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I Lag In I User Registration I Hot Topics I Submit Surcharge I Stats 6 Facts I Publications I Contact Us I BCIS Site Map I Links Search I Flontla �Product Approval F' USER: Public User iMN ou ProduK Aoproval Menu > ProduR or Aoolication Search > Application Lis[> Application Detail FL # FL9174-1112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 (330)763-8121 dkornish@wayne-dalton.com Authorized Signature Mark Garon Mark—Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 (850)474-9490 Mark_Garon@Overheaddooccom Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Gordon Thomas Evaluation Report Florida License PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. .5 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL9174 R12 COI Gordon Tomas COI 2017.PDF Standard Year DASMA-108 2012 DASMA-115 2012 Florida Licensed Professional Engineer or Architect FL9174 R12 Equiv WD2017-001R2 Evaluation Report - FL 9174.PDF Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval O1/02/2018 Date Approved 02/13/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 16100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0228-318958-P8S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sipned.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp sianed.odf Impact Resistant: Yes Verified By: Gordon Thomas FLORIDA PE 46718 Design Pressure: +26.90/-30.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0229-318959-P9 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed•pdf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection Supp sjg en d.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes door. 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section, Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 IT 0230-318960-PIO S.pdj Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sicnnedd pdf FL9174 R12 II 324620 P16 Jamb Connection Supp sicned.odf Impact Resistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure: +25.90/-28.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-g" Max height. Max section height 21". Solid only - no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0231-318996-P6 S.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sig0ed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp sjg en d.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes door. 9174.5 5120 / 6100 19100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0234-319022-P6 S.Of Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart signed pdf Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Supp sianed.odf Design Pressure: +43.20/-49.60 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.E 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174.7 15120 / 9100 *0232 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.8 15120 / 9100 #0233 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind - home debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 II 0235-319023-P7 S pdf FL9174 R12 iI 307494 P11 Track Supplement Chartsigned pdf F1,9174 R12 II 319040 Pi Post Istall Instructions signe pdf FL9174 R12 If 324620 P16 Jamb Connection Supp sygned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.131E Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 II 0232-318999-P6 S.pdf FL9174 R12 II 307494 P11 Track Supplement Chart signed.odf FL9174 R12 II 324620 P16 lamb Connection Supp signed.odf Verified By: Gordon Thomas RE. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Installation Instructions FL9174 R12 11 0233-319000-P6 S.pjf FL9174 R12 11 307494 Pll Track Supplement Chart signed pdf FL9174 R12 II 324620 P16 lamb Connection Supp signed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.9 15120 / 9100 #0236 118' Maa x width. top ' Max heig t. ate section.ion height 21". Glazing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: 9174.10 15120 / 9100 #0237 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174.11 15120/5140/6100/9100/9400/9600 #0600 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.12 15120/5140/6100/9100/9400/9600 #0601 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL9174 R12 II 0236-319024-P7 S.pdf FL9174 R12 II 307494 Pll Track Supplement Chart signed prlj FL9174 R12 II 319040 P3 Post Istall Instructions signed.odf FL9174 R12 II 324620 P16 lamb Connection Supp signed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 II 0237-319025-P7 S pdf FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 319040 PI Post Istall Instructions sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection Suppsigned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AF WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9' Max width. 10' Max height. Max section height 24". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 II 0600-319026-PS S.pif F0174 R12 II 307494 Pll Track Supplement Chart slgned.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp signed.od Verified By: Gordon Thomas RE. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIR2 Evaluation Report - FL 9174.13DF Created by Independent Third Party: Yes 9' Max width. 10' Max height. Max section height 24" Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0601-319027-P5 S.Ddf FL9174 R12 iI 307494 P11 Track Supplement Chart sig0_ed pdf Impact Resistant: Yes • Design Pressure: +41.00/-46.30 Other: FL9174 R12 II 324620 P16 lamb Connection Suppdgngd.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/2 140/6100/9100/9400/9600 avai a x wi top ortopin x height. Max sad oeion height 24". Glazing Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 Il 0602-319028-P6 S.odf FL9174 R12 11 307494 P11 Track Sup-plement Chart siened.pdf FL9174 R12 II 324620 P363amb Connection Supp signed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.14 5120/3140/6100/9100/9400/9600 I avai abl' Maxe n top o0 i Max height. Max section. section height 24". Glazing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 II 0603-319029-P6 S.pdf FL9174 R12 II 307494 PSS Track Supplement Chart slgned.pdf FL9174 R12 II 324620 P361amb Connection Supp sianed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report- FL 9174.PDF Created by Independent Third Party: Yes 9174.15 51204 140/6100/9100/9400/9600 avai a x wi top orMax hei fate Max section height 24" Glazing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 If 0604-319030-136 S.pdf FL9174 R12 11 307494 PI1 Track Supplement Chart signed'i f FL9174 R12 II 319040 PI Post Istall Instructions sinned.pdj FL9174 R12 II 324620 P16 lamb Connection Supp sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 118' Max width. 10' Max height. Max section height 24". Glazing #0605 available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. , 9174.17 5120/5140/6100/9100/9400/9600 #0606 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.18 15120/5140/6100/9100/9400/9600 #0609 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 II 0605-319031-PS S.pdf FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 lamb Connection Supp sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports ' FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0606-319032-P7 S odf FL9174 R12 iI 307494 Pll Track Supplement Chart sioned.pdf FL9174 R12 II 319040 PI Post Istall Instructions signed.pdf FL9174 R12 II 324620 P16 lamb Connection Supp sioned.odf Verified By: Gordon Thomas RE. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 R12 II 0609-319035-P6 S.odf FL9174 R12 II 307494 PSl Track Supplement Chartsigned pdj FL9174 R12 Ii 319040 P1 Post Istall Instructions slg0ed.pd FL9174 R12 Ii 324620 P16 lamb Connection Supp-signed.pdj Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0608-319034-PS S.pdj Approved for use outside HVHZ: Yes EL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp sianed.odf Impact Resistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.13DF door. Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0607-319033-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart slgnec1 pdf Impact Resistant: No FL9174 R12 11 324620 P16 lamb Connection Supp sinned odj Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is .Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes door. sack Nett Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 200]-2013 State of Florida.:: Privacy Statement:: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address 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 Sectlon 455.275(1), 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 official 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 avallable to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® r141WFA7 ® °plaid is Credit Card Safe 2 NN1L ON NOW DOOR SIM .1. P NPYJINN OF 0' S.C. MUST WERIAP TDP . OO N .. OF PAN65 WNMUN 7/10- TO NEET NEBAnY PRESSURES RSECO0N 5 BE Cp191R11C. MW FENNO IN ACE PO-VUREWANS FOAM N1911AMR CMNIWIT Bg9E0 l0 ]0 G N.U.NFALFR SIFEL AND A PCLHAUWAIE OR 32 GA STEEL BACNN. NOCM TO HAM: A MWIMUN 1.1 MPFI 5. WE DEEM OF WE SUPPORINC RWJSWRAL gFNFN15 91ALL BE WE RFEFWNBLITY 6 WE PROFESSWWL OF RECORD FOR WE WRINNC OR sRNGTWE AND W ACBORDAxES" CURRENT Innl➢wC MOM FOR WE UOA S USTEO W WE ORWNG. S. MOR .LWB TB M .... STRUCTURAL WAGE LUNSER R. TO. Cpu .. SILENT FOR ATTA. T 10 SL"CAPNG SnNCNRE ]. UMNER OPPBN - .0♦0- MNU NS IN AODEO NINNIES SCFFAED TMEWER MM A MNWUN OF (0) IBNI- MFIERS INSiAIIFD IN WE BOFFIN SF=.. LtlNERs ARE NOT INPACT RESSTANT AND W NOT NEST ENE REWI FOR MNO-BORNE MORS RECIONS, LRN 00 EWMENTOR SIDE M.. RwES E TO BE 1ACRRr .I AT WE CENTLR . OF WE ... N``�IIIE J TK lip N........ok Oi S * t No. 77945 �: T 0, STATE OF <u 1] W NOSE 1] CA RA6 10 GA MIN 16 NO :.(♦) ffCnp! SEE 9YET E FOR U-RAR LOLAn S ON MORS MTN (FINER SECMN WANTITIFS AND SEE NOTE 1 W THIS SNEET FOR �IWO TONS. .R T W. OR JAMB BRACKET SCHEDULE OKR HEIGHT N0. OF SECIIWS B BpAp:ETS (FAIN MNB) 1RAIX TYPE BR1 FRA LYA9JRL9 fRON BOIEW Or WAIX (IIL OINEH9W5 S Y) ]'-0 ♦ 5 p .8.1] p.30.1 R.13-1 /♦ P). 0) .® 7'-0- 11 5 I fAi .B. ID A 3]-] ♦ A. 13 R. 6]-1 4 .9 6'-0' 4 W 5 6 p A. I]- p. 3] .I: ]♦ A. ♦]-1/♦- (q. 8]' 01 6-0' 1 EO S 0 fAT 8 ID A, 31-] ♦ JB 3BJ ♦ .B. 1B- .B. 68- JB NIGN UR 05 PITW 1 1. NOTE BELOW (NA) FREONNO EII MR0T6 JA MOTIEO MB BR CXET ATTAbIm T TO M MTH VRAIX 4-3019/16- EWLT AND NUT. (01) rWOWJIG oINFN90u OFN DIES Wlor WSTAIL JAMB BNAI unTA1LFD IN BIITTENLv SOT. NO AOOmWAL xABDwARE NEFDEO To AnAW TO TMCK All MOOS WIN wW WT ATID/m N" PRW ROMPS USE OF ooNmrMS WA mN SE WINuTIENT IBAIX Pl1ART FOR MTAOS STAMO PRESSURE RATINGS APPROVED SIZES S( Wayne DESIGN (PSF): ♦39.10/-43.]0 MA% MEW: 1B'-O- /�--� QDalton_ TEST (P9F): iD B'-0- OF MM (YES/55.55 IMPACT/CTCl1C HATED (TES/NO): TEE MA% SECIIGN HEIGIT: 34- CF SECTC 6 / GARAGE DOORS OM9W M OVERMAD OqW MODELS 5120/5145/9100/9405/9600 MSST'AmSL°°A..a.A .4 WINDLOAD SPECIFICATION OPTION CODE 0604 (R50) 474-9090 FOR UBR DhNux/OR- i ♦/R9 5 U,'. n]IE NNC PART NO. I REU. 319030 P6 No IRS DETAIL A Puu U-BAR OVE.T WIE.AL DETAIL A / uc irnEws' / RIB AM ME (B) PRE-PUNCIIEO B/16-IW3-i/E• RUSE EACX Mo FACWO UPWARD USED ONLY ON IMPACT 1 MEX EDIT Y NUT nA.ED TO IW AND ATTACH WU END CAP AT EAG1 Mo MM (z) 1/{-la,>/a- CLAMED SECTION - 11 (a) 5/IBvt-5/e• ra mxF.a3Hwr uG scum �' fa) s/le-I ar Sdf OR61NO TOP DF V-BAR SETT COUDID CNNPIA SCREMS BI .. ATTACHED SLREK UYPRIE SCREMS EXHP➢OM U-RAN PLACED yM ((a 1//{-1B/16-10K2-1/Y SUDS TO ENSURE naLFRs DNR REP RR ql MEBOnW ATTTAaco ENO 5E1£ D�LING •MIX BOLT k E (z p NUT INNER POST MODELS 5120/9100 MODEL 6100 0 Mao CLAP AT FACN No WM 1 I-1{vT/B• () /a MROU' BOTH MRauC`1 Doix BAN). BRACXEl AND U- DETAIL E / SEIF OWUMD CP1WTi[ SCREN (5) SECTION DOOR: LOOMED W ME BOIIMI MNM W ME U-BAP DETAIL J MGM (6) Y. TD C. NOTE: DUE i0 CFARANCS (J) 1/a-lav]/O' BFL DRDLND LPoW IfIE NU 00 R9 U-BA0.5 CATEo LOOMED 1 REWIRED i0 WSIALL SGEWS AT ECREW MRU /DDHTONAL AP BRACKET. IN NBB AS WBS WM 61ME U-BARS. SEE ..... _.._ DETAIL s ATTAdUENT NOTES ON WE 91FEi. IB O XINOE AIMALNFD Plo` U-BAR "B" INnCEAL M1X (6) 1/a-ROVS/B• IS AM ATTAON WM (3) ' LMNPTIE SCREM (p CF -.P . =2BMS CRWPME SCRM FAOIdfY AnACNED J OF __ 1XNU PRE-PBNNED HOLES AT EACH INTERMEDIATE .. ARE REIO DISTALLEp WN U FDON (1 MRU OLA"M W TOP 1£IF. AND 1 OF U-BM AND BOTTOMNo. IFAF MBCI 1S Rk10 INSTALLED MO 1 MRU MSB OF U-BAR ARE 1HRU PRE-PUNCNFD NOTE INTEGRAL R® OF SELTWi ' EXCEPNON AT Al LBO ON0 W V-BAR REQUIRING A MAP BRACNEI. (1) NRNOOWN I 1/i-Hv]/B' W DMUG ( pWWN01• III' A SLID, AT FDCEJ,\J��6 M DETAIL C CIbuPTIE SL9EW MLL BE USED ygg5 W/ S/IS / N WIX m �. No. 77(BC5 IT STATE OF S11111,00 AAA B Wu A AMNCM, PE IL 11 nMl n AT Inure p0.gF5S%NAL gDRUAY. PAWOM NA v NxwaD MNSMGICnW DE Mi NA91FR5 STAN /' DETAIL F CONCRETE DETAIL 1. U-BM OYTR WIEWAL Be M NOTCH OOMN TO HEAR PILMIIUN U-qAR ATIACHUFN i NOBS SMN BRACXET AND ATTAM POSE 1. AU-SARO SHALL BE PLACED OKR W7CA&L RIBS AND LL 1HhU END CAP AT OCH END MIN I1) f/a-1H]/0' SEIl' PORING ATTACHED MAN PRE -PUNCHED XOIES NMI (i) 1/a-11A5/6• CRNPTIE yXEN AS wo. N9 1/2-1]vN/T XIX BCIT k NUi WWPTIE SOTENS AT EAW NIEPNE111A1E MNl£ LOGTW (p) 1/a-1m/r SEIE DRUNG CRWPnTE s ENS AT EACH USE (1) IH-Nv]/B• SRf DPoWN6 CRIDPTT[ ECREN AWO55 DO CAP (IXCET TOM U-BARS ON BOTe. SELTOry - $ ME BOnW OF ME BOTTOM DETAM1 B AND 0 MI5 UIEIN (2) I/a-Hv5/B' CRNPIIIE SLREYS AP%tOgNAIEIY NNWAY)S&M END OF DOOR AND U-BAP AT Gfl1 PPE -PUNCHED HEIE AT EVERY MNCE LOOTm \ / INTEANEOUIE MNCE LDOT.� AND (1) t/a-t{u'/T• USE (I) I/{-]Oc5/B• CPWPTIE COMPTTE S@EW APPROXIMATELY W FROM FA. SUB. FOR fiWEw ATALL 0115A PPE-PUxCIEo MUE LOC.LTD`Is fa) 5/IB-IR(I \ , , / DOOR INDTHS GREATER MAN IV-W. MERE %AIL BE A TOTAL W (ED) SCR ATTAOHWG FACN IFBAR OUXPT BOM SEV pPoWxL BOTION SLR, ENS IOC% U-BARS CH 00TFON SECT. "A"' HAVE A TOTAL W (IB) (&J/a• NIN STAWEESS PLATESOPERE D TF ?I 1 EACH FDA DOOR MBMS . MAN OR EQUAL TO 1T-0'. MERE $HALL BE A TOTAL OF(I.) SCREK ATTACHING SIREMS MM $VICES$ , , Obl U-BAR EXCEPT BOM U_UN S ON BOTTOM 6ECT. BACNEO RUBBER WASHERS SHALL NAME A TOTAL OF (14) SV2Ws EACH }t/3' O.G MAX SON- MOOQURMNEOUGTVE 3. WM ME IXCEPR. OF ME IB) PPE -PUNCHED HOMES IN ME TM Of EACH END USED FW ATTACHMENT W ME 1/B BEaO GE 1/a• PCIYCARBONAME REELER R6ES AND ME (6) PRE -PUNCHED HUES W ME BOTTOM OF a.ENO USED FOfl ME ATTACHMENT OF ME ULTFAIaAiE I ', L_- TOP RXNRE AND UNLESS NOTED .7EFON E ON Me SSG{CWAL I BPELIRLATON o".G. ALL PPE-PUNCHD H0.6 W ALL U-BAR ALL BE ATTACNED TO ME DOOR MEN 1/a-1<v5/B' SSTRUCTNRAL EALANT OR I EQtF.i 1E 3. ]o O U-BARS SMALL BE STAMPED 'S{' APPROSIMATELY C TERM LAW Do. � Wayne _ji -=Ji Dalton. /' GARAGE DOORS ' — . u DlMlailsi DETAIL H woacnoRoom PFNOCM, fIO10DA 3251a UPDATED IDLE SILCOX MI. WDED 0. DDEL ,I= AND SAacER Bn/RW] MODELS 5120/5145/9100/9405/9600 SHEET 2 OF 2 DRAMNC PART ND. REV. WINDLOAD SPECIFICATION OPTION CODE 0604 319030 P6 i 14" MAX 12 MAX 12" MAX I 12 \ / MAX 12" I MAX 12' MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. MAY 4 XMRII1. PE 576 couHrc NOAD 1sa HOVNT HBE OHIO iL PE 77943 TX PE MISS PLATE LOCATION :HEDULE CLIP DETAIL LOCATIONS SCHEDULE 13 GA MIN CONTINUOI WALL AND 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE (2) 1/4" X 7/16 SEMI TUBULAR RIVITS� 11 GA MIN CLIP SEE 13 GA MIN CONTINUOUS WALL ANGLE \\ttllll ll!!f/// V UICEN R �� No. 77945 ' S STATE OF •: �'Ir� S ••��ORIDA-,.•� �� '////OVAL ENG\`��\ !, 11111 1� \ 7 (CK 1/4"-20 TRACK CARRIAGE BOLT H 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK (1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE (1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX WIDTH MAX PSF 9'-0" +46.0 PSF —52.0 PSF 16'-0" +46.0 PSF/-52.0 PSF 18'-0" +46.0 PSF/-52.0 PSF ACK SUPPLEMENT CHART Wayne Dalton. ]O/—SMO PSF FOR )OOR WDTHS. IGED 'TEXAS WALL E• TO 'CONTINUOUS ANGLE'. ADDED TRATE MOUNTING IL. HANGED TO HD ANCHORS 4/2/07 HANGED FORMAT. 