Third Party: Multi -Story Aluminum Single Hung Windc Certification Agency Certificate FL239 R25 C CAC 17063003.odf Quality Assurance Contract Expiratio 05/03/2022 !of 4 1/16/2018, 11:49 AM Design Pressure: N/A ! Installation Instructions ' I Other: Please see Miami -Dade County Notice of Acceptance FL239 R25 II 17063003.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH - 800 (Small Missile Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. 239.6 SH-5400 (Non -Impact) Limits of Use _ ----- —_---------_-- Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance 239.7 SH-5500 (Large Missile Impact) Multi -Story Aluminum Single Hung Windc Certification Agency Certificate FL239 R25 C CAC 17063004.Ddf Quality Assurance Contract Expiratio 05/03/2022 Installation Instructions FL239 R25 II 17063004.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL239 R25 C CAC 17053OD5.odf Quality Assurance Contract Expiratio 07/30/2020 Installation Instructions FL239 R25 II 17063005.odF Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-437-1824 The State of Florida 6 an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Prvaw Statement :: Accessibility Statement Under Florida law, emai addresses are public records. If you do not want your e-mail address released In response to a public-rernN electronicmailto this entry. Instead, contact the office by phone or by traditbnal mat. If you have any questbm, please contact 850. Section 455.275(1), Florida Statutes, effecttve October 1, 2012, licensees licensed under Chapter 455, F.S. must pmvde the Depanme they have one. The emats provided may be used for offcbl communication with the licensee. However emai addresses are public reco supplya personal address, please provide the Department with an emailaddress which ran be made available to the pubk. To determine Chapter 455, F.S., please click here . Product Approval Accepts: W 3 of4 1/16/2018, 11:49 AM ¢£L°11i1 ETRICSp 4 of 1/16/2018, 11:49 AM aCIS Home WgN User Registracan Hot Topics iubml[Surcharge Slats 1, Facs PublicationsFac staff acis St b c" Product Approval �E } USER: Public User Product gDDMVal Menu > a2lggt� > Apaflc tbnr > Apprimton Data.] FL u =RECEIVEDA lication T e PP YP RevisionCode Version 2017 Application Status Approved Comments Archived SCANNED BY Product Manufacturer Therma-Tru CorporationSt. Lucie County Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 293-1740 rickw@mbldgconsultants.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Rick Wright rickw@mbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Archite Florida Professional Engineer _i Evaluation Report - Hardcopy Received Lyndon Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2021 Ryan J. King, P.E. j Validation Checklist - Hardcopy Received FL5891 R6 COI (a) Certificate ofindeoendence oc 4 6120/2018, 10:05 AM I Referenced and Year (of Standard) Standard ASTM E1886 ASTM E1995 ASTM E330 ASTM E331 TAS 202 Equivalence of Product Standards — - Certified By Sections From the Code Product Approval Method Method 1 Option D Date Submitted 10/17/2017 Date Validated 10/17/2017 Date Pending FBC Approval 10/22/2017 Date Approved 12/12/2017 of Model, Number or Name 5891.1 a. "FiberClassic" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 5891.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (For FiberClassic doors, this product approval requires the use of "l" part numbers for these doors, which have been stained or painted within six months of installation.) Description 6'8 "Impact" Opaque Fiberglass Single D, Outswing Configuration Installation Instructions FL5B91 R5 II (a) Inst 5891.1.odf Verified By: Lyndon Schmidt, P.E. 4340S Created by Independent Third Party: Ye: Evaluation Reports FL5891_R6 AE (a) Eval 5691.1.odf Created by Independent Third Party: Ye: 5691.2 i b. "SmoothStar" _ j 6'B "Impact" Opaque Fiberglass Single D- j Outswing Configuration I Limits of Use Installation Instructions I Approved for use in HVHZ: No FL5691 R6 II (a) Inst 5391 2 odf Approved for use outside HVHZ: Yes 'Verified By: Lyndon Schmidt, P.E. 43405 I Impact Resistant: Yes Created by Independent Third Party: Ye: Design Pressure: N/A Evaluation Reports Other: See INST 5391.2 for Design Pressure Ratings by FLS691 R6 AE (a) Eval 5891.2 odf i specific Model and for any other additional use limitations 'Created by Independent Third Party: Ye: and installation instructions. (For Smooth5tar doors, this product approval requires the use of 7' part numbers for these doors, which have been stained or painted within six months of installation.) 5891.3 c. ClassicCraft" . 6'B "Impact" Opaque Fiberglass Single D, Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R6 II (a) Inst 5891 3 odF ,174 6/20/20 t 8, 10:05 AM Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 4340E Impact Resistant: Yes Created by Independent Third Party: Ye: Design Pressure: N/A i Evaluation Reports Other: See INST 5891.3 for Design Pressure Ratings by FL5891 R6 AE (a) Eval 5891.3 odf specific Model and for any other additional use limitations ` Created by Independent Third Party: Ye! and installation instructions. j j 5891.4 d. "FiberClassic" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 5891.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (For FiberClassic doors, this product approval requires the use of "J" part numbers for 1 these doors, which have been stained or painted within six i months of installation.) 8'0 "Impact" Opaque Fiberglass Single D, Outswing Configuration Installation Instructions FL5891 R6 It (a) Inst 5891.4.odf Verified By: Lyndon Schmidt, P.E. 434DE Created by Independent Third Party: Ye: Evaluation Reports FL5891 R6 AE (a) Eval 5891.4.odf Created by Independent Third Party: Ye: 15891.5 ' e. "SmoothStar" 8'0 "Impact" Opaque Fiberglass Single D, I j Outswing Configuration i Limits of Use 1 Installation Instructions Approved for use in HVHZ: No i FL5891 R6 II (a) Inst 5891.5.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon Schmidt, P.E. 4340E Impact Resistant: Yes Created by Independent Third Party: Ye: Design Pressure: N/A Evaluation Reports Other: See INST 5891.5 for Design Pressure Ratings by FL5891 R6 AE (a) Eval 5891 5.odf specific Model and for any other additional use limitations Created by Independent Third Party: Ye: and installation instructions. (For SmoothStar doors, this i product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 5891.6 ' f. "ClassicCraft" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 5891.6 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. 8'0 "Impact" Opaque Fiberglass Single D Outswing Configuration Installation Instructions FL5891 R6 II (a) Inst 5891.6.odf Verified By: Lyndon Schmidt, P.E. 4340E Created by Independent Third Party: Ye: Evaluation Reports FL5891 R6 AE (a) Eva] 5891.6.odf Created by Independent Third Party: Ye: �Backi Neat Contact Us:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 207-2013 State Of Florida.:: Prwacv Statement :: Accessibility Statement Under Florida law, emal addresses are public records. IF you do not want your e-mail address released in response to a puble-record electronic mat to this entity. instead, contact the office by phone or by traditional mul. If you have any questions, please contact 850. Section 455.275(1), Florida Statutes, effecttve October 1, 2012, licensees licensed under Chapter 455, F.S. must pmvde the Departure they have one. The emails provided maybe used for official communication with the licensee. However email addresses are public race supply a personal address, please provide the Department with an email address which can be made available to the public. To determine Chapter 455, F.S., please crick here . Product Approval Accepts: 'f4 6/20/2019, 10:05AM MEa'xlcs 'f 4 6/20/2018, 10:05 AM THRMA17RU 0 THERMA TRU DOORS I IS INDUSTRIAL DR.. EDCERTON, OH 43517 310IF X 6 r8rr "FIBER CLASSIC' FIBERGLASS SINGLE DOOR INSWING / OUTSWING 17MPACTr, GENERAL NOTES I. This product has been evaluated and Is In compliance With the 61h Edition (2017] Florida Building Code (FBC) structural requirements excluding the 'High Velocity Hurricane Zane" IHVHZI. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shoR be beyond wall dressing or stucco. 