0 MODELS EDO 6024 WITH OVERIAY RACK CL& DULE 6/21/07 PDATEO MODELS 0 IN CHARTS. ,RED SPUCE A CUP DULES. 9/06/07 PDATE MOUNTNG IL DRAWINGS. 10/05/07 POATED CHARTS TO VATE THE USE OF 96 CUP (REPLACED /9 ACRIS THE XPANDED 1-1/r TO '6' DOOR THICKNESS !T UP TO 14' HIM 12/11/09 JPDATED TITLE K 6/2/10 TITLE MO PART NO. REV. 307494 P11 2 3/4" t1" EDGE DIST 12 E60XX MIN. v 1/8 Z-24 P3 UPDATED FORMAT. WGREASED ALLOWABLE PRESSURES TO H6.00/-52.00 PSF FOR MIN 3/16"" THICK ALL DOOR W1DTHS. STEEL FOR MOUNTING CHANGED 'TEXAS WALL ANGLE' TO •CONTINUOUS 5/16" x 1-5/8" WALL ANGLE WALL ANGLE. ADDED SUBSTRATE MOUNTING LAG SCREW OR GED TO IT EN HD AUGHHCHS EQUIVALENT INTO GRT 4/2/07 MIN 2 x 6 N0.2 TRACK CLI P4 CHANGED FORMAT. SPF (G=0.42) OR _ _ _ _ _ ADDED MODELS wTT�i1 ovERuv BETTER AT EACH 1/4-20BOLT To iiACK CLIP CRTEB/2�OT HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT Ps UPDATED LISTED CHARTS. CHARTS D wonTEo sPu¢ x CUP MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL SCHEDULES. DLP 9/OS/07 2 3/4" OPTIONAL• WALL ANGLE MAY BE PIS UPDATE MOUNTING MIN EDGE DIST ATTACHED TO SUPPORTING STEEL caTAio%os%oics WITH MIN. (1) 1/4-20x7/8" SELF P7 UPDATED CHARTS TO ELIMINATE ME USE OF DRILLING SCREW WITH 1" O.D. THE re CUP (REPLACED ° WASHER AT EACH HOLE OR PAIR OF BOARD) Awoss THE HOLE LOCATIONS IN LIEU OF WELDING DIP 10/24/07 d. . d.. PB UPDATED STEEL MOUNTING DETAIL MRB 04/I1/08 P9 EXPANDED 1-1/2' TO A. 1-3/8• DOOR THICKNESS CHART UP TO 14' HIGH. CRT 12/I1/08 �3/8" SIMPSON TITEN HD, cxr a%z/io" "• 2-3/4" MIN EMBED INTO P1I UPDATED TITLE MIN 2000 PSI CONCRETE BLOCK. REMOVED CHART. CRT 11/15/13 AT EACH HOLE OR PAIR OF HOLE LOCATIONS PBL2D UPDATED TITLE WALL ANGLE \�111111T �.KO,Q'�., 1/4-20x9/16' TRACK BOLT AND p`lNE -Z �,• LICENSE •.,�� CONCRETE MOUNTING DETAIL- 1 / 4-20 HEX NUT � Q: • (j>' TRACK CLIP ; *:• No. 77945 ••y �_ — * *— ".��•. STATE OF /" SZPNAL ENS'.\`• �> 11111111 Wayne DATE NAME /V/ {%�-•—/�/ CRT iWAYME A KORN91. PE n9 OOUxtt Raw 199 /�/r �jj�� QgDaltOn- GARAGE DOOR. CHE 6/21/0] CHECKED B/21IOJ MRB SHEET 2 OF 2 umm HOPE WIIO n PE ns a 1K PE 117368 3395 ADDISON DRIVE DRAWING PART NO, REV. SROi 0NAL D" D31'S SUE PKOMDm m4.X FOR TRACK SUPPLEMENT CHART PENSACOLA, FLORIDA 32514 307494 P11 HRDDADON GF Wpm . L9N5fROP,IPx OETNL4 _ _ (850) 474-9890 Wayne IDalton_ GARAGE DOORS Wayne —Dalton Corp. P.O. Bo 67 Mt. HopPe OH 44660827 W i n d l o a d Post www.wayne—daltcn.com MODELS 5120/5145/9100/9405/9600/9605 Installation Instructions O .,• LICENs� •,. _ No.7794, ��T�'•, STATE OF ,: Q 9NAL ENS' ` manual for IMPORTANT NOTICE! Read the enclosed instructions carefully before installing this wind load post. Pay close attention to all warning labels and notes. This manual should be attached to the wall in close proximity to the wind load post. ©Copyright 2006 Wayne —Dalton Corp. Part No. 319040 P1 Wind Load Post Installation Instructions STEP 1: ATTACH THE HEADER LOCK BRACKET TO THE HEADER USING THE (4) 5/16"xi-5/8" LAG SCREWS PROVIDED AS SHOWN IN FIGURE 1. THE HEADER LOCK BRACKET SHOULD BE IN LINE WITH THE INTERMEDIATE HINGES WHERE THE POST IS TO BE INSTALLED AND LOCATED SUCH THAT THE BOTTOM OF THE BRACKET IS APPROXIMATELY 2-1/2" ABOVE THE TOP OF THE DOOR. NOTE: DRYWALL OR ANY OTHER SACRIFICIAL MATERIAL COVERING THE HEADER .MUST BE REMOVED PRIOR TO INSTALLING THE HEADER LOCK BRACKET AND REPLACED WTH THE SAME THICKNESS OF WOOD. IF THIS PROCESS IS REQUIRED, THE LENGTH OF THE LAG SCREWS MUST BE INCREASED ACCORDINGLY TO INCLUDE THE THICKNESS OF THE WOOD SO THAT A MINIMUM OF 1-1/2" OF LAG SCREW PENETRATION INTO THE HEADER IS MAINTAINED. STEP 2: ALIGN THE LARGE DIAMETER HOLE IN THE TOP PLATE EXTENSION WITH THE THIRD HOLE IN THE TOP LOCK PLATE AS SHOWN IN FIGURE 1 FOR MODELS 5120/5145/9100/9405/9600/9605 OR THE MIDDLE HOLE AS SHOWN IN FIGURE 2. ALIGN THE ASSEMBLY OVER THE TOP OF THE INNER POST AND SECURE WITH (4) 5/16-12xi" SELF DRILLING SCREWS THROUGH THE HOLES PROVIDED IN THE TOP LOCK PLATE, SLIDE THE OPPOSITE END OF THE INNER POST INTO ONE END OF THE OUTER POST. STEP 3: PLACE THE POST ASSEMBLY FROM STEP 2 INTO POSITION BY LOWERING THE TOP PLATE EXTENSION INTO THE NOTCH IN THE HEADER LOCK BRACKET UNTIL THE TOP PLATE EXTENSION SEATS IN THE BOTTOM OF THE NOTCH. ALLOW THE OUTER POST TO SLIDE DOWN THE INNER POST UNTIL THE BOTTOM OF THE OUTER POST RESTS ON THE FLOOR. PLUMB THE POST ASSEMBLY. STEP 4: ENSURING THE POST ASSEMBLY IS PLUMB, TRACE THE OUTLINE OF THE BOTTOM OF THE OUTER POST ON THE FLOOR. REMOVE THE POST ASSEMBLY AND SET ASIDE UNTIL STEP 5. LOCATE THE CENTER OF THE TRACED OUTLINE BY CONNECTING THE CORNERS TO FORM AN 'X'. AT THE INTERSECTION OF THE "X", DRILL A 5/8" DIAMETER HOLE A MINIMUM OF 3-1/2" DEEP INTO THE FLOOR. CLEAN DUST OUT OF HOLE. STEP 5: ASSEMBLE THE BOTTOM LOCK PLATE BY SLIDING (1) 1/2-13x3-1/2" BOLT DOWN THROUGH THE TOP THE BRACKET AND SECURING WITH THE HEX NUT FROM BELOW. ATTACH THE BOTTOM LOCK PLATE TO THE BOTTOM OF THE OUTER POST WITH (4) 5/16-12x1" SELF DRILLING SCREWS AS SHOWN IN FIGURE 3. TOP PLATE HEADER TOP LOCK HEADER LOCK / TOP LOCK PLATE 2-1/2" / (4) 5/16x1-5/8' a) s/1s-tzxl' LAG SCREWS . SELF DRILLING 5/16-18x2-1/2" SCREWS HEX BOLT & NUT FIGURE I INNER POST MODELS 5120/5140 9400 9600 TOP PLATE HEADER / EXTENSION HEADER LOCK / TOP LOCK BRACKET PLATE 2-1/2 (4) 5/16x1-5/8"" L(4) 5/16-12x LAG SCREWS �_ SELF DRILLING 5/16-18x2-1/2" SCREWS HEX BOLT & NUT FIGURE 2 INNER POST MODEL 6100 (3) 1/4-14x7/B" SELF DRILLING CRIMPTITE STRAP 5/16" HITCH (2) 5/16-12x1" SELF DRILLING SCREWS W/ 5/16" FLAT WASHERS- 1/2-13x3-1/2' HEX BOLT & NUT (4) 5/16-12x1/ FIGURE 3 SELF DRILLING -2- POST LOCKING /l STRAP -BOTTOM LOCK PLATE I �1/2-13 HEX NUT Wind Load Post Installation Instructions STEP fi, PLACE THE POST ASSEMBLY INTO POSITION BY LOWERING THE TOP PLATE EXTENSION INTO THE NOTCH IN THE HEADER LOCK BRACKET UNTIL THE TOP PLATE EXTENSION SEATS IN THE BOTTOM OF THE NOTCH. ALLOWING THE OUTER POST TO SLIDE DOWN THE INNER POST, INSERT THE 1/2-130-1/2" BOLT AT THE BOTTOM OF THE OUTER POST INTO THE HOLE IN THE FLOOR. ENSURE THE BOLT IS FULLY INSERTED INTO THE FLOOR. THE NUT ON THE UNDERSIDE OF THE BOTTOM LOCK PLATE MUST REST ON THE FLOOR. STEP 7: ATTACH THE STRAP BRACKETS TO THE TOP SIDE OF THE U-BARS WITH (3) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS EACH (1) THROUGH THE HOLE IN THE STRAP BRACKET AND THE HOLE IN THE U-BAR AND HINGE AND (2) VERTICALLY INTO THE U-BAR AS SHOWN IN FIGURE 4. EXCEPTION: THE STRAP BRACKET LOCATED ON THE VERY TOP U-BAR MUST BE MOUNTED ON THE UNDERSIDE OF THE STRUT. LAY THE LOCKING STRAPS SIDE BY SIDE AND LOCATE THE SHORT STRAP. BEGINNING WITH THE SHORT STRAP AT THE TOP STRAP BRACKET, PLACE THE STRAP OVER THE POST AS SHOWN IN FIGURE 4. ALIGN THE HOLES IN THE ENDS OF THE STRAP WITH THE HOLES IN THE STRAP BRACKET AND INSERT A 5/16" HITCH PIN AS SHOWN. RAISE THE BACK OF THE STRAP UNTIL THE STRAP IS PERPENDICULAR TO THE POST. CONNECT THE STRAP TO THE POST WITH (1) 5/16-12x1" SELF DRILLING SCREW AND FLAT WASHER 1_/4" ABOVE THE STRAP ON THE GARAGE SIDE OF THE POST AND (1) 5/16-12x1" SELF DRILLING SCREW AND FLAT WASHER 1/4" BELOW THE STRAP ON THE DOOR SIDE OF THE POST AS SHOWN. DO NOT TIGHTEN THE SCREWS AGAINST THE STRAP. REPEAT FOR THE REMAINING STRAPS. NOTE: THE STRAP IS DESIGNED TO SLIDE FREELY BETWEEN THE SCREWS ALLOWING MOVEMENT OF THE DOOR RELATIVE TO THE POST. DO NOT PLACE THE SCREWS THROUGH THE STRAP OR TIGHTEN THE SCREWS TOO TIGHT RESTRICTING MOVEMENT. AFTER ALL OF THE STRAPS HAVE BEEN INSTALLED, CHECK THE POST TO MAKE SURE IT IS SECURE BY LIFTING UP ON THE POST. IF THE POST RAISES OUT OF THE HEADER LOCK BRACKET, CHECK THE LOCATION OF THE SCREWS ABOVE AND BELOW THE STRAPS. THE GARAGE SIDE SCREWS MUST BE LOCATED ABOVE THE STRAP AS SHOWN IN THE FIGURE 5. STORAGE INSTRUCTIONS AND DECAL INSTALLATION CONTINUED ON PAGE 4 (3) 1/4-147/8" SELF DRILLING CRIMPTITE SCREWS ' -IiTCH PIN (2) 5/16-12x1" SELF DRILLING SCREWS W/ 5/16 FLAT WASHERS- -3- ROE- 4 COMPLETED INSTALLATION ON (4) SECTION DOOR FIGURE 5 STRAP Wind Load Post Installation Instructions SECURING POSTS FOR STORAGE STEP 1: LOCATE A CONVENIENT LOCATION AS. CLOSE TO THE DOOR AS POSSIBLE AND MOUNT A HEADER LOCK BRACKET TO THE WALL SUCH THAT THE DISTANCE BETWEEN THE BOTTOM OF THE HEADER LOCK BRACKET AND. THE FLOOR IS 4" GREATER THAN THE DISTANCE BETWEEN THE FLOOR AND THE BOTTOM OF THE HEADER LOCK BRACKET MOUNTED OVER THE DOOR. THE HEADER LOCK BRACKET FOR STORAGE SHALL BE MOUNTED WITH A MINIMUM OF (2) 5/16"xi-5/6" LAGSCREWS (ONE EACH SIDE) INTO SOLID WOOD. MASONRY ANCHORS MAY BE SUBSTITUTED FOR MOUNTING DIRECTLY TO MASONRY OR CONCRETE. PROVIDE WOOD BLOCKING ADEQUATELY SECURED TO STRUCTURE AS REQUIRED FOR OTHER SUBSTRATES. STEP 2: MOUNT A STRAP BRACKET TO THE WALL IN LINE'WITH THE HEADER LOCK BRACKET SUCH THAT THE DISTANCE BETWEEN THE CENTERLINE OF THE HOLE IN THE STRAP BRACKET AND THE FLOOR IS 4" GREATER THAN THE DISTANCE BETWEEN THE CENTERLINE OF THE HOLE IN THE STRAP BRACKET ON THE DOOR AND THE FLOOR WHEN THE DOOR IS FULLY CLOSED. THE STRAP BRACKET FOR STORAGE SHALL BE MOUNTED WITH (2) 5/16"x1-5/8" LAG SCREWS INTO SOLID WOOD, MASONRY ANCHORS MAY BE SUBSTITUTED FOR MOUNTING DIRECTLY TO MASONRY OR CONCRETE. PROVIDE WOOD BLOCKING ADEQUATELY SECURED TO STRUCTURE AS REQUIRED FOR OTHER SUBSTRATES. STEP 3, PLACE THE POST INTO THE STORAGE POSITION BY LOWERING THE TOP PLATE EXTENSION INTO THE NOTCH IN THE HEADER LOCK BRACKET UNTIL THE TOP PLATE .EXTENSION SEATS IN THE BOTTOM OF THE NOTCH. SECURE THE BOTTOM LOCKING STRAP TO THE STRAP BRACKET USING THE 5/16" HITCH PIN. PLACE ALL REMAINING HITCH PINS INTO THE REMAINING LOCKING STRAPS FOR STORAGE. INSERT THE PLASTIC PLUG INTO THE HOLE IN THE FLOOR ATTACHING THE INSTALLATION DECALS AFTER INSTALLATION IS COMPLETE, LOCATE AN OBVIOUSLY VISIBLE LOCATION ON THE INSIDE OF THE GARAGE DOOR AND THE POST AND PLACE THE PROVIDED INSTALLATION LABELS AND TAG ONTO THE DOOR AND POST FOR FUTURE REFERENCE - REFER TO FIGURE 6. IMPORTANT LABELS AND TAG MUST BE ATTACHED TO BOTH DOOR AND POST. 1. APPLIED BY INSTALLER - ONE (1) WIND LOAD PSF LABEL PER DOOR. 2. APPLIED BY INSTALLER - ONE (1) WIND LOAD [POST INSTALLATION INSTRUCTIONS LABEL TO BE APPLIED TO INSIDE OF DOOR, NEAR END OF SECOND SECTION. 3. APPLIED BY INSTALLER - ONE (1) EMERGENCY HIGH WIND SITUATIONS TAG TO BE APPLIED TO POST(S) WHEN STORED ON WALL FOR CONSTANT REMINDER TO CONSUMER. FIGURE 6 -4- Wayne QgDalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 (850) 474-9890 E Nso��Li No.77945 —_ STATE OF ' �s''•"4oRIDP..•'G\Z�� ' l i _ iv.„ ".A Ixg ..PE 4576 EOUNtt RO.W 16P HOUN7 H,L W00 M1 PE 77666 TY PE 117663 dI10f64ax.LL EHCW EFTS sm PRamm tl4r RR W:Mi7unON aF .N . CJ5fg6rnON .,a 6• DETAn 1 MINIMUM 75W PSI CONCRETE NOTE. MAXIMUM DESIGN LOAD CAPACITY OF 2065 LSS HD SCREW WASHER AND IEPTH OF EDGE TITLE SEE DETAILS 1. 2. AND 3 REOUIREO FOR VERTICAL POST REINFORCING SYSTEMS DOOR WDTH DETAIL 2 MINIMUM 2000 PSI GROUT FIII FO CMU NOTE. MAXIMUM DESIGN LOAD CAPACITY OF 2400 MS. MINWUM u6 SOUTHERN PINE) BRACKAETR LOCK LUMBER 1-1/2• 1-1/2• HO SCREW (I) 3/e• CIA. LAG SCREWS WASHER AND WITH 1-1/4. O.D. WASHERS. )EPTH OF LAC SCREWS SHALL HAVE A EDGE MINIMUM PENETRATION OF 1-9/32'INTO THE MAIN SUPPORT MEMBER. I DETMI MAXIMUM DESIGN LOAD CAPACITY OF L85. JAMB CONNECTION SUPPLEMENT DRAW 32 PART N0. REV. 24620 1 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 (850) 474-9390 M-A A RO M., PE 576 =W ROAO I6O MOUNT nOPL ONTO R PE 77915 TX PE 97aB8 MIN 2 x 4 SPF (G=0.42) OR BETTER WALL BRID NOTE: MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING SMUCDRE SHALL BE THE SOLE RESPONSIBUTY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE d d' d 3/B' SIMPSON TITEN HD, 2-3/4' NM EMBED. RAIN 6' BETWEEN JAMB BRACKET LO TION JAMB BRACKET 1/4-2Ox9/15' TRACT( BOLT AND 1/h2O HEX NU TRACK BIRMT CONCRETE MNIINTNf. BET11I J KO_R A1, 0 = No.77945 :�P•'• STATE OF �� WLT iDR 6Era1s. C ITAIVAITA HOLD BACK INTERIOR S EATAING 5/16' LAG SCREW WRH 1-9/32' EMBED W CENTER OF STUD (3 1/4') FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1RACK BOLT AND 1/4-2D HEX NU TRACK DIEEn RQOD MOUNTING. DETAII 111 420 Beery PER LAC FySWNpq JAMB CONNECTION SUPPLEMENT TIRE DRAWING PART ND. I REV. 324620 P16 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Dwayne Kornish Engineering Manager Prepared by: Gordon Thomas, P.E. Mason, OH 45050 Florida #,46718 ' Date: December 22, 2017 Introduction/ Scope !t-. • �1GENS, No. 46718 V -' �= i?q �.� STATE OF CC/� ''sS/ONAL �� `\ \ Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, RevP1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8117, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 III. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002.is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 153211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back -plate would be equal or better than the currentlyapproved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the statewide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.6 Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16, x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure +26.901 - 30.80 psf +15.30 / -17.00 psf +25.90 / -28.80 psf +30:00 / -33.50 sf +43.20 / -49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-136 Impact Rating Yes No Yes Yes Yes Table 1 A — Doors under Evaluation FL 9174.6 FL 9174.7 FL 91748 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 DoorSize 16' x 8' 18' x8'-9- 18' x 8'-9" 18' x 8' 18'x 8' Design Pressure +39.20/ - 43.70 psf +12.40 / -13.80 psf +18.50 / -20.70 psf +30.00 / -33:50 psf +39:20 -43.70 psf Backer Type Steel, 32 ga Steel, 32 ga ' Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table 1B — Doors under Evaluation ��pO� _'U tz17r31t� l � •• STATE OF ; • �!/�� Z (,� T 2 FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model# 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 9' x 10' 9' x 10' 16' x 10' 16' x 10' 16' x 8' x.H Design +26.90/ +41.00 / , +15.30 / +23.00 / +39.20 / Pressure - 30.80 psf =46.30 psf -17.00 psf -25.00 psf -43.70 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type ' Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 Impact No Yes No No Yes \`�Q Rating Table 1C - Doors under Evaluation •'��O,SF O EN�9,i •N� No.46718 _— �oi ir` L4J STATE OF=<C/� FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 8., Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9465 Door Size 18' x 10' 18, x 8' 18' x 8' 18' x 8'-9" 16' z 8,4 xH Design +15.30/ +30.00 / +39.20 / +18.50 / +25.90 / Pressure - 17.00 psf -33.50 psf -43.70 psf -20.70 psf -28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 gn Steel, 32 ga Steel; 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-136 Impact No No Yes No No Rating Table I — Doors under Evaluation C. Conclusion Comparing the doors under evaluation against the Florida approved doors, I. calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors: The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 5'h Edition (2014) and 61h Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1)1 have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. - 3 FLORDA OOPAWM= Of B�usine & Professional Regulation Mr 08Pg NOKE AOOU(bOPR' DOPR DIY1010119 COfQTCF OOPR I 'a�r Product Approval at USER: Public user w Product Approval Menu > ProduQ or Apollcation Search > ApplicatlOn Lls[ > Application Detail # FL23352 y�FL Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Ply Gem Siding Group Address/Phone/Email 2405 Campbell Road Sidney, OH 45365 (937)498-6720 alan.hoying@plygem.com Authorized Signature Alan Hoying alan.hoying@plygem.