3. When used in areas requiring wind home debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and excludes Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2 8 R301.2.1.2.1. 4. For 2x stud homing construction, anchoring of these units shall be the some as that shown for 2x buck masonry constriction. 5. Site conditlons; that deviafa from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TAKE OF COtMfyfs sHEETN DESCRIPTION 1 2 Typical elevations, design pressures 8 general notes Donr Par'., details '-'— Hods _ ---' ----- onalcrassSechons 4 _____ Verilcalcrosss coons -V--' Buck 2X buckm=nrTcdnstwcfIo '------ Fmme anchadng- I X buck mesonry ccnshudlon -`—'— 6 J Bill of MaterlalS B Components--------- _ 37.59" MAX. O.A. FRAMEW. WIDTH MA PANELWIDTH vv0 /llll 1111 V n - _ OVERALL .DESIGN PRESSyRE.(PSFJ SWING FRAME - • DIMENSION ],.POSRIVE'NEGATIVE,., INSWING 37.59"x 82.19" +67.0 -67.0 00TSWING 37.59"x 80.69" +67.0 -67.0 m n a Eg. 59a � �VIN w Q -bD 4/23 08 i r: N.T.S. AL m x. LFS ? °xe No.: rc FL-5891.1 e e 1 or 7 " x:l7e. tmmu m, �:2W1NS1119 -4J4Ja PMix aneiraf.Y' i3311-. ].a.-n9.10.-�91 �DI�1V4i9iL ow} x.e G I� IN Tp nA p NN .z I� 10 rx No. G3009 0cbbar f7, 371I% I c #� T� PROOJcr: L"d.. T 5y. pppp pP ERL43S D emeon P. su.mlet N U' Z N 3 10 I] IT UPOAIE M 6 BD. 2O1) F JK 'fBERCN�$ DDDR .'- No. uao9 jO J1 i 11AL �I N y 1+ Z 1 26 15 UPOAiE m 5 m. 2016 MC Lf5 PAR( OR ASSEMBLY' BUILDING CONSULTA 1lN�lU In p� 1 6 11 12 REVl6m R) 2010 FBC JK DOOR PANEL DETAILS �/ P.O. Bm WO. V91Kw, R =93 NO DATE BY Phone No: 813.559.9197 i$ION$ MPE CA No. 9013 i Loo9 gay 9m sv3 .,oxeuvwm Mc. 1-1/a" W FMB.(NP., HORIZONTAL CROSS SECTION 3 InsNr,g conBpumtion ITERIOR (TERIOR INTEF EXTEF �3 Inwbg confiawatlon 1-1/4-MIN. EMB. (TYP.) W. AL e LFS mm �. FL—SBg1.1 3_ -1 7 i:10;.,.m�:m.+ry-tNavw�A.;unm.eou=ave..r,V'--;ea�a:-a3wnan^�33t:nvnw_;33tay. �.t I~ m A IA (22 y A 9 1-1/4`MN. EMB. OYP.I ale Paaal J111grrrrArr, a No.43409 . October 17.2017 �14i PR !IUCT: a I^ B4ERA4-rRU �meo. F, Sen..lal � IA u $ J 10 1] 1] UPOATE TO M 90. 2017 FBC JK FIBERGLASS ODOR5'g70 grr1NA11Llaaaa z N y 1+ 2 1 26 IS UPOATE i0 SrN ED. 2014 FBC LFS PARS OR ASSWBLY: GD BUWINC CONSULTA . �NC. REVISED TO 2010 FBC JK •/L��! P.O. Boo 230. Vnlnco. FL M595 NO GATE 8Y VEMCAL CROSS SECTIONS VY Peo�e No.: B11ss9.9197 KE 151014$ FBPE CA No, 9813 C zoos v.w eo��m.v eo. eu��.urs ire. MASONRY OPENING xX RUC SUCKANCHORING STRIKE JAMB "-CONCRETE ANCHOR NOTES: :ete anchor locations al the comers may be adjusted to maintain fhe min. edge durance. to mnrtorloinls. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the Mtn. edge distance to mortarininls, odtliflonal concrete anchors may be required to ensure the WAX. ON CENTER" dimension are not exceeded. 3. Concrete anch,table- ANCHOR " ANCHOR- MIN. MIN: CLEARANCEMIN.`ELEARANGE TYPE SIZE EMEEOMENT TO MASONRY TO AD]ACENT -- EOGE .ANCHOR ITW 1�4" 1/4" 7 4" TAPCON --11 ELCO ULTRACONR fff 114. WOOD SCREW INSTALLATION NOTES: 1. Molnfam of wpo to prow a ; -, auacrnG MASONRY OPENING FRAM zX BHC bo iRAME ANCHORING Masonry 2X hock construction HINGE DETAIL N: F Z � r- HINGE JAMB LATCH A DEADBOLT DETAIL Br: IFS - txn Iro.- FL-5891.1 i 7 5 0< 7 c I..``,` *' IIIII, .:..... .�� _ _._r : S •. • �: Sa J �-m � > d q d IllII IIII� on°i t i a m o EE w MASONRY mna� OPENING gx V ' x �i 28 G a Y mo FRAME- J 27 __.__ D -G TY.HEAD8 I 4 UT IX BUCK Nj IATCHIL DEADBOLTDETAIL �o x c n 1n� m na " STRIKEJAMB B8o n FRAMEANCNORING HINGE JAMB Maonry IX buck corttwctlon �N `:O ANCHOR NOTES: craleanchaffonoffhrcomers mayheadjustedtomalnlain fhemin. edge distance in mardorl.n _ \ 2Concrete onceanchor ldnlfans noted "MAXON CENTER" adjusted to maintain Ihe mjn. edge distance to modarjninls. additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not axceeded. 3. Concrete anchor loble: 10 _ 10 N Q nN-z u EO_ rts><T 4123108 SUM N.T.S. ; ou mi AL m oxR. W. VS 3 HINGEDETAIL 1. amlama edge distance, I end distance. Bl o.c. spacing M1W1NG W, p em. tom.ev orwaod screws to prevent the splitting of woad. FL-5891.1 0 o swn 6 asL " o • ANCHOR MIN.MIN:CLEARANCE 'MIN.OLEARANEE SIZEEMBEbMENTTOMASONRY 70 AOJAGEMEDGEANCHOR1/A" III/A��Z��All 3/16"I�14B"/" W INSiALlAHON NOTES: M ' RILL OF MATERIALS REM DESCRIPTION I MATERIAL A IXBUCKSG5=0.55 —� _ �_ WOOD B 2X BUCK SG>=0.55 _ _ _ WOOD C MAX. I/4"SHIM SPACE _ _ WOOD D 1/4" X 2-3/4" PFH ELCO _____ OR ITW CONCRETE SCREW _ STEEL E MASONRY -3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G _ 3/16"X3-1/4° PFH ITW CONCRETE SCREW STEEL H __ 1/4"x3-1/4" PFH ITW CONCRETE SCREW _ STEEL STEEL J 1/4"X33/4" PFH ITW CONCRETESCREW K RBX 2-1/2"pFH WOODSCREWILISMIN.EMBEDMENT) _ STEEL L 1110 X 2'PFH WOOD SCREW STEEL 7 SHORT REACH COMPRESSION WEATHERSTRIP 8 ___FOAM LONG REACH COMPRESSION WEATHERSTRIP FOAM _9 4"X4"HINGE.097'7HK.! STEEL_ 10 k10X3/4_PFH WOOD SCREW STEEL. 17 __ _ KWIKSETSIGNATURESERIESPASSAGELOCK __ _ STEEL 18 _ _ LOWPROFILE OUTSWING BUMP FACE -THRESHOLD ALUM./WOOD 19 __ HEADER JAMB (PINE, S.G.>=0421 WOOD 20 SIDEJAMB IPINES.G.>=. 0.42) 21 KWIKSFTSIGNATURESERIES 780 DEADBOLT 27 fATCHSTRIKE PLATE ITOEE 28 _ 6 DBOLTPLATE 32 DOOR BOTTOM SWEEP PVC 33 SELFADJUSTING INSWING SADDLE THRESHOLD -AWM.COMP. 50 FIBERGLASS DOOR PANEL - FIBER CLASSIC 51 _ FC DOOR SKIN.07p'MI14. THK. FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) =6,000 PSI SMC 52 53 TOP RAIL _ _ ------- LATCH STILE 'T _ COMPOSITE LVL WOOD_ 54 _ HINGF. STILE j WOOD 5S __ _ BOTTOM RAIL _ 56 li 57 _ POLYURETHANE FOAM CORE-1.9 LBS. DENSITY LOCK BLOCK REINFORCEMENT _COMPOSITE FOAM WOOD NOTE: WOOD/LVL COMPONENTS (PINE, SG>= 0.42) �i i WR z Pi ti O o V yY 19 10 NEAO OF Jamb nor i(� m rc � o `4 7�11 Liy9,5 �m w o0L VJ �U 18 LOW PRpFIIE OUfSWING RUMP FACE N _T _ N T �. SSELFA01m GSADOLETNRESHOLO. W AL W,. LFS NY N0 FL-5891.1 7 rc 7 ,e.�.=����; 3 3'�.r, avun _ >! Ives v . mA= a a-s 5 =a:'> �tlL:a•nv =3' S.a. 3C6 5. _ +ao -:ne. i. 6 - yLY ] s: ProduR Approval 1 ate_ i t it�USER. aual:= Jser ��1��,��A111O000!!!! �3 A;,)"' .?- - -0rya_._..�.III —i a 0.PPIiWOon Detail FL7551-R4 Ao?ii_abon Type Revision Code Va.Sipn 2D17 A?pl1[3 in 3(3tU5 Approved ERECETVED— Comments A, zhiv=d nty, Permittino Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4550 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-32D0 SCANNED dk'-oldokimengineering. net BY Authorized Signature Do Kim St. Lucie County dkadokimangineering, n at Technical Representative Bruce Peacock Address/Phone/Email 4550 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-32DD bpa3CDCk aalta3:J:n Inlm.CDm Quality Assurance Representative Add. ess/?hona/Email Category Roofing Subcaregory Products Introduced 35 a Result or New Technology ` Compliance Method Evaluation Repart from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Flonda Engineer or Architect Name who developed Do Kim, P.E. the Evaluation Report Florida License PE-49497 Quality Assurance Entity QAf Laboratories Quality Assurance Contras Expiration Date 12130/2022 Validated By lames L. Buckner, P.E. ral CBUCK, Inc. Validation Checklist - Hardcopy Received Certificate of ladepandence FL7551 R4 COt C"t of f^1soe j.— od•- Referenced Standard and Year (of Standard) Equivalence of P. Dduct Standards Certified By Seasons from the Code ".ps lwww Fl3rii3buidding org,'r'o:_3pp_dtl 33pxlparam=wGEVXQwtDg34JkzX72BauCacN32vc ,2bRBYNISsOHclAlmDah3d V2 Prad J_t APD-Oval Me'. nod Me(nad 2 Oatbn 3 0 Ja Ce 7L'D:Tltled Dare Vaildated Dare. Peoding FBC A11rav11 Date AJJ-ov=_d Summary of Products FL # Model, Number or Name 03/li/2017 03/15/2017 03/23/2317 10/IW20I7 Description --+1�m:frrnf0.fumn� n �omso�lEe 37f7,'—xTT24 1-1Fb EPS Composit�p-,nei, 3'14"/5'e0 032xI b — Pa'�'-'s EPS Composite Panel, 3'/4"/5"x0.024"'K2J5 EPS ComDDsite Panel, 3-(4'75"10.03D"x2lb EPS CDm')33Ta ?anel, Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-30 Other: In HVHZ, not to be used in structures considered living areas per FBC Section 1616 unless impact protection is prDvided. See installation drawing for nominal allowable design pressures and spans: Installation Instructions FL7551 i?4 11 2017 FBC-Elite Aluminum C••o-Install Instruct odf Verfied By: Do Kim, P-E. PE 49497 Created by Independent Third Party: Yes Evaluation Reports F_7551 Pa A= FL 7551 Evalu3tiOI, R po-P2017 B^ bjf Created by Independent Tnrrd Party: Yes CJa[aY Js :'.di]t 31air Sbt= b ] 71I -- - 32 39.?.ta" 35J-a3)-1;24 in=state Jr =londa is an aa/ _D 2.tlplprer. 