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Compliance Method Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Allen Reeves Evaluation Report Florida License PE-19354 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ted Berman, PE 3 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL23352 RO COI 2017 FBC - Mastic Soffit COI odf Standard Year AAMA 1402 2009 ASTM D3679 2011 Product Approval Method Method 1 Option D fA1NGBPANTABLB MASTIC- WIOrBININC1B3 n• - Is" 3T u• soJhMII1YPS W4VQW (AL1CIO.WBIT,NABs • - 59. svm2NxosvmxWA -2 53 -2753 -162.9 -1629 -17.6 -107.6 -763 -763 -595 -56.9 ENvOY(ALtA1P1 "Ir.n"r.SIi +288.0 +170A +1125 +79.8 +595 svm22p4SVO12v2) -2753 -1629 -107.6 -763 -569' EWOY(ALUMRM V,NAlL9 +576.0,` +340.8 +225.0 +159.6 +119.0 - SvMi.svOW -550.7 -325.8 1 -215.1 -1523 '-113.8 PNVOYv1xM vjhI)r,siAflRS +576.0 +340.8 +159.6 +119.0 svG6$aVOW -550.7 1.+225.0 -325.8 -215.1 -152.5 •113.8 eGICEANCE(ALUMPa" IP, IiABS +242.5 +143.5 494.7 +672 +50.1 ' SVOT94MIH, SVGV420IN -2319 -1372 -90.6 -64.2 -47.9 Eh(l)R CE(ALUMNIKW.SIAKES +2425 -+1433 4943 +67.2 +50.1 Sv 20144; WOV420143 -2319 - -1372 '-90.6 1-64.2 47.9 PNVOV(Au1ME4UM)t2•,NABA +2A8.0 +170A +1125 +79.8- +59.5 . SA91nt9, IPAS1nl9,SA91n19,IGASln19, _2753 -1629 -107.6 -76.3 -569 tPASlni9 SAkIx219T IFA)3ni91' PNVov (Au)MINU50 n•,SGPL6 +170A +76..8 +595 SA91ut9,IPASILI9,SAS1n19, LCA51n19, -275.3 -2753 "-(629 -17.6 -107.6 -76.3 -569 IPASln19'SAX1n19T TPAX12u9T - EWoY QUAU(AWMBIUMyIr, NABS +216.0 +127.8 +84A +59.8 +44.6 MIM19,ICAslblt9, , -206.5 -1222. -80.7 -572. 42.7 PHYGYQU-0T1TMRM IF.W-£9 +216.0 +127.8 +84A +59.8 +44.6- . SAp6419,ICA.4164{9; -206.5 -1222 40.7 -57.2 42.7 'PSIDURANLE(AI.IIIdBNA1J.IY. NABS' +242.5 +143.5' +94.7 +671 +50.1 .'SA513r14. iFA91u16; BAelnl4 rc.91n16, .-1372" -90.6 -64.2 479 I➢AS 16 ' .-2319 :.. PND1sP.ANCE(Au1MCIBAQu', siAPIES +242. +1435 +94.7 +672 +50.1 . " 9ASun6,IPAS1x214 stsirm6,r In14 .-IPAStum -. _2319 -137.2 '-90.6 -64.2 47.9 EC()M W(Amb[rN(MOSQIPIt' IT. NAIL9 +197.1 +116.6 +77.0 +54.6 +40.7 SAdInn;IPASInll,IGASInD -189A ' -1113 - -73.6 -522 -38.9 EcoNotiYi/,LUMOnR:OsoPeN'u'. siAwPs. 197.1, +116.6 +77.0 +54.6 +40.7 9A5)nU;IPASInII,l.CA91ni3: -ISSA -1115 -73.6 '-52.2 38.9 mCNQMY(Aum@RIAQSQPM[16-; +147.8 +87.4 +57.7 +409 +30.5 SAS161u;IPA5164u -:-I413 . -83.6 1 -55.2•. -39.1 •29.2 . ecoNosn(AWMMUI4)soPNrlr,STAPIES.. •+147.8 +87.4 -+57.7 +409 +30.5 ' -'.SASI64u,1PAstdfu .1413. •83.6 -552 -39.1 -292 vumiRw; (vwWy Ir; tt4B8 t3292-. 1+194.8 +128.6 +912 +68.0 'IIV4WV;HV9tON =73,8 -56.9 46.1 -38.8 -33.6 v@IMiA^•(vWTy)1rsrAW"9 +329.2 '. '+194.8 +128.6 +912 +68.0 NVSmV, 1rN -76.3 ' ' •58.7 47.7 402 -34.7 Paos6¢0sww•^ID rypiYL)8', ttA1LS +374.1 +221A +146.1 +103.6 +773 - mmm.PBsmv .83.9 - '-64.5 42.4 44.1 -48.1 PItOSIDtBiSBBAQm(VINYL)$', sIML05' +374.1 +221.4 +146.1 +103.6 +773 Pazsr2s•PBseov -96.76 -66.7. -542 45.7' -39.4. eRDSP"me (VINYL)10}NAtts'. +3442- +203.7 +134.4 +953 +71.1 T451011,PSStrV _772 . -59A 482 40.6 -35.1 PAP9^^ma (YwYL)m',SrAPLes +3442. +203.7 +134.4 +95.3 +71.1 P43ION,1991OV -79.8 --61.4 499 410 -363 esaset�3(vINn)u}NABS, +249.4 +147.6 +97.4 +69.1 +515 m12?1•P13uv MUCv .55.9 43.0 -35.0 -29A -25A PxoSLBm4(VwY1.)12'.SGPLPS +249.4 +147.6 +97.4 +159.1 +51.5 - - MuN,PlsuV,PtsuCv -57.8 44.5 -362 -30.4 -263 UNIvu6sw(vOm.)11'.NABS +2243 +1318 +87.7 +622 +46.4' 1mlIIhMI2v UWS12CP' i -50.3 -38.7 -315 -26.5 •M9 GNIVEBSAL(vtNWL)tY,sr +224.5 +132.8 +87.7 +622 +46.4 UY61W, W512e, W6uCP -52.1 40.0 -32.5 -27.4 •23.7 TRADE MARIC(VINYL)Ir, NABS +2993 +177.1 +3169 +829 +61.8 iRM5Immdslov -67.1 -51.6 41.9 -353 •30.5 T&NEMARK(VB457.)Ir, STAPLES +2993 +177.1 +116.9 - +92.9 +61.8 r 1011.r IOV -69A -53.4 43A -36.5 -31.5 PRGIBCIPms(VIm)tv,NABS +2993 +177.1 +1169 +82.9 +61.8 PIS1oN. miov -67.1 -51.6 419 -35.3 -30.5 PxotEcretU50'wYL)tr, srAP1Ps +299.3 +177,1 +1169 +829 +61.8 PtStnN,PlStov •69A -53.4 43.4 -36.5 -315 ALLOWABLE DESIGN WIND PRESSURES IN PSF . MULTI SPAN TABLE RIOR CEELINGS _ MASTIC SOFFIT TYPE Bedd(v Y98•, Neils +/-55.0 Sotd-PBSSON VeotM-PBSMV Beadd(VMI) V, Shptes +/-55.0 Sofid-PBSSON Vented-PBS50V P1nSaie;Dwb1e5(V694)1r,NWl, +/-50.6 Solid-PSSION Vaad-PSSIOV - P4o¢aies M.N. 5(ViaYO Ir, Steplte +/-50.6 Solid'-PSSION Vmtd-PSSIOV P Sala Tlipm4(TmY012",Na +/-36.7 Solid-PTSIIN CerraV t4TS12(]V Full Vert-PT812V Pro3MM TdP104 (V1nY012- Stuple; +/-36.7 Solid-PISI2N' Cmtavere ui:v Al Vent.-m12V 'Dada Ma D,eMv5(Vmyl)IV,NeOs +/44.0 Solid -=SIGN Vestd-TRMSIOV Ttvde MsdslMWbS Ni@'910", 51q�Im +/-44.0 Seb'd-TRMSION Verwd-rRMS1BV . Psrfaa Plus Devbles (Viny010";NWts +/-44.0 Solid=P1EION Vmmd-PTSIOV Reta4 Plvvlbvble5(Ywyl) 10',Steples +/-44,0 Solid-PTSION Vdtd-PISIOV VmewTM7ldp1e3 W,(VmYI)1r,NWls Solid-HVSION Vented-1111SIOV Vabaen'Ufple3l13,(Viry01r,Ste,Im +/48.4 ' Sotd-HVSION Vend=HVSIOV ' UWuveal TrlPle4(V.YI)Ia,Nats +/-33.0 So)id- WS12N CurterVat-UVSI2CP Fu11 Vert-UVS12P Umvasel LWIC 4(VMY012",Staples +/-33.0 Solid-WS12N CmaVmt-UVSUCP PWIVmt-UVS12P Thedetailfoethis table-appeerrmSheet2 of3 142 SAI AIS EAA "AANEV TOG ATT EACA49 wirlG r'sx 24 W27R ... _ P$% 2+ WrPO j"71 Or M SOFFIT IT JAE Ma'LT(4IAg TA TABLE LAVE . W14'rN UN L.I GFNFRAT. NOTES DESIGN PRESSURES LISTED IN TABLPS ARE BASED ONOOMPARATTVE ANDRATIONALANALYSES DONE INHRPROIECT 17090003 AND ARE IN CONFORMANCE WTIlITHE2017 FLORIDABUIIDING CODE AND THE 2017 FLORIDA RESIDENTIAL CODE. THE2017 FLORIDABUHDING CODE IN SECTION 1609.1 APED THE2017 FLOMDA RESIDENTIAL CODE IN SECTIONR703.12.1 DMECfLYMANDATE THATTHBDESIGN WINDYMSURES ON SOFFITS ARETO BETHE SAME AS THEADIOINING WAILS. ' WHERE SHORT SPAN AND LONG SPAN TABLES OVERLAP, THE LOWER VALUES GOVERN AND SHOULD BE USED IN INSTALLATION DESIGNS. ,0Na R0OF9NG OR STAPLE4 W/r# LACS N j(' (/a �A Al rr4ms SOFFIT FOR WIDE EAVES ANC, EXTERIOR CEIL/A%G•f NOT TQ SCAL LEGEND Double 6hn W"groves every 6"verwo width and each parted is 12" wide. Triple 4 er T4 bets • V" 8move+every 4" . width mde..h panel is IT wide. Qmd 4 h. "V" groves every 4" moss width sed.lepanelis 16"wide. Triple=3 her-W gmrv® evay2-2f3" earn width. and cxh pawl is 8" wide. Double 5 h.e grooves every 5".roes width, and each pmeL is 10" wide. Single 6 or S6 bete"V" gmoves.every6" across width, end ea.hpanel is 6" wide. Triple 3-1/3 hen "V" grows evcy 3-U!" earsewidd, end wchpawl is 10- wide. 11 NEV. Q7X4 T 24l7 /7090003 HR Engineering, Inc. DAZE:/6 Nov. Zoe 11OJECTND//10rd20-7 9NEEl' z oFi CumC,P1yG6:MjMAtr/G 11 B@ A. REEVCS 11 PRO)ECTNWEMAxr1C SOFFITS-FO / V WN, 'ALLOWABLEDESIGN WMI PRESSURES INPSF MALT! SPAN LE OR CF.IISV CELLWOOD SOFFIT TYPE SdW Vmted-VSB2- aWW(V Bmem(vmyp3• +ass.o sb3d-vssu3N vmad_vss2z3v -VS PnmlimDouble5(Vhgl)10•, N61, +/50.6 SoOd-VS 35N Vmted-VSWW P¢mI®0ovbla 3(Vi l)IV. Stwm +1-50.6 S08d-VMSN VMW-VSDSPV' PrzmWm3Ylpl04 (Vigil), l2wxli O +/d6.7 Splld-VST4N Cmtm VcUNSWCV P011 Vnt-VS74PV Pmmhm7)Ip104 (VIvyB).12•, StOpin ;7-36.7 Solid-VSMN Cmt¢ V.o-VST4CV wnvml_VSr4TT Paco Muble 5(Vtg010",Nvta. +7 4.0 Sood-BVSD5N Vmled_BVS V. BmOa Mub105(Vhol)W.StVp ' +/-14.0 Solid-BVSDSN'Vmted_BVSDSV Thpl03113,(VkAlo•.Ne +/q8A 6 Ild'-V6TSN. 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REEVES PROJECT NAME:Ae#vivyc sorrim IA'J bEd�Ft_ l•OJio I � �PiPo 'SER/ES i Ti9-i �PYS%2}V�1 apT.sli2.11 i/'7"-Y%.ZkyiJ '._I_ 4 I I ) i_ G'El (l%aab ! I i✓ ! Vi7-� l� V-sTj_!fV' iv1T 7.CV) I 1 1 3GJ7X !- '347 PSF� , v�f✓liTl,SPgN1 E: ! I G4lVE a LI i9 (C/V.r/i_xv UVs( pl I � '• - ICcCLI,.loail ; -'�1 I ✓ OP _` 36`7X OoG k ;c �V%N ISoFF�TS /!Oi f '_�04d111 �MU�ITI!SIiA/N)j__' LI -- _I ! I ;7'kAOE�.MA�KI _iDS _�. (TRMSIONp. I:�'RMsLo1r� ; I �i �0;03-N,'� 1 .I i i i hDl° 136j7x pro IS iJJ I --� j v_?o � SofFi7S! -= _ /O� I! I!^ I 11 !l � ! t ;•.L. i I L.,.I ;�.,-•, i .IcGLc4v�ab D� •, � �SVi'oSN✓ I__SUSOStf.II -�- -- � _ .--� i -, _ --1 AA-1 i449� Ig.A.T7E't[!_ATIAC 'MA NS'- -0 _F'/CAM E ; I sRflc/rfG i- Z�_ Q'ix MA1( Pr ; SS 0 psry'a o"K /ioo' TRr.40Yk21" I. W" l'FII �u QTA811F- /l,28 ID!.4 (7AmLc Z. 3, 2) ! ; 04�Z2#',>,//o'" dk /rl so✓rkE �cdH�cusfON,l�S� -�`E'X 2 I WOOb .t+tREWS 12 O"A Imum Bbsiness & Professional Regulation r BaS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats a Facts I Publications I Contact Us I BCIS Site Map I Unks I Search Florlaa r�� R P Product Approval d.prr USER: Public User Product Aooroval Menu > Product or Applicatlan Search > Application Llst> Application Detail FL # FL7473-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer EAGLE ROOFING PRODUCTS FLORIDA LLC Address/Phone/Email 1575 East CR 470 Sumterville, FL33858 - (800) 400-3245 annettes@eagierooflng.com Authorized Signature Annette Sindar annettes@eagleroofing.com Technical Representative Tyler Allwood Address/Phone/Email 1575 East Country Road 470 Sumterville, FL 33585 (941)302-7826 tylera@eagieroofing.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Tiles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report.- Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By John W. Knezevich, PE Z Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL7473 R8 COI 2017 01 COI Nleminen.odf Standard ASTM C1492 FRSA/TRI April 2012 SSTD 11 Year 2009 2012 1997 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 7473.1 Eagle Roof Tiles Low (Flat), medium and high profile concrete roof tiles Limits of Use Installation Instructions Approved for use in HVHZ: No FL7473 R8 II 2017 10 FINAL ER EAGLE NON - Approved for use outside HVHZ: Yes HVHZ FL7473-R8.pdf Impact Resistant: N/A Verified By: Robert J. M. Nlenninen PE - 59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See Section 5 of Evaluation Report for Limits of Use. Evaluation Reports Tile roofs are analyzed for wind resistance through overturning FL7473 R8 Air 2017 10 FINAL ER EAGLE NON - moment. Refer to FRSA/TRI 07320 for overturning moment HVHZ FL7473-R8.pdf limitations of mechanically attached the systems and the tile Created by Independent Third Party: Yes adhesive manufacturers' Product Approvals for adhesive set tile systems. Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employee Cap_yd9ht 2007-2013 State of Florida.:: r ary Statement :: Accessibility Statement :: Refund Statement Under Honda law, email addresses are public records. If you do not want your e-mail address 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. It you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), 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 ¢mails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish ro 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 . Product Approval Accepts: ®® Credit Card Safe VTRINITYIERD EVALUATION REPORT Eagle Roofing Products Florida LLC. 1575 East Country Road 470 Sumterville, FL 33585 (800)400-3245 EXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203)262-9245 cation Report E1322.09.06-RS FL7473-R8 Date of Issuance:02/24/2009 Revision 5:10/16/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code (NON-HVHZ) sections noted herein. DESCRIPTION: Eagle Roof Tiles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Evaluated by Robert Nieminen, P.E." may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thejob site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 Thefaoslmile seal appearing was authorized by Robert Nieminen. P.E. on 10/16/2017. This does not serve as an electrohicaily signed document Signed, sealed hardeppies have been tmnsmltted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity[ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity[ ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity[ ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. �I I KINITY ERD ROOFING SYSTEM EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Roofing7iiles Compliance Statement: Eagle Roof Tiles, as produced by Eagle Roofing Products Florida LLC, have demonstrated compliance with the following sections of the 6`s Edition (2017) Florida Building Code (NON-HVHZ) through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section 1507.3.5, R905.3.5 1507.3.7, R905.3.7 1504.2.1.1 3. REFERENCES: Ent! ATL(TST 3782) ATL (TST 3782) Tile Roof Institute AT] (QUA 1844) Pro e Physical Properties Attachment Requirements Overturning Moment Examination ASTM C1492 ASTM C1492 — Freeze/thaw SSTD 11 Quality Assurance Standard Year ASTM C1492 2003(2009) FRSA/TRI April 2012 (04-12) 2012 SSTD 11 1997 Reference Date RT0310.01-17, 02-17, 03-17 03/15/2017 RT0706.01-17, 02-17, 03-17 09/25/2017 Membership Letter 11/29/2005 Inspection Report 06/07/2017 4. PRODUCT DESCRIPTION: 4.1 ASTM C14921 Type III (Low Profile): - BELAiR Exterior Research and Design, U.C. 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report E1322.09.06-RS Certficate o)Authorization H9503 Eagle Roofing Products Florida LLC.; (800) 400-3245 FL7473-RS Revision 5: 10/16/2017 Page 2 of 5 rTRINITYIERD 4.2 4.3 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire classification is not part of this evaluation; refer to FBC 1505.2, Exception 2 (for non-combustible deck) or listing by an approved testing agency for fire rating of this product. 5.4 Underlayment shall be that which holds Florida Product Approval for use with tile roofing systems. The underlayment Product Approval shall specify allowable method(s) of tile installation (mechanical attachment, mortar -set and/or adhesive -set) for use with the specific underlayment. For mortar -set or adhesive -set tile roofing applications, the underlayment Product Approval shall specify attachment methods for the underlayment system to resist wind uplift design loads in accordance with Table 1A of FRSA/TRI April 2012 (04-12). 5.5 "Color -Bonded" or "Slurry -Coated" files are limited to use on projects in areas subjected to weathering indices of 50 or less (negligible weathering), as outlined in Figure 1 of ASTM C3492-03(2009)1, reproduced below for reference. This limitation does not apply to the "Color -Through" product offering. 401 REGIONS NEGLIGIBLE WEATHERING MODERATE WEATHERING SEVERE WEATHERING 5.6 All products in the roof assembly shall have quality assurance audit in accordance with FAC Rule 61G20-3. Exterior Research and Design, LLC 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report E1322.09.06-RS Cenifcare ofAuthorizotion 49303 Eagle Roofing Products Florida LLC.; (800) 400-3245 FL7473-RS Revision 5: 10/16/2017 Page 3 of 5 �I TRINITY ERD 6. INSTALLATION: 6.1 Eagle Roof Tiles may be mechanically fastened, mortar -set or adhesive -set. Installation shall comply with manufacturer's current published instructions, but not less than the requirements of FBC 1507.3 and the FRSA/TRI Florida High Wind Concrete and Clay Tile Installation Manual. 6.2 Underlayment shall be installed in accordance with FRSA/TRI April 2012 (04-12) or the underlayment manufacturer's current Product Approval. For mortar -set or adhesive -set tile roofing applications, the underlayment current Product Approval shall specify attachment methods for the underlayment system to resist wind uplift design loads in accordance with Table 1A of FRSA/TRI April 2012 (04-12). 6.3 rile Attachment: 6.3.1 Mechanically Attached Tile: Wind load resistance shall be in accordance with Table 3 of FRSA/TRI April 2012 (04-12) to resist the Uplift Moment determined in Table 2A or 213 of FRSA/TRI April 2012 (04-12) or FBC 1609.5.3. 