21)97- 2 1 `=1 "-Iva, i-a,mm't -: ;•c=. J f.n r3t=m= 3 a 1 pj. a7a acJ',J3. If y 'J jJ.n, va,rv• T I .'Itl 3 'p]n>= •J 3 ppbll'-•aC] y ' J� >e tl 1 C? iC a5 toant',( C p t3 m ohc by pho pr'y. ad[ Imall. If you ha any; s J s pldea>eCpt3C 3So 4R71Z9 eY oc*ooer 1 2D 2 I+see licensed under ChaPte 455, e ine Departme h an a 1 ad,,,, f y nave o l e em 1 J.. 'C d, y ne a>_J ror ptfl al Cumm ti `th CM1 I'<amae. H,w.Jipr smJ I dCr s s m publ, �u J If YJ tlp np tp :.poly a p=fspnal aad. ts>, ]Iaase 1 ,de t" pepaM enL W " a email adtlress Ch can made av3'lahle n t'1 2pJil.. To'C=•a-r re if yn•J 3-e a JiCensee Jtae. 4]]. f.i.. Meese:?¢k hare . product A",, ... I 0.ccepG: MIM E1 �' 1�'4iE7Iit13S'� ps=lwww.Floridabukling org/pr,Dr_app_dtl aaps'para,n=wGEVXQwtDgsgJkZKT23eu,^.=CN32vc ,2SRBYMosOHgAjmo ;3d 2/2 ELITE PANEL SPAN TABLES: 3' x U,U24 x 1 - LB EPS PANELS (ALLOWABLE SPAN CHARTS) NET ALLOWABLE LUAU (PSDI -CLEAR MAX. ALLOWABLE SPAN (F'I) L/UV L/120 L/1BU L/24U IU Ih.l% 19,J6 ISA3 Iq.IO 29 IJ,44 13.44 R22 IY.J5 3U Ik/tl IO.Jb "i 1,6V IY Y.ae 9.2Y B.tlS 5U B11 8.17 _h.hV 60 Y.1Y 6.39 Y.Ytl 70 SUL 451 -- ab -wn 264 - - 4° x UU24 n l - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARIS_) NET ALLOWABLE LORD (Y S1 )1 MAX. ALLOWABLE SPAN (F I) L/tl0 L/120 L/IBO L/290 IY.YY IY.UV 1].1] 20 IS.VI 1501 19.Y1 IJ.YS 30 E.S. II,JY 40 I VNY 10.9] ktlY Y.Y2 Y.Y2 Y.11 4CC 6V YIJ 9.13I /.51 I 3.G9 ]U tl.SG 252 5.]tl I.V/ eY tlu2 EY2 aEl 6' x U024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHAR IS) NET ALLOWABLE LOAD (PSF)I MAX, ALLOWABLE SPAN U U L/DO L/120 L/IBU L/240 IU C3.VU e129 21.1J Cktl9 20 IY,V4 IB.U6 ItlA6 IUV6 3V I9.IJ 1513 15.13 Ih.l] I0 1'YW I3.J1 13.a9 13'J9 SV 121U IU.YI 60 11.11 11.1/ I1.1] ILI% av _ tl.IJ 70 Ikn9 - 11 Ik3Y S.Y9 BV Y113 Y,bS b.13 '41 1 3' x U,032 x I - LB ENS PANELS (ALLOWABLE CLEAR SPAN_CHARTS) NET ALLOWABLE LOAD (PSF)I MAX, ALLUWHBLE, SPAN (I'D L/00 L/120 L/ItlU V240 10 1%.90 I].5V 16,91 1596 2Y IE6q - 159E 11.0E 12.16 IU 1517 11.Y6 - 1121 tl,36 C. _ !0 1222 In2E S,SI llZ _60 IV 15 BJ6 Y,bb _ eY .eY 456 - 4' x U,U 32 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARIS NET ALLOWABLE LOAD (PSI)I MAX. ALLUWABLE SPAN (F1) L/BU L/120 L/IBU L/240 CY,]V CV.11 ' YU 19.61 IY,21 ],9Y I5.%1 IU.1] 1/.1y _I In tlY 12 bn 15.%4 IYtn k]I 9Y 1`v.2b IJ.9y y.he ]25 6U 13.bq ICGI/YV 1.7S Al 1C4 IUAY n,Jtl UU IV.9S x 1 - LB EPS PANELS (ALLOWABLE_ CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLUWHBLE SPAN (11) L%00 U L/Y2YJS/9YV1 L[I1I1Y/Y1L]1I,A.tl..tl62UV!C[YLbV 0 L:YYI/1I1YJV%3U.q2.,2EA.6tlg2[4222Ye Y3qSh]IUVUUUYV i2YeIJu12...6.tlJ1Y1102051 _ - _ 16 I] tl S 2 ]IBU IN2YU.3 Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads OFNENAL NO I'ES I. CUIII(.Aw I awl.., SICIII ba C... Rv'Iwwd l.iNb' IypU 3003-HI54 UIulNiNUln NIMBI, I IN 2 PCF:AN LM 037h carpenkc U,NXl EpS IWIM to 4I.FIB"NA, inl wilt Ashl;uld Owmic4120201) IBV grip. F,1,riC1111U11 A, be by 0111. pmlel ptu(juab ullly IN acwrdunce whhappinvcd Abeicutiml mcU1Wb. 2 hWvlmri'p:amlblNNiNUWL, uUL 1715 ON) CL13S'11'(aspmlingwtduRv NI3WSUl appwwd. J. 11041Rc0 4,Nllaa bbrou deslgwd alldshall by JhbrR41Cd in avaATJUAvewish Ow tv4uimil is YTlhc Fluddu Ouildipy CC& 6i, Bdiiion (1'1 W. c0mpu9iw panels cnulply wilh C'Impleb 7 Seeliun 72U, ('U, pw B S.IhUA NOT, Club. A lntal'iw linlah, and O.PWI 26 SCcliun 2603. All bent building Cdc A,=dnwalb.hull be WIN,,W lu bb rcquircd. 4. 1 by dcsivNu .,hAIJ dmvrn aR, by acccpuXt cnginceringprAnil:u the allufvablc II)nds TVr9hV spccllic Ia1N wodilimlb IndUdimb Illed ECANbURA111ill) UAiNg flu, dalq ftw. Ow (II k,,,.blC lllad9 Wblo wd Ap.N) Ill tINA Opp, VYUl, 5 13e11eetfm1 hnllh luld .1 Iluwabl mr IwvC M1 ell I"s int n1B.l" 1 Ib l h din Ill- RVIIL..JI B IlIV) 1L th1Y Iuduc I shall Ur. used m s0uuuly "1 1 a aYnn be wnndcrN nn h gun.ls pLrS�Lhk tl0141nd ss unp kl tvvnA rve hl u6wnl nw lU tllu ll\'IIL. Rf1111Cen lClltd Y[C IIIVI. 4. Ufn,, Iwim ut'2U has tc.l uwd b, dod"P 0110Able I"",' IWd Alla-S lhnt usanB iA uwUIWmc W IhC auldcllues Iw Aluminum 619ulaums 1 ntr I and CNtbNN, tV 81A I OC ChupW, 16 rod V 7. 1.e6Uug No 1, vN wnduaed m acw9d,nw<e u) AS I M L72-05: SUvnpol lest Ul I•uncls RallulldIaB CnnalnlcUu. S. INk-C11ee I01 A Purlb: HETI-05494N, HIi14U4-_' I U4, HUR-04-2044, HG11-V4.2105, HEII-06-2V67, MET T-U5-IVI2, ME I. 04-210711I11-05-19117 1IE 1[.04-200111, r1.U(-207U, 11111, LU6.2071, III1IUS 11X4, 111i 11IIY 911, 11111'14I4 2072, ILIIU42V]T If IS IIU62074 IIUT. S 19'l( 111'II-05.19B9 I BII05-1991 IIL II0-1985 kl Pll05-19Y5. Ht1I .J. 199V LIE 11IN19971 ILJ1U5 OJ7, t11JIU52111, IUi IIUI U39Hill 10s 030.HU 11-OS.AR1. Htil1-05204g, III:Tb 0-2004 I.IL' I t-05 2031 111 I1. US 2V3B I II 11. VS 2U65. 11LI l US 2WU, IILH ITS 2012. " 9. Lill. lnhrpuldl Un Shull M: ulluwcd. NU lip. Ithin tbuabl a simrr 1 IN. P4.WS wIIh US, in-mUb.91.11 by.,Aj,led cyul"NNUIN simllu luulcls wllhoUl Jiill UAIII., U9sigu jakllskivd,nlay hCON e x U. x 2 - LB EPS PANELS (ALLOWABLE. C-EAR .SPAN CHARTS) NE F" ALLOWABLE LOAD (PSF )I MAX ALLOWABLE SPAN (FT) L/3U L/IN L/IBU L/24U 10 _ I`].33 ItlH9 IB ]I 17.66 SUSS I].66 _ 16.J6 15.06 ]Y __ 16.bY 16.36 11AI 12.16 1Vlip _ ILA6 Y.tlb " 1091 2d 6U 12 L, IL,g6 _ tl.5/ qb] IOR6 - Y.B6 461 4' x 6,U24 x 2 - LB EPS PANELS (ALLOWABLE C-EAR VAIN CHARTS) ME ALLUWHBLE LUAU (PSI )I MAX. ALLOWABLE. SPAN (FD L%30 L/12U L/ItlU V240 IY _ 219] CI.Y/ YI SY 2k9] YU 2U. �% Ck Y] IY.b4 10.]6 I Y�$j 1 S/ Itl CI h.3S &l6 Ik36 16.55 1939 _ SV 1]..4 1/.16 19.tlY 12.IJ 6Y IS.96 IS.Y6 1]e1 Y,9] UY 13.SS 13J �9 Y.93 5.51 C]' x U,U24 x 2 - LB EPS PANELS (ALLOWABLE _C-EAR SPAN CHARTS) NEI' ALLOWABLE LOAD (PSF )I MAX. ALLUWHBLE SPAN (FT) L/3U L/12U L/18' L/240 IV YY.'3'J L'J.Y3. e'J tlb Y3.6V 2u aeY e3zu CJ.Ytl eznE _9V 22.b] Yb1/ Y2,Ib Y1.33 el,i9 ELJY zu.e0 LI.IS eU.9Y IY,U3 by _ 2U.2Y YV.eY IY.61 IJ.9n IY.S/ Ib]Y Ibbl bY_ IB t1 Itl.tlq _I].YI IS 6U 3' x U U3U x 2- L.B L (ALLOWABLE CLEAR SP; NEI_.. F MAx AL!-uWnu x. 0,030 A 2 - L TOWABLE CLEAR NL I' MAX. ALL w f) I'ANL4� DO KIM C HAR hi) n a MCUNEWLTINO SPAN l, I) 160 L24V ETRLICTURAL 'nz lbel ENUINEERS Itl 1655 I1,B9 1'V bVn 1YWtl 13 W I M1Cl,1.1A Id:ISIJI U»�yy5d LI 6 6SY 16 1.U4 IybNel pnbpl UVII e_ LbY h\ �� Ldw�,.w1.,1 PANLLS CHlNIS) SPAN 0I) 1 L I W' X U,UU x e- LB EPS PUNT 1\ I MAX, "At cowl Vnll UUNIINWUS Cgl>LKINV 0000 000000 e'1a ) O O V U O O V O O O E 3 -1 NI[RLUW,CR. ER..'s S'C"U 9 SLOPE I 4' MqX VIU1K 1M EKI uu�lai��ao°ebe 7C EY3 CURE ILb Un CLtl V U LLq ACUMUNVN mnhM 111PAR igCING9 CLEAN SPAN lU INSMI 10 U"N"x,Ur iC9RVV]''UHNLLIORC L AVUI,ISU$1KVLIVKL' 1NIER tli nls uK qnI DIHCN E KCL nGINCEM SPAN p 1) YIfUHN uulnR UK ORIY CPY 1 V VN,{IM,YE ]� lv nc umucn 9ww UUKIMb SCUPLSILC 6'N [Vml UwVFL W fb Ini p/b u�ES SIUC9 Urawiny Nu.-FL-1UU1 Florida Building Code Online https://floridabuilding.org/pr/pr app_dtl.aspx?param=wG EV XQwtDgvzRNLe5g40 V ntd... I ,. sy x r rd-y'•c'i.+'r�s' rvgt �P `k b��'`s. `*.d i:. �. �h i�, � av?r�ts i21 " � ,4, k 1 I �4...k�a�.ve:RasGw:'.WR BCIS H ome Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff nr,i { pr Product Approval USER: Public User _Procuct Approval M nu > VI2ng6t 9r,Ap,RIISIatI2p Seart;l] > AnnlrcaallgRt.l, t > ApplimUon Detail u z FL # FL12231-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Style Crest Inc. Address/Phone/Ernail 600 Hagerty Drive Fremont, OH 43420 (419)333-5835 lewis. popeGc stylecrest. net Authorized Signature Lewis Pope lewis.pope@stylecrest.net Technical Representative Lewis Pope Address/Phone/Email 600 Hagerty Drive Fremont, OH 43420 (419) 333-E835 lewis,Pope@stylecrest.net Quality Assurance Representative Lewis Pope Address/Phone/Email 600 Hagerty Dr Fremont, 01143420 lewis-PoPe@poly-foam.com arb Y'"xdw4y BwAP,A„{ttsu*in,^x.nc:. uPFe,+bxi BCIS Ste Map Links Search MAR 12 2019 ST. Lucie County, Permitting I of 6 '$/t7nntR o-ld Ann Florida Building Code Online htips://floridabuilding.org/pr/pr_app_dtl.aspx?patam=wG LV XQwtDgvzltN Le5g4O Vntd... Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Panel Walls Siding i Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Eric J. Tompos P.E. PE-63511 Architectural Testing, Inc., an Intertek company 12/31/2020 William R. Heiden III, P.E. Validation Checklist - Hardcopy Received I FL12231 R4 COI E]T COI odf Standard Yeas ASTM D3679 2011 Florida Licensed Professional Engineer or Architect FL12231 R4 Eguiv STC062717-32 Equivalence of Standards 201'I-10-06.odf Method 1 Option D 10/11/2017 11/21/2017 11/28/2017 02/13/2018 2 of 6 4/ mig Q'Id,AM Florida Building Code Online https://fl on d abu ilding. org/pr/pr_app_dti. aspx?param=w GE V X Q wtDgvzRNLe5 q40 V ntd.. 3 of 6 summary. of Products .. Ft # Model, Number or Name i; ..... ......., ....._.... ......... Description . .. 12231.1 Fairfield, Alpine Ridge and Ridgevlew Vinyl ... ._ _- .. D4, DL4, ' Siding DS and DLS Configurations Limits of Use Approved for use In HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes F FL12231 R4 II Installation Instructions Attachment Details Impact Resistant: No 2017-10-06 odf Design Pressure: +N/A/-59 FL12231 R4 II Vinyl-Siding-Installation=Manual-2017 odf Other: Design pressure varies based on the Installation method. Please Verified By: NTA, Inc. ' Created by Independent Third Party: Yes refer to the evaluation report for the proper design pressure based on Evaluation Reports the installation. FL12231 R4 AE Evaluation Report STC111111-8 2017-10-06.pdf Created by Independent Third Party: Yes e 12231.2_ Heights Crest, Spiegel Grove, Addison -. .. .... _... D4, DL4, DL4.5, DS, DLS and T3.33 Configurations Heights, and Sawmill vinyl Siding ..._... ........ Limits of Use y......... _. • Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL12231 R4 II Installation Instructions Attachment' Details Impact Resistant: No 2017-10-06 odf FL12231 R4 II Vinyl-Siding-Installation-Manual-2017 Design Pressure: +N/A/-74 odf Verified By: NTA, Inc. Other: Design pressure varies based on the installation method. Please Created by Independent Third Party: Yes refer to the evaluation report for the proper design pressure based on ''.. Evaluation Reports the installation. FL12231 R4 AE Evaluation Report STCI I1111-8 2017-10-06 odf Created by Independent Third Party: Yes 12231.3 ', Oak Harbor, Bristol Bay and Town Square ; D4, DL4, DL4.5, O5, DLS Configurations Vinyl Siding • Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes 1 R4 II Installation Instructions AttachmenU Details Impact Resistant: No oFL12231 2017-1 df •' FL12231 R4 II Vinyl -Sidi ng-Installation-Man ual-2017.pdf Design Pressure: +N/A/-59 Verified By: NTA, Inc. Other: Design pressure varies based on the installation method. Please Created by Independent Third Party: Yes refer to the evaluation report for the proper design pressure based on Evaluation Reports the installation. FL12231 R4 AE Evaluation Report STC111111-8 20.17-10-06.odf Created by Independent Third Party: Yes i 12231.4 i Pro Pride ,... . DL4.5 Configurations Limits of Use Installation Instructions Approved for use in HVHZ: No - FL12231 R4 II Installation Instructions Attachment Details Approved for use outside HVHZ: Yes :. 2017-10-06 odf Impact Resistant: No FL12231 R4 II Vinyl-Siding-Installation-Manual2017.pdf design Pressure: +N/A/-76 Verified By: NTA, Inc. i 3/120019 9-14 AM Florida Building Code Online h«»°://OoridahviNi uo/ndpr_upp_d8.uwyx?puzum=n0GYX0niDqva8NLr5q4OVuu}- Other: Design pressure varies based on the installation method. Please � Created by Independent Third Party: Yes eo rrvothe evaluation report for the proper design pressure based on Evaluation Reports I the installation. ! df 0 Creat ed ��^ ------- - - - z2z�1�� ! �prnspaoPn�niun\nu,aspanandp|ooee,/T4,o5ConOgun�|onm ! Vinyl Siding . � ^ - | Limits ofUse / Approved for use InHVHZ:No Approved for use outside 1-lres Izmnpact Resistant: No Design Pressure: +m/A/'37 ' Other: Design pressure varies based onthe installation method. Please |refer Lothe evaluation report for the proper design pressure based on |12I31.6 �Select Series Beaded Siding and Lexington ___ �SenesBeaded \xny|sN|ny __'-----_'--___- Limits of Use |Approved for use |nmvoz:wo |Approved for use outside enoz:Yes Impact Resistant: my | 'Design Pressure: +N/A/-74 'Other: Design pressure varies based onthe Installation method. Please | refer ,nthe evaluation report for the proper design pressure based on 1 the installation. installation Instructions FL12231 R4 II Installation Instructions Attachment Details FL12231 R4 II Vinyl -Sid Lag -Instal lation -Manua 1-2017. r)d Verified BY: NITA, Inc. Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Beaded 6.5 Configuration / installation instructions .FL12231 R4 II Installation Instructions Attachment Details Verified By: NTA, Inc. Created byIndependent Third Party: Yes Evaluation Reports y Created by Independent Third Party: Yes �12231./ �Select Series Board and Batten and Board and Batten Configuration Lexington Series Board and Batten Vinyl ! | L- oidinA-------^-`----.- -_-_----_--��___ Limits ofUse Installation Instructions 'Approved for use inHn*x:No i |Approved for use outside enHZ:Yes i ' Impact Resistant: mu 'Design Pressure: +N/A/'S0 |-----=�=^./:�`+'eyf 'the,:oedAnpressure varies based onthe instn|ahonmethod. aa��p| Verifiedi""'�'"'"'«'�� Other: on Evaluation . the / Reports t .� 'F[zzz31n4AEeva|oauooneoo�rrr/�,��/'x�o��',^'o�"^^ -----------� ------l-��------ |z223z.8 Timbermill Limits nYUse Approved for use /nHx*Z: No | LCreated "yIndependent Third Party: Yes --'----`'�-7�---------------'---------�--- --- - 'o4,s/Configuration --�-^-'---f----'-----.---------�-----�,�`-- '-.' �/- - iznytaUabvnzostrucdnns FL12 Details 4of 6 . 3/12/2018.9]4&M Florida Building Ccde Online I https://floridabuilding.org/pr/pr_app_dti.aspx?para... A-VX,,W i,&NLe5g4OVntd... Approved for use outside HVHZ: Yes. ,.2017-10-06 odf Impact Resistant: No FL12231 R4 II Vinyl-Siding-Installation-Manual-2017 Ddf Design Pressure: +N/A/-72 Verified By: NTA, Inc. Other: Design pressure varies based on the installation method. Please Created by Independent Third Party: Yes refer to the evaluation report for the proper design pressure based on Evaluation Reports the installation. ':' FL12231 R4 AE Evaluation Report STCi 11111-8 2017-10-06 odf .............. ._._....... ,....... ._......... j Created by Independent Third Party: Yes 12231.9 --- LTlmbermill Log Cabin Panel Siding ;Cabin Board (56.5) Configuration Limits of Use ... ,.-.. .- .._ ....... .,. .. ..... Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-100 Other: Design pressure varies based on the installation method. Please refer to the evaluation report for the proper design pressure based on the installation. i . I...... .-.-... ........ ..... . _._.. 11 12231.10 Timbermill Vertical Siding j Limits of Use Approved for use in HVHZ: No I Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-57 Other: 10" oc into OSB sheathing Installation Instructions FL12231 R4 II Installation Instructions Attachment' Details 2017-10-06 Ddf PL12231 R4 II Vinyl-Siding-Installation-Manual-2017.pdf I Verified By: NTA, Inc. Created by Independent Third Party: Yes Evaluation Reports FL12231 R4 AE Evaluation Report STC111111-8 2017-10 06.pdf j Created by Independent Third Party: Yes DS Configuration j Installation Instructions FL12231 R4 II Installation Instructions Attach merit IDeta!Is i2017-30-06.Ddf T- :' FL12231 R4 II Vinyl-Siding-Installation-Manual-20117odf Verified By: NTA, Inc. Created by Independent Third Party: Yes Evaluation Reports FL12231 R4 AE Evaluation Report STC111111-8 2017110-06 odf Created by Independent Third Party: Yes 8ackl fNext, Contact Us :: 2E01 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. 99.p ht 2007-2013 State f Florida :: Privacy Statement :: Accessibility Statement :: Refund Statemee I Under Florida law, email addresses are public records. If you do not want your a -mall atltlress released In response to a public -records request, do not send electronic mall to this entity, Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective dctober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address d they have one. The emalls provided may be used for official communicatbn 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 if you are a licensee under Chapter 455, F.S., please click here. i Product Approval Accepts: W i*_l ecf cY, iv.,r 5 of 6 3/12/2018. 9:14 AM Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OVntd... M a t%MCPRICa,:k 9 6 of 6 1 3/ I2/201 R. 9:14 AM Installation Instructions: Attachment Details TO bit Ad e 1. Allow able measures•• Allowable Pressure' t (psf) Product Name Additional Product TypicaThickness Nails' Stepless Names Nam Profile Thickness (In.) i6"so 12"ac 8"ge 16"oc. 8'oe Pro Pride --- DL4.5 0.038 76 144 69 160 7W DuraSpan ProspaPremium DS 49 psf, 12' oc into OSB sheathing ... "-- (vertical application) neer Pioneer 0.040 T4 37 list, 12' oc Into OSB ' sheathing -" -" Fairfield Alpine Ridge or 04,1014 120 --- 170 78 Rldgeview 0.044 D5, DU 59 --- 122 59 --- Select Series Beaded Siding Lexington Series Beaded 0 044 74 --- --- 6.5 -- -- Select Series Board Lexington Series, Board and and Batten Board and Batten Batten 0.048 50 --- 45 _ Spiegel Grove or D4, DL4, Harbour Crest Addison Heights or 131-4.6, D5, 0,040 74 __ 174 108 ___ Sawmill DLS, T3.33 165a Bristol Bay D4, DL4 120 --- 170 76 Oak Harbor Town-" Town Square 0.042 OL D5, D1-LS 59 --- 122 59 -- Timbermill Log Cabin Cabin Panel "- Board 0.042 100 _. - (S6.5) Timbermill ... D4 0.042 100 "" S7 72 --- 132 Timbermill (vertical application) IDSOD42 57 list, 10' on Into OSB ___ -- ' Armable pressure determined In accamance with A5TId D3079 11 A sheathing . me mgly, allmvable lest pressulxwere calculated using the fallowing equation ON = P,1(0.36x L$), where R is the averzge. static test pressure. ' ' Allowable pressure applies to the siding only. The strength of the structural sheathing, framing, and ins withdrawal strength of the specified connectors In the structural framing must be designed in accomance with accepted engineering prWice by a registered design professional. ' Rarer to Section 5.4 for fastener requirements and referenced lest reaches for additional details of installation. ' Second value is for Double Stapled at 16-oc. `\\\\\11111111/7 G ..•'• Tp 7j74 ` ,�'��• •\ S . 0, NITA, Inc.,.105 N Oakland Ava - .r." • V F ".•((1 % Nappanee, Indiana 46S50 .k� No 63511 Enelieetlna COA No. 6463 _ * .•* m... ahP -le piP mesanea e.a �.aw en.re e�amry.. nprAierup seep .uwen• ee OFW4 i:—l-aaaabS E n,.. 11, O.nnrau` '� •. 10109117 t� 4775 � Q NA L ..,... 1. The product illustrated satisfies the requirements for the Florida Building Code Sixth Edition (2017) NOT including HVHZ. 2. The installation drawings depicted are in accordance with the Florida Building Code and the manufacture's installation requirements. 3. The products must be installed over a minimum 7/16" wood structural panel sheathing (Plywood or OSB) with an approved weather resistive barrier placed under the siding 4. Flashing must be installed as necessary at all openings, penetrations or abutments of dissimilar materials as required by the Building Code. 5. Wood framing installations are assumed to be 2X S-P-F (G= 0.42) or denser. For installation into wood framing use 1-1/2" long 11 Gauge roofing nails Or 7116" X 1-1/2" long X 16 gauge staples 6. The fastener must be able to penetrate not less that % inch into the framing or furring. A 1/16 to 1/32-inch space shall be between the fastener head (nail or staple) and the face of the vinyl nailing hem, so as not to restrict movement due to expansion and contraction. ``�G:.,�1 7'O"It ,/ 7. Corrosive resistant fasteners shall be used. �Q`' G E N 3 Q nrA, Inc.. ]ose ozgona Av. EnBooaang COA No. 9463 No 63511 t * e �--- ii=swee. i+— �11J. ^w`"`va �..am^.o-i.m.e u,.. poA.p ein.w.nnam^i`os $ EOr :`j: .mN, n atnn n11MMo-o oe m "INI,1.,n Wall Width - --- - - t- RE OF '09117 R J �. AL' 1111111 4G SFF WOOD FRAMING TV 00 (m.) ]/IE' SNGThIING (RLYNOOD OR O5p NOISNRE WRIER MNY1 SIDING FA EN[HS (SU NOTE CNRRf ON 1 SECTION B-B STYLE CREST, INC. i+ud.�`om uw VINYL SIDING Florida Building Code Online ' Page 1 of 6 Professianalp Regulation # a��# . °�• -_ ;¢. e...• wrR xouEAepvr:oePa opnaorclnops� cowuttoaPa bpr a — Product Approval t�e USER _PuOlic User Product Appmval Menu > Pmdud or Apphawn Search > Application List > Applimtlon Derail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL16546-R9 Revision 2017 Approved 0 Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterf'ield@dopay.com Scott Hamilton shamilton@clopay.com Exterior Doors Sectional Exterior Door Assemblies SCANNED BY St. Lucie County RECEIVED APR 0 8 1019 Permitting'Departrpent St. Lucie County Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Scott Hamilton PE-63286 Intertek Testing Services NA) Inc. - QA Entity 12/31/2020 i Gary Pfuehler © Validation Checklist - Hardcopy Received FL16546 R9 COI Certification of Independence of Validation Entity - Gary Pfuehler 2016-02-19.pdf FL16546 R9 COI Statement on Independence of Evaluation Entity- ScottHamilton 2016-02-19.odf Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2wd/`2bn... 4/ 17/2018 Florida Building Code Online Page 2 of 6 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 Florida Licensed Professional Engineer or Architect FL16546 R9 Eau'Equiv 20170809 - FBC - DASMA 108 eau v odf FL16546 R9 Eauiv 20170809 - FBC - DASMA 115 eauiv.odf Method 1 Option D 08/10/2017 08/14/2017 08/16/2017 10/10/2017 10 0 Pagel/ 30 0 FL # Model, Number or Name Description 16546.1 01 W5-16-HY PAN-2F153/6: 73, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 1500, 75, 76, 190, 84A, 94, 42, WINDCODE® W5 Garage Door 42B, 48, 48B, 55, 4F, 4RST, 6RST, 4RSF, 6RSF, GDSS, GD5SV, GRSS, GR5SV, AR5S, ARSSV, ED5S, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R9 11 101922-A-Revl5.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +32 PSF/-32 PSF Evaluation Reports Other: Solid doors (no glazing) or doom with optional FL16546 R9 AE CBPC 131211-A.odf Impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No Impact). 16546.2 02 W5-16-HY PAN-21F153/6: 73, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 1500, 75, 76, 190, 84A, 94, 42, WINDCODE@ WS Garage Door 42B, 48, 488, 55, 4F, 4RST, 6RST, 4RSF, 6RSF, GDSS, GD5SV, GRSS, GR5SV, AR5S, ARSSV, ED5S, EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R9 II 101922-B-Revl5.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +32 PSF/-32 PSF Evaluation Reports Other: The standard glazing available for this product FL16546 R9 AE CBPC 131211-A odf meets the wind load requirements of the building code but Created by Independent Third Party: No DOES NOT meet the impact resistant requirement for windborne debris regions. 16546.3 03 W8-16 PAN-2F443: GD4S, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) GR45, ED4S, AR4S Double -Car (9'2" to 16'2" wide) WINDCODEO W8 Garage Door with Optional Impact -Resistant Utes Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16546 R9 II 104791-RevOS.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-52 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no FL16546 R9 AE CBPC 131211-A.Ddf glazing) or doors with optional impact -resistant glazing are Created by Independent Third Party: No impact -resistant (large missile impact). 16546.4 04 W6-16 PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) 75, 190, 84A, 94, 42, 42B, 48, WINDCODE® W6 Garage Door with Optional Impact- 48B, 55, 4RST, 6RST, 4RSF, 6RSF, Resistant Lites GDSS, GD55V, GR5S, GR5SV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16546 R9 11 104710-A-RevO3.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgqu2wb/b2bn... 4/17/2018 Florida Building Code Online Page 3 of 6 standard glazing) are impact -resistant (large missile FL16546 R9 AE CBPC 131211-A odf Impact). I Created by Independent Third Party: No 16546.5 05 W6-16 PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (92" to 16'2" wide) 75, 190, 84A, 94, 42, 48, 55, WINDCODE® W6 Garage Door 4RST, 6RST, 4RSF, 6RSF, GOSS, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ: No - FL16546- R9 II-104710-B-RevO3,pdf - - -- Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: The standard glazing available for this product FL16546 R9 AE CBPC 131211-A.odf meets the wind load requirements of the building code but Created by Independent Third Party: No DOES NOT meet the impact resistant requirement for windborne debris regions. 16546.6 06 W6-16 PAN-21`156: 76, 2RST Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) WINDCODEO W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16546 R9 II 104710-A-Rev03.odf i Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no FL16546 R9 AE CBPC 131211-A.odf standard glazing) are impact -resistant (large missile Created by Independent Third Party: No impact). 16546.7 07 W6-16 PAN-21F156: 76, 2RST Steel Pan (min. 25 ga.) Double -Car (9'2" to 162" wide) WINDCODEO W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R9 It 104710-B-Rev03.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: The standard glazing available for this product FL16546 R9 AE CBPC 131211-A.pdf meets the wind load requirements of the building code but Created by Independent Third Party: No DOES NOT meet the impact resistant requirement for windborne debris regions. 16546.8 5-16 PANSP-2F153/6: 73SP, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0' wide) P, GD5SSP, GD5SSPV, 76SP, r76VSP WINDCODE(D W5 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R9 II 104818-A-RevOI-sianed.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +32 PSF/-37 PSF Evaluation Reports Other: Solid doors (no glazing) or doors with optional FL16546 R9 AE CBPC 131211-A.odf impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No impact). 16546.9 09 WS-16 PANSP-21`153/6: 73SP, Steel Pan (min. 25 ga.) Double -Car (92" to 16'0" wide) 15SP, GD5SSP, GD5SSPV, 76SP, WINDCODE@ WS Garage Door 76VSP Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R9 II 104818-B-RevOl-sianed.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +32 PSF/-37 PSF Evaluation Reports Other: The standard glazing available for this product FL16546 R9 AE CBPC 131211-A.odf meets the wind load requirements of the building code but Created by Independent Third Party: No DOES NOT meet the impact resistant requirement for windborne debris regions. 16546.10 So W6-09 DSIE-1A171: 2050, Double -skin Insulated EPS (exterior skin 27 ga, min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Single -Car (up to 9'0" wide) 64, 65, 62G, 621-G, 64G, SDP38, WINDCODE® W6 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16546 R9 11 104814-A-Rev00.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V-ult): 170 MPH. Solid doors (no FL16546 R9 AE CBPC 131211-A.odf glazing) are impact -resistant (large missile impact). Created by Independent Third Party: No https://www.floridabuilding. org/prlpi_app_dtl.aspx?param=wGEVXQwtDgvgqu2w°/d2bn... 4/ 17/2018 Florida Building Code Online - Page 4 of 6 16546.11 11 W6-09 DSIE-IA171: 2050, Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, Interior skin 29 ga. min.) Single -Car (up to 9'0" wide) 64, 65, 62G, 52LG, 54G, SDP38, WINDCODE@ W6 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R9 II 104814-B-ReV00.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design-Pressure;+36 PSF/-44-PSF - Evaluation Reports - - - Other: The standard glazing available for this product FL16546 R9 AE CBPC 131211-A pdf meets the wind load requirements of the building code but Created by Independent Third Party: No DOES NOT meet the impact resistant requirement for windborne debris regions. 16546.12 12 W6-09 DSIU-SF471: GD2SU, Double -skin Insulated Intellicore (exterior skin 27 ga. min.; GR2S11, GD2LU, GR2LU, AR2SU, Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) ARKU, ED2SU, ED2L1J, 9202, WINDCODEO W6 Garage Door with Optional Impact- HDPC20, 7202, 8202, MFC681J, Resistant Lites 9205, HDPR20, 7205, 8205, MFRfi8U Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16546 R9 11 104432-A-Rev05.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no FL16546 R9 AE CBPC 141219-B.odf glazing) or doors with optional impact -resistant glazing are Created by Independent Third Party: No Impact -resistant (large missile impact). 16546.13 13 W6-09 DSIU-1F471: GD2SU, Double -skin Insulatetl Intellicore (exterior skin 27 ga. min.; GR2SU, GD2LU, GR2L1J, AR2S1J, Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) AR21-1.1, ED2SU, ED2LU, 9202, WINDCODEO W6 Garage Door HDPC20, 7202, 8202, MFC68U, 9205, HDPR20, 7205, 8205, MFRfi8U Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R9 II 104432-B-Rev05.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16546 R9 AE CBPC 141219-B.odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No Impact resistant requirement for windborne debris regions. 16546.14 14 W6-16 DSIU-IF471: GD2SU, Double -skin Insulatetl Intellicore (exterior skin 27 ga. min.; GR2SU, GD21_1I, GR2LU, AR2SU, Interior skin 27 ga. min.) Double -Car (9'2" to 16'2" wide) AR2L1J, ED2SU, ED2L1J, 9202, WINDCODE® W6 Garage Door HDPC20, 7202, 8202, MFC68U, 9205, HDPR20, 7205, 8205, MFRfi8U Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16546 R9 11 104820-A-Rev03.udf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no FL16546 R9 AE CBPC 141219-B.odf glazing) or doors with optional impact -resistant glazing are Created by Independent Third Party: No Impact -resistant (large missile impact). 16546.15 15 W6-16 DSIU-117471: GD2SU, Double -skin Insulated Intellicore (exterior skin 27 ga. min.; GR2S1J, G02LU, GR21_U, AR2SU, Interior skin 27 ga. min.) Double -Car (9'2" to 167' wide) AR2LU, ED251J, ED2L1J, 9202, WINDCODE® W6 Garage Door HDPC20, 7202, 8202, MFC681J, 9205, HDPR20, 7205, 8205, MFR68U Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R9 11 104820-e-Rev03.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16546 R9 AE CBPC 141219-B odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16546.16 16 W6-18 DSIE-1F471: GD2SP, Double -skin Insulated EPS (exterior skin 27 ga. min.; GR2SP, GD2LP, GR2LP, AR2SP, interior skin 27 ga. min.) Double -Car (16'4" to 187' wide) AR21_P, ED2SP, ED2LP, 4302, WINDCODEO W6 Garage Door with Optional Impact- HDGC, 6202, MFC68, 4305, HDGR, Resistant Lites 6205, SFR68, MFR68 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w`/`2bn... 4/ 17/2018 Florida Building Code Online - Page 5 of 6 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16546 R9 II 104810-A-ReVO4-sianed.odf Approved for use outside HVHZ: Yes Verified By:,Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no FL16546 R9 AE CBPC 141219-B.odf glazing) or doors with optional impact -resistant glazing are Created by Independent Third Party: No impact -resistant (large missile impact). 16546.17 16 W6-18 DSIE-11F471: GD2SP, Double -skin Insulated EPS (exterior skin 27 ga. min.; _ GR2SP, GD2LP, GR2LP, AR2SP, interior skin 27 ga. min.) Double -Car (164" to 18'2" wide) AR2LD, ED2SP, ED2LP, 4302, WINDCODE6 W6 Garage Door HDGC, 6202, MFC68, 4305, HDGR, 6205, SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVNZ: No FL16546 R9 II 104810-8-RevO4-sioned.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16546 R9 AE CBPC 141219-B.Odf requirements Of the building code but DO NOT meet the Created by Independent Third Party: No Impact resistant requirement for windborne debris regions. 16546.18 IS W6-18 DSIU-1F471: GD2SU, Double -skin Insulated Intellicore (exterior skin 27 ga. min.; GR2SU, GD2LU, GR2LU, AR2SU, interior skin 27 ga. min.) Double -Car (16'4" to 18'2" wide) AR21-1.1, ED2SU, ED2LU, 9202, WINDCODEB W6 Garage Door with Optional Impact- HDPC20, 7202, 8202, MFC6811, Resistant Lites 9205, HDPR20, 7205, 8205, MFR68U Limits of Use Installation Instructions Approved for use in HVNZ; Yes FL16546 R9 II 104821-A-RevO3.Odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no FL16546 R9 AE CBPC 141219-6DdF glazing) or doors with optional impact -resistant glazing are Created by Independent Third Party: No impact -resistant (large missile impact). 16546.19 19 W6-18 DSIU-1F471: GD2SU, Double -skin Insulated Intellicore (exterior skin 27 ga. min.; GR2SU, GD2LU, GR2LU, AR2SU, interior skin 27 ga. min.) Double -Car (16'4" to 187' wide) ARKU, ED2SU, ED2LU, 9202, WINDCODE@ W6 Garage Door HDPC20, 7202, 8202, MFC681.1, 9205, HDPR20, 7205, 8205, MFR68U Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R9 II 104821-B-Rev03 Odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16546 R9 AE CBPC 141219-B.odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16546.20 20 W8-09 DSIU-1F471: GD2SU, Double -skin Insulated Intellicore (exterior skin 27 ga. min.; GR2SU, GD2LU, GR2LU, AR2SU, Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) AR2LU, ED2SU, ED2LU, 9202, WINDCODr@ W8 Garage Door with Optional Impact- HDPC20, 7202, 8202, MFC68U, Resistant Lites 9205, HDPR20, 7205, 8205, MFR68U Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16546 R9 11 104435-RevO$ odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +54 PSF/-60 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no FL16546 R9 AE CBPC 141219-B.odf glazing) or doors with optional impact -resistant glazing are Created by Independent Third Party: No impact -resistant (large missile impact). Go to Page �i�i Q Page 1 / 3 d Foal Nert I Contact s::2601 Blair Stone Road Tallahassee FL32399 Phone:850-487-1874 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Horda :: Privacy Statement:: accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records racialist, do not send electronic mail to this entity. Instead, contact the ofOcs by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'Pursuam to section 455.275(1), Florida Statutes, effenive October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Depa nment with an email address if May have one. The ¢mails provided may be used for omdal communication with the licensee. However email addresses are public record. If you do not wish to https://www.floridabuilding. org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgvgqu2wd/d2bn... 4/ 17/2018 Florida Building Code Online Page 6 of 6 supply a personal address, please provide the bepartment with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click bs . Product Approval Accepts: M ®®ZR Credit Card Safe https://www.floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bn... 4/17/2018 I9J e I A 40 ' 'CLASSIC' RAISED PANEL EMBOSS DOORS MODELS 24 25 GA 24 GA CLDPAY 84A, k25 76, 75L 98 IDEAL 4RS 2RST 4F HOLMES 48, -- -- SHORT LONG FLUSH 3 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS NODELS ' 1 25 GA CLOPAY 'GALLERY' GD5S, GR5S HOLMES 'ARTISTRY' AR5S IDEAL 'CARRIAGE HOUSE' EDSS SHORT PANEL 2 SHEET- - 1 OF 4 REV. NO. ZONE: DATE: 03 - 6/24/' A "CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC`— r LONG PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS. I-1 I� i tt-I I -I t �� ����{�������� 'via • 1� ttt�tt� ►ttt�tt� � tttt�- DOOR HEIGHT OF SECTIONS UP TO 7.0- 4 7'3- TO 8-9- ( 5 9'0' TO 10'6- i 6 10'9' TO 12'3' 7 12'6' TO 14'0' B 14'3- TO 15'9" 9 16'0' IO MAX SECTION HEIGHTt 21- `,J�O�S HAIy/� O . �`•` 6� �G ENS �?' �* Q 6 2 : mot! O STATE IF t � �i��•�� O R DESIGN ENGINEER: SCOTT HAMILTON. P.E. OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. ONLY SHORT - GLAZING IS APPROVED. SEE SECTION B-B ON SHEET TWO FOR DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.) � VIEW "B" (SEE SHEET THREE). VIEW "C" (SEE SHEET THREE). 16 GA. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM (TOP, BOTTOM & CENTER)- ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG-L-LOC SYSTEM. TWO POINT LOCKING INTO TRACK. 1-------+— A L OPTIONAL OUTSIDE KEYED LOCK POSITION. IN R TOP BRACKETS USED AS INNEP. BOTTOM BRACKET. MAX. DOOR WIDTH = 16"-2" (1) 3-IN ROLLER CARRIER (P/N INSIDE ELEVATIONS 0120394) USED WITH 3" TRACK. LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. 'CLASSIC' RAISED PANEL EM30SS DOORS SHORT PANEL LONG PANEL DOM WIDTH e OF INTERM. STILES [PER SECTION) DOOR WIDTH a OF STD 1N.TERM. STILES IPER SECTION) DF CORM. INTERM. STILES (PER SECTION 92• TO 910' 3 92' TO IT2' I 2 1000' TO I1.100 4 11.4. 10 1m10't 2 3 12.0' TO 1310' 5 IS-G' TO 16'2'1 3 4 14.0• TO 15'IG' 6 SEE NOTE 3EL0V REGARDING EXTRA STILES GN LONG PANEL DOERS. 1610' TII 162' 7 EXTRA STILES FOR LONG —PANEL MODELS. ADDITIONAL 18 G4 COMMERCIAL NITRIC STILES REQUIRED AS NOTED ON THE TABLES ABOVE. THESE COMMERCIAL CENTER STYLES ARE ATTACHED MIDPOINT BETWEEN THE EXISTING RESIDENTIAL CENTER STILES. COMMERCIAL CENTER STILES ARE �j' ATTACHED VATH TOG—L—LOC (TOP & BOTTOM) OR (4) 3/16" POP RIVETS OR (4) $8 SHEET METAL SCR£L9S. *t 0 3 'CARRIAGE HOUSE' RAISED PANEL EM1YGSS DOORS SHORT PANEL DOOR VIDTH 0 GF INTERA_ STILES ER SECTION) 9.2- TO 10.0- 3 10'2' TO 11'4' N/A 11'6' TO 14.6• 5 14'8' TO 16'2' 7 REVISIONS ECN NO.I APPVD: DESCRIPTION 3 I - I SH I ADDED LONG PANEL OPTION. ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG-L-LOC (TOP & BD-1) AND URETHANE ADHESIVE (ALONG CENTER). EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR COM,MEP.CI.AI (LONG PANEL). SEE TABLES BELOW. 1� GLAZING SHOWN IN TOP SECTION. �ltttttlt� ���� •-tttttt� ���� SLIDE BOLT LOCK ENGAGES INTO END VERTICAL TRACK. STILE. ONE LOCK ON EACH SIDE OF OUTSIDE DOOR. KEYED HANDLE. INSIDE SLIDE BOLT LOCK OPTION. THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED BUILDING, 2) DOOR HAS 2- OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE. AND 4) TESTING IN ACCORDANCE WITH AN51/DASMA ma. SITE -SPECIFIC CALCULATIONS BY A QUALIFIED DESIGN PROFESSIONAL MAY DIFFER. ULTIMATE WIND 155 160 170 180 195 SPEED "WHY EXPOSURE B. C. D B, C, D B, C B, C B CATEGORY MEAN ROGF HEIGHT 25' 15, 25' 15, 30' 2 SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. END STILE. `INSIDE HANDLE OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION_ +36.0 Unless Staled Otherwise TOLERANCES are .0 = t.03T .00 = t.OL5 .000 = t.005 .0000 = ±.001 Degrees = tl/2' Unless Stated Otherwise DIMENSIONS ARE IN INCHES. FLORiDA P.S.F. & -42.0 P.S.F. S.F. & -63.0 P.S.F. SCANNED BY END St. Lucie County t STILE. OUTSIDE I 1 I HANDLE. LOCK BAR ENGAGES Il• TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WITH LOCK BAR LOCKING. Clopay&585 rd Moso Duke Boul5040 SA Ihl- No 51 -770- 800 Tel. No. 513-770-46C0 Batting Products mpony Far No. 513-770-4853 DESCRIPTION: 2" STEEL PAN DOORS 16 DRAWN BY: SH DATE: 11/19/1 CHECKED BY: SH I DATE: 11/20/1 PANEL: PART NO.: N/A VINDLOA➢ RATING W6 DP36T "W (SEE TABLE FOR MODELS SCALE: NTS DWG. SHEET t OF 4 SIZE DWG. NO.: 104710-A/B I VER: IBC p ODUCT APPROVAL 16546 D C i 0 .0 3 2 I . 'CLASSIC' RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 25 GA 1 24 GA CLOPAY 84A, 94 73, 75 76, 75L 98 IDEAL 4RST 6RST 2RST 4F HOLMES 48, 48B 42, 423 -- -- SHORT LONG FLUSH 'CARRIAGE HOUSE' RAISED PANEL EM3OSS DOORS SHEET. REVISIONS MODELS 25 GA 2 OF 4 REV NO ZONE' DATE' ECN NO APPVD: DESCRIPTION CLOPAY 'GALLERY' GD5S, GR5S 03 k - - , - SH SEE REVISION HISTORY ON SHEET ONE. HOLMES 'ARTISTRY' AR5S IDEAL 'CARRIAGE HOUSE' ED5S SHORT PANEL SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZLNG ARE I1,4PACT-RESISTANT. OPTIONAL INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 1BC/FBC 2606 AND AN APPROVED CI PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. SECTION B-B (IMPACT -RESISTANT GLAZING OPTION) C /-_�,.DETAIL 'D' OPTIONAL DECORATIVE SNAP -IN INSERT_ IMPACT RESISTANT 1 ONE-PIECE INJECTION MOLDED GE LEXAN B SLX2432T FRONT FRAME & GLAZING, NO %ci ��GENg'• •2 *• N : *53 �'. STATE OF %O�t �4 O R 1 B ��91 /ONAt- *%% DESIGN ENGINEER: SCOTT HAMILTON. F.E. MULTIPURPOSE HIGH BOND TAPE (BETWEEN FRAME AND FACADE). DECORATIVE FRONT FACADE. STRUCTURAL SILICONE SEALANT (BETWEEN STEEL SKIN AND FRAME). POLYSTYRENE RETAINER FASTENED TO FRAME WITH (10) Q8 x 3/4" PAN HEAD MACHINE SCREWS. IMPACT -RESISTANT ASSEMBLY DETAILS DRAWING 104710-A OPTIONAL DSB OR 1/8" ACYRUC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PLASKOLFTE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. THE ENTIRE DOOR ASSEMBLY INSTALLED IN CO+APLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REOUIREMENT FOR WINDBORNE DEBRIS REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B-B (NON -IMPACT RESISTANT GLAZING OPTION) FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN IMPACT-RES1STVIT FRAME. GLAZING , MOLDED INSIDE J/ LITE RETAINER. #Sx3/4" PAN HEAD SCREW (10 SCREWS PER LITE). STANDARD ASSEMBLY DETAILS DRAWING 104710-B SHORT PANEL: PAN-2F153 LONG PANEL: PAN-2F156 DESIGN LOADS: +36.0 P:S.F. & -42.0 P.S.F. PART NO.: N/A TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. Unless StoiM Otherwise m ck pay 8585 Duke 8culevcrd OHNDLQAD RATING TOLERANCES are Tel. No O1 45040 It.A W 6 D P 3 6 T Tel. n. H 45040 USA .0 = ±.031 BmICng Products Compaq Fax No. 513-770-4953 .GO = ±.015 DESCRIPTION: 2- STEEL PAN DOORS 16'2"W (SEE TABLE FOR MODELS .000 = ±.005 DRAWN BY: SH DATE: 1t/t9/t SCALE: NTS DWG. .0000 = ±.001 Degrees = ±1/2' CHECKED BY: SH [DATE- 11/20/S SHEET 2 OF 4 SlZE Unless Stcted Otherwise DmENSIONS ARE IN INCHES. DWG. NO.: 104710-A/8 VER: IBC 2 F L 0 G�0®A p 00uC T /QppM@MaL INN C 0 A 4 3 2 C 0 ' 'CLASSIC' RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 25 GA 24 GA CLOPAY 84A. 44 73, 75 76, 75L 98 IDEAL 4RST 6RST 2RST 4F HOLMES 48, 48B 42. 42B -- -- SHORT LONG + FLUSH NOTE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE\%ND LOAD RATING OF THIS DOOR. 1 2" TRACK CONFIGURATION T DOORS UP TO 80D LBS. s If 0 n 0 i z z z 01 i 3" TRACK CONFIGURATION DOORS 8130 LBS AND OVER. DESIGN ENGINEER: SCOTT HAMILTON, P.E. 4 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS 25 GA CLOPAY 'GALLERY' GD5S, GR5S HOLMES 'ARTISTRY' AR5S IDEAL 'CARRIAGE HOUSE' ED5S SHORT PANEL COUNTERBALANCE SYSTEM 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO JAMB WITH (3) 5/16- X 1-5/8' LAG SCREWS AND TO TRACK WITH (2) 1/4" RIVET& AS ROD: SPACING- NTE 14" D.C. 63 2" GALV. STEEL TRACK, /' TRACK THICKNESS: 0.083 im 38" TYP. 2-1/2" X 12 GA GALV. STEEL TRACK BRACKETS. ATTACHED TO JAMB WITH (1) 24" 5/16" X 1-5/6" LAG SCREW PER TRACK BRACKET. TO" 3-1/2" SHEET= 4. OF 4 REV_ NO. ZONE: DATE: 03 — — HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUITJC.14. J.8 CONFIGURATION DOOR _ DOORS UP TO 800 LBS_ NOTE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE 'A7ND LOAD RATING OF THIS DOOR. CENTER HANG REQUIRED FOR DOORS OVER 8" HIGH. 7 3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK l -THICKNESS: G.101". ANGLE THICKNESS: 0.080-. MIN. ANGLE DIMENSIONS- 3-1/4" x 2-7/8". ,_VERTICAL/HORIZONTAL TRACK 1:4" MAXIMUM SPACING JUNCTION. TWO 1/4" BOLTS FROM LAST MOUNTING & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ADDITIONAL MOUNTING SLOTS SPACED AT 12" CENTERS. I �12" ON CENTER :s- 3a" NE. Y<" TRACK BOLT AND NUT AT EACH MOUNTING SLOT LOCATION. 22" 10" 1/2" DOOR HEIGHT VERTICAL TRACK LENGTH 7'-0" 72 W-O" 84" 9'-D" 4-6 10'-0 108" T2'-O' 132" 14'-0' 156" 10-O ISO - 3 1" DOOR OVERLAP (EACH SIDE) 2x6 SYP WOOD JAMB. SEE "JAMB PREPARATION NOTE". 2-1/2" X 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS WITH 5/6" X 1-5/8" LAG SCREWS NOT TO EXCEED 14- ON-CENTER- MIN- OF (9) LAG SCREWS REQUIRED PER JAMB. 2" GALV_ STEEL TRACK FASTENED TO 12 GA GALV STEEL. TRACK BRACKETS WITH EITHER (2) 1/4" DLA RIVETS OR (1) 1/4" X 5/8- BOLT & NUT PER TRACK BRACKET. REVISIONS I NO. APPVD: DESCRIPTION SH SEE REVISION HISTORY ON SHEET ONE. I - STOP MOULDING BY DOOR INSTALLER (TO SUIT). 06 GA. GALV, STEEL END STILE. 18 GA GALV. STEEL DOUBLE END STILE. 20 GA. MIN, GALV. STEEL INTERM. STILE. 18 GA GALV, STEEL INTER. HINGE FASTENED TO CENTER STILE W/(4) EACH OA14x518" SHEET METAL SCREWS_ 7/1C I.D. ROUND PUSH NUT FASTENER. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH (1i4x5/8" SHEET METAL SCREWS AND (2) 1/4° SELF TAPPING .SCREWS PER END HINGE. C 2" DW 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. SECTION C-C LHR BRACKET (2-1/2" x 5-3/4" x 12GA) PREPARATION OF JAMBS BY OTHERS = ATTACHED WITH (2) 1/4" x 3/4" SELF TAPPING SCREWS. NOTE THAT LHR BRACKETS ARE ALSO USED WITH "DOUBLE END STILE" AS SHOWN IN ZONE H-3 S:1EET 1. DOUBLE TRACK JAMB CONFIGURATION LOW HEADROOM OPTION DOORS 800 LBS AND OVER- (AVAIL FOR BOTH 2- AND 3" TRACK) DOUBLE HORIZONTAL TRACK. 1" DOOR OVERLAP (EACH SIDE) --j (�- 2x6 SYP WOOD JAMB. SEE "JAMB PREPARATION NOTE". ..: HORIZONTAL TRACK SUPPORT BY DOOR. INSTALLER (TO. SUIT). 3-1/4" x 2-7J8" MIN, x Ofl80" TAPERED ANGLE. SEE LAG BOLT MOUNTING BELO%% x 0.101" THICK 3" GALV. STEEL TRACK FASTENED TO TAPERED ANGLE. TRACK ATTACHED TO TAPERED ANGLE WITH ONE 1/4-4/8" BOLT & NUT AT EACH .VAUNTING SLOT. ONE 5/16" x 1-5/8- LAG SCREW SPACED AT THE SAME DISTANCES AS THE TRACK BOLTS (LE. 3-1/2". 10% 22% 34". 46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16% 28 & 40- FROM BOTTOM_ Two LAG SCREWS ALSO LOCATED ABOVE VERTICAL/HORIZONTAL TRACK JUNCTION. STOP MOULDING BY DOOR INSTALLER (TO SUIT). -16 GA GALV. STEEL END STILE.. --1a GA. GALV. STEEL DOUBLE END STILE. 20 GA. MIN. GALV. STEEL INTERAL STILE. 18 GA. GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W/(4) EACH f14x5/B" 7/76` UND SHEET METAL SCREWS. PUSH NUT C\ CD 14 GA GALV. -STEEL ROLLER HINGES FASTENED TO END STILES W/(4): EACH #14x5/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. L- 3" DIA B-1/2" LONG STEM BALL BEARING STEEL ROLLER. SECTION C-C Unless Stated Other..is! TOLERANCES are .0 = i .031 00 = t.015 _000 = 3.005 .OG00 = 3.D01 Degrees = 31/T Unless Stated Othernise DIMENSIONS ARE: IN MCHE 2 FL0ull -`�fl0A P.S.E. & R DESCRIPTION: 2" STEEL DRAWN BY: SH CHECKED BY: SH DWG. NO.: 104710—A/B PART NO,: NIA Duke Boulevard VI N OLDAD RATIND Ix51 -770- USA W 6 D P 3.6 T 513-770-453 r. Si3-770-4853 PAN DOORS 16'2 W (SEE TABLE FOR MODELS DATE: 11/19/1SCALE: NTS DWG. DATE: 11/20/12 SHEET 4 OF 4 ISIZE nxx -0 nPD P[ADVAL 16546 ra m 0 ■ 0 40 'CLASSIC RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 25 GA 24 GA CLDPAY 84A, 94 73, 75 76, 75L 98 IDEAL 4RST 6P,ST 2RST 4F HDLMES 48, 48B 142, 42B -- -- SHORT _ LONG_ FLUSH r- HORIZONTAL (TOP) JAMB (NO LOAD txOM IXYJH) FASTENER TYPE MAX. 0_C. i 2.6 VERTICAL JAMB 3 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS 4 25 GA ri nPAY •GAI I FRY` I GD5S, GR=...S HDLMES 'ARTISTRY' ARSS IDEAL 'CARRIAGE HOUSE' EDSS 11 SHORT PANEL SHEE7 3 OF 4 Rey. 03 JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOTES: L ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SYP (GRADE f2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR, IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +288 LB & -336 I.S. PER LINEAR FOOT OF JAMB, 3. ALL JAMB FASTENERS MAY BE (BUT APE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (&,CRT Tn oc "i Pn rna ATTEruu:vr nF T Arw Amrl r Tn ?•F VFRT1(:AI JAMBS OR SUPPORTING STRUCTURE) MAMMUM ON -CENTER DISTANCE STEEL BETWEEN WASHERS BUILDING TYPE FASTENER TYPE FASTENERS" REQUIRED? BLOCK WALL i 4" x 1-14".MIN. EMBED TAPCON CONCRETE- ANCHOR 7-1/2" 1" O.D. 3000 PSI MIN. CONCRETE - i 4" x 1" MM. EMBED. TAPCON CONCRETE ANCHOR 8-114" 1" O.D- 00 PSI MIN. CONCRETE 3 8" X 1-3/4- MIN. EMBED WEJ-IT ANKH IITE SLEEVE ANCHOR 16-1 INCLUDED 4000 PSI MIN, CONCRETE 3 &"- X -3 4" h11N. EMBED. WE.1-FT ANKR TITE SLF !- ANCHOR 24 INCLUDED WOOD .FRAME SYP 0.55 S t " x 3' LAG SCREW ASTM A307 GRAD A 1-5 8" EMBED INTO STRUCTURE I17-3 4" 1" O-D_ FIRST (BOTTOM)_ ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLEU AT LEAST AS HIGH AS THE DOOR. OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDG£ OF CONCRETE BLOCK: 2-1/2"". EXCLUDING STUCCO THICKNESS. "HAI GEN 6+6 0 DESIGN ENGINEER= SCOTT HAMILTON. P.E. 0 2 11 REVISIONS ZONE' DA7E ECN NO APPVD: DESCRIPTION - - SH SEE REVISION HISTORY ON SHEET ONE. 25 GA. (0.019" WN. THICK) DDS STEEL EXTERIOR SKIN WITH G'-40 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER. PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SHIP LAP JOINTS ' 4.._ 4-1/ VIEW "D" 4" TALL TAPER STRUT. 0.057" MIN. GALV. STEEL. 50 KSL MIN. ,4,14x5/8" SHEET METAL SCREWS 0 0 0 0 00 00 1/4"x3/4" SELF 0 O 0 TAPPING SCREWS. 14 GA. END HINGES 18 GA (MIN.) INTERMEDIATE HINGE VIEW "B" VIEW '"C" 3 —1 1— 2" THICK r, (2) 12 GA. GALV. STEEL TOP ROLLER BRACKETS (2-1/2" x 5-3/8"). EACH BRACKET ATTACHED W/(4) 814x5/8" SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4"xt/2" BOLTS AND NUTS PER BRACKET. 14 GA- MIN. GALV. ROLLER HINGE_ EACH HINGE FASTENED TO END STILES W/(4) r4,'14x5/8- SHEET METAL AND (2) 1/4"x3/4" SELF TAPPING SCREWS. SEE VIEW "B". ONE 4" T-STRUT PER SECTION. (SEE VIEW "D") EACH T-STRUT ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4"0/4" SELF LAPPING SCREWS. SGA MlN. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2);I14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP, SECTION A -A (SIDE VIEW) MANUFACTURIN( SHORT PANEL LONG PANEL: +36.0 P.S.F. & -42.0 P.S.F. Unless StotedRAN Otherwise TOLERANCES ., are = Clopay .O = 1.031 Bmtdmg PProdccts CwTlg4rg DESCRIPTION: 2" .00 = f.015 .000 = t,005 .0000 = +-.0.61 DRAWN BY: SH CHECKED BY: SH Degrees = f 1/2' DWG. NO.: 10471( Unless Stoted Otherwise QmENStous ARE IN mc-e..ES. r FLOO R1D/A PF►OO DUB PART NO.: N/A Duke Boulevard WINDLOAD RATING OF 45040 USA MI 6 D P 3 6 T R. 513a70-4800 D. S13-170-4$53 PAN DOORS 16'2"W (SEE TABLE FOR MODELS DATE: 11/19/12 SCALE: NTS DWG. R DATE: 11/20/12 SHEET 3 OF 4 SIZE B 1TTu MPPF�OO AL 16546 I 0