6.3.2 Mortar -Set Tile: Wind load resistance shall be in accordance with Table 2A or 2B of FRSA/TRI April 2012 (04-12) or FBC 1609.5.3 in conjunction with the mortar manufacturer's Product Approval. 6.3.3 Adhesive -Set Tile: Wind load resistance shall be in accordance with Table 2A or 2B of FRSA/TRI April 2012 (04-12) or FBC 1609.5.3 in conjunction with the adhesive manufacturer's current Product Approval. Refer to the current version of the referenced Florida Product Approval for paddy -placement details and performance data. TILE ADHESIVES FOR ADHESIVE -SET TILE SYSTEMS Manufacturer Products Florida Product Approval DAP Foam, Inc. "Touch N'Seal Storm Bond" FL14506 'Touch N' Seal Storm Bond 2" FL21374 Dow Chemical 'TILE BOND'"" FL22525 ICP Adhesives & Sealants, Inc. "Polyset® AH-160" FL6332 "Polyset® RTA-1" FL6276 6.3.4 Hip and Ridge Tile: Tile shall be installed in accordance with FRSA/TRI April 2012 (04-12). For hip and ridge tile installations atop hip and ridge metal, refer to the hip and ridge metal manufacturers current Product Approval (e.g., FL5374) or test report in accordance with SSTD 11 for allowable loads to resist those determined in accordance with Table 1A of FRSA/TRI April 2012 (04-12). Exterior Research and Design, U.C. a EDITION (20171 FBC NON-HVHZ EVALUATION Evaluation Report E1322.09.06-RS Certificate of Authorization #9503 Eagle Roofing Products Florida LLC.; (800) 400.3245 FL7473-RS Revision 5: 10/16/2017 Page 4 of S �I I KINITY I ERD 7. LABELING: 7.1 Each unit shall bear the imprint or identifiable marking of the manufacturer's name or logo. Tile lots shall be labeled in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. EAG�� FLORIDA EAGLE FL (LOCATED ON UNDERSIDE OF TELE) (LOCATED ON FRONTSIDE OF TILE) 7.2 Tile not tested for freeze -thaw shall state clearly that the lot has not been tested for freeze -thaw acceptance on all lot tags or certification. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Sumterville, FL 10. QUALITY ASSURANCE ENTITY: Architectural Testing, Inc. — QUA1844; (717) 764-7700 - END OF EVALUATION REPORT - ASTM C1492-03, Standard Specification for Concrete Roof Tile, © ASTM International Exterior Research and Design, LLC. 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report E1322.09.06-RS Certfflcete ofAuNor/zotion #9503 Eagle Roofing Products Florida U.C.; (800) 400-3245 FL7473-RS Revision 5: 10/16/2017 Page 5 of 5 TRINITY ERD EVALUATION REPORT Eagle Roofing Products Florida I.I.C. 1575 East Country Road 470 Sumterville, FL 33585 (800)400-3245 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #t13 OXFORD, CT 06478 (203)262-9245 Evaluation Report E1322.09.06-RS FL7473-R8 Date of Issuance:02/24/2009 Revision 5: 10/16/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6" Edition (2017) Florida Building Code (NON-HVHZ) sections noted herein. DESCRIPTION: Eagle Roof Tiles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Evaluated by Robert Nieminen, P.E." may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E an 10/1612017. This does not serve as an ¢l.curanicall, stared document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. �l I KINITY ERD ROOFING SYSTEM EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Roofing Tiles Compliance Statement: Eagle Roof Tiles, as produced by Eagle Roofing Products Florida LLC, have demonstrated compliance with the following sections of the 6t6 Edition-(2017) Florida Building Code (NON-HVHZ) through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section 1507.3.5, R905.3.5 1507.3.7, R905.3.7 1504.2.1.1 3. REFERENCES: Entity ATL(TST 3782) ATL(TST 3782) Tile Roof Institute ATI (QUA 1844) 4. PRODUCT DESCRIPTION: Property Physical Properties Attachment Requirements Overturning Moment Examination ASTM C1492 ASTM C1492 — Freeze/thaw SSTD 11 Quality Assurance Standard Year ASTM C1492 2003(2009) FRSA/TRI April 2012 (04-12) 2012 SSTD 11 1997 Reference Date RT0310.01-17, 02-17, 03-17 03/15/2017 RT0706.01-17, 02-17, 03-17 09/25/2017 Membership Letter 11/29/2005 Inspection Report 06/07/2017 4.1 ASTM C3492, Type III r(Low Profile): -- - EELAIR _ - _ - Exterior Research and Design, U.C. 6rx EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report E1322.09.06-RS Certifcate of Authorization 09503 Eagle Roofing Products Florida LLC.; (800) 4003245 FL7473-R8 Revision 5: 10/16/2017 Page 2 of 5 „�TRINITYJERD 4.2 1 ASTM C1492, Type II (Medium 4.3 1 ASTM C1492, Typed S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire classification is not part of this evaluation; refer to FBC 1505.2, Exception 2 (for non-combustible deck) or listing by an approved testing agency for fire rating of this product. 5.4 Underlayment shall be that which holds Florida Product Approval for use with tile roofing systems. The underlayment Product Approval shall specify allowable method(s) of tile installation (mechanical attachment, mortar -set and/or adhesive -set) for use with the specific underlayment. For mortar -set or adhesive -set tile roofing applications, the underlayment Product Approval shall specify attachment methods for the underlayment system to resist wind uplift design loads in accordance with Table 1A of FRSA/TRI April 2012 (04-12). 5.5 "Color -Bonded” or "Slurry -Coated" files are limited to use on projects in areas subjected to weathering indices of 50 or less (negligible weathering), as outlined in Figure 1 of ASTM C1492-03(2009)', reproduced below for reference. This limitation does not apply to the "Color -Through' product offering. 50 WEATHERING REGIONS NEGLIGIBLE WEATHERING MODERATE WEATHERING SEVERE WEATHERING 5.6 All products in the roof assembly shall have quality assurance audit in accordance with FAC Rule 61G20-3 Exterior Research and Design, U.C. 0 EDITION (2017) FRC NON-HVHZ EVALUATION Evaluation Report E1322.09.06-115 Certil/cate ofAuthoriration #9503 Eagle Roofing Products Florida LLC.; (800) 400-3245 FL7473-RS Revision 5: 10/16/2017 Page 3 of 5 �1 1 KINITY ERD 6. INSTALLATION: 6.1 Eagle Roof riles may be mechanically fastened, mortar -set or adhesive -set. Installation shall comply with manufacturer's current published instructions, but not less than the requirements of FBC 1507.3 and the FRSA/TRI Florida High Wind Concrete and Clay Tile Installation Manual. 6.2 Underlayment shall be installed in accordance with FRSA/TRI April 2012 (04-12) or the underlayment manufacturer's current Product Approval. For mortar -set or adhesive -set tile roofing applications, the underlayment current Product Approval shall specify attachment methods for the underlayment system to resist wind uplift design loads in accordance with Table 3A of FRSA/TRI April 2012 (04-12). 6.3 Tile Attachment: 6.3.1 Mechanically Attached Tile: Wind load resistance shall be in accordance with Table 3 of FRSA/TRI April 2012 (04-12) to resist the Uplift Moment determined in Table 2A or 2B of FRSA/TRI April 2012 (04-12) or FBC 1609.5.3. 6.3.2 Mortar -Set Tile: Wind load resistance shall be in accordance with Table 2A or 2B of FRSA/TRI April 2012 (04-12) or FBC 1609.5.3 in conjunction with the mortar manufacturers Product Approval. 6.3.3 Adhesive -Set Tile: Wind load resistance shall be in accordance with Table 2A or 2B of FRSA/TRI April 2012 (04-12) or FBC 1609.5.3 in conjunction with the adhesive manufacturer's current Product Approval. Refer to the current version of the referenced Florida Product Approval for paddy -placement details and performance data. TILE ADHESIVES FOR ADHESIVE -SET TILE SYSTEMS Manufacturer Products Florida Product Approval DAP Foam, Inc. "Touch N'Seal Storm Bond" FL14506 "Touch N'Seal Storm Bond 2" FL21374 Dow Chemical 'TILE BOND'"" FL22525 ICP Adhesives &Sealants, Inc. "Polyset® AH-160" FL6332 "Polyset® RTA-1" FL6276 6.3.4 Hip and Ridge Tile: Tile shall be installed in accordance with FRSA/TRI April 2012 (04-12). For hip and ridge tile installations atop hip and ridge metal, refer to the hip and ridge metal manufacturer's current Product Approval (e.g., FL5374) or test report in accordance with SSTD 11 for allowable loads to resist those determined in accordance with Table 1A of FRSA/TRI April 2012 (04-12). Exterior Research and Design, LLC. bra EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report E1322.09.06-RS Certificate cfAatharlraHan 49503 Eagle Roofing Products Florida U.C.; (800) 40D-3245 FL7473-R8 Revision 5: 10/16/2017 Page 4 of 5 VTRINITYIERD 7. LABELING: 7.1 Each unit shall bear the imprint or identifiable marking of the manufacturer's name or logo. Tile lots shall be labeled in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. EAGLEE""""""' FLORIDA EAGLE FL (LOCATED ON UNDERSIDE OF THX) (LOCATED AN FRONTSIDE OF TME) 7.2 Tile not tested for freeze -thaw shall state clearly that the lot has not been tested for freeze -thaw acceptance on all lot tags or certification. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Sumterville, FL 10. QUALITY ASSURANCE ENTITY: Architectural Testing, Inc.—QUA1844; (717) 764-7700 - END OF EVALUATION REPORT - ASTM C1492-03, Standard Specification for Concrete Roof Tile, O ASTM International Erterior Research and Design, U.C. 6" EDITION (2017) FBC NON-HVHZ EVALUATION certificate o/Aothoriration 09503 Eagle Roofing Products Florida U.C.; (800) 400.3245 Evaluation Report E3322.09.06-RS FL7473-R8 Revision 5: 10/16/2017 Pages of 5 rim SIWW�YProfessional Regulation . Mai BCIS Ham. I Log In 1 User Registration I Hot Topics I Submit Surcharge I Stats a Facts I Publications I CoMaR Us I BCIS Site Map I Wis I Search I Florida Product Approval uu��cceettppway��ps a USER: Public User 6raemayyxm ProDUR Approval Menu > QlOaact or Application Search > APPllcaHen List > Appilratlon Detail FL # FL6332-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived rJ Product Manufacturer ICP Adhesives & Sealants, Inc. Address/Phone/Email 12505 NW 44th Street Coral Springs, FL 33065 (888) 774-1419 Ezt 201 rylipelkonen@icpadhesives.com Authorized Signature Riku Yllpelkonen rylipelkonen@icpadhesives.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roof Tile Adhesives Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer :1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 02/07/2021 Validated By John W. Knezevich, PE Z Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL6332 R8 COI 2017 01 COI Nieminen.odf Standard SSTD 11 Year 1997 Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 6332.1 ICP Adhesives Polyset AH-160 Dual component expanding polyurethane roof tile adhesive Limits of Use Installation Instructions Approved for use in HVHZ: No FL6332 RS II 2017 10 FINAL ER ICP AH160 FL6332- RB.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-S9166 Design Pressure: +n/a/-178 Created by Independent Third Party: Yes Other: 1.) The design pressure limitation in this application Evaluation Reports refers to hip and ridge tiles in one configuration. Refer to Table FL6332 R8 AE 2017 10 FINAL ER ICP AH160 FL6332- R8.pdf 2 of ER for all hip and ridge tile limitations. 2.) Field tiles are designed based on overturning moment resistance. Refer to Created by Independent Third Party: Yes Table 1 of ER for field tile limitations. 3.) Refer to ER Sections 5 for other Limitations of Use. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee R 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 200J-2013 State of Floatla :: Privacv 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 fo a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questlons, please canted 850.487.1395.'Pursuant to Section 455.275(1), 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 emalls provided may be used for official 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 adtlress which can be made available to the public. To determine if you are a licensee under chapter 455, F.S., please click hem . Product Approval Accepts: ® ® ® RE Credit Card Safe UTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT 13 OXFORD, CT 06478 (203)262-9245 ICP Adhesives and Sealants, Inc. Evaluation Report 02768.03.06-R8 12505 NW 44t11 Street FL6332-RB Coral Springs, FL 33065 Date of Issuance: 08/08/2008 (888) 774-1419 Revision 8:10/12/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: ICP Adhesives Polyset® AH-160 LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 9. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. an 10/12/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, U.C. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,.P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. �l I KINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Roof Tile Adhesives Compliance Statement: ICP Adhesives Polyset® AH-160, as produced by ICP Adhesives and Sealants, Inc., has demonstrated compliance with the 6th Edition (2017) Florida Building Code through testing in accordance with the Standards set forth herein. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Sections Property Standard Year 1504.2.1.1 Overturning resistance SSTD 11 1997 3. REFERENCES: Kntbt Examination Reference Date ERD (TST 6049) Static Uplift —SSTD 11 P39740.02.12 02/20/2012 ERD (TST 6049) Static Uplift —SSTD 11 P39740.11.13-R1 01/02/2015 ICC-ES(EVL2396) 20121BC Compliance ESR-1709 12/01/2016 Miami -Dade (CER 1592) HVHZ compliance 17-0322.03 04/27/2017 PRI (TST 5878) Static Uplift —SSTD 11 ECM-001-02-01 09/21/2001 PRI (TST 5878) Static Uplift —SSTD 11 PFI-006-02-01 05/09/2005 PRI (TST 5878) Static Uplift —SSTD 11 PFI-006-02-02 05/09/2005 PRI (TST 5878) Static Uplift—SSTD 11 PFI-007-02-01 10/11/2005 PRI (TST 5878) Static Uplift —SSTD 11 PFI-008-02-04 02/21/2006 PRI (TST 5878) Static Uplift—SSTD 11 PFI-009-02-03 02/21/2006 PRI (TST 5878) Static Uplift —SSTD 11 TGRI-001-02-03 10/30/2006 PRI (TST 5878) Static Uplift —SSTD 11 TGRI-001-02-03 10/30/2006 PRI (TST 5878) Static Uplift —SSTD 11 PFPI-010-02-01 12/07/2006 PRI (TST 5878) Static Uplift —SSTD 11 PFPI-011-02-01 12/07/2006 PRI (TST 5878) Static Uplift —SSTD 11 PFPI-012-02-01 12/07/2006 PRI (TST 5878) Static Uplift —SSTD 11 PFPI-013-02-01 12/07/2006 PRI (TST 5878) Static Uplift —SSTD 11 PFPI-014-02-01 12/07/2006 PRI (TST 5878) Static Uplift —SSTD 11 ECM-003-02-01 06/13/2008 PRI (TST 5878) Static Uplift —SSTD 11ECM-004-02-01 06/13/2008 PRI(TST5878) Static Uplift —SSTD 11 ECM-005-02-01 06/13/2008 PRI (TST 5878) Static Uplift —SSTD 11 ECM-006-02-01 06/13/2008 PRI (TST 5878) Static Uplift —SSTD 11 ECM-007-02-01 06/13/2008 PRI (TST 5878) Static Uplift —SSTD 11 ECM-008-02-01 06/13/2008 UL LLC (QUA 9625) Quality Assurance Service Confirmation Exp. 06/05/2018 4. PRODUCT DESCRIPTION: 4.1 ICP Adhesives Polyset® AH-160 is a two -component expanding polyurethane roof tile adhesive that is mixed and dispensed from a dispensing system provided by ICP Adhesives and Sealants, Inc. The components are available in refillable tanks or disposable cylinders (ICP Adhesives PrOPackO 30 & 100). S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity( ERD nor Robert Nieminen, P.E. are, in anyway, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. Exterior Research and Design, U.C. Evaluation Report 02768.03.06-118 Ceftlifcote ofAuthorizadon #9503 fin' EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-RB ICP Adhesives Polyseto AM-160; (888) 774-1419 Revision 8: 10/12/2017 Page 2 of 9 -,rTRINITY ERD 5.3 Fire classification is not part of this evaluation. Refer to a current Roofing Materials Directory for fire ratings of this product and FBC 1505.2. 5.4 ICP Adhesives Polyset® AH-160 can be used with flat, low and high profile tiles or any rigid, discontinuous roof assembly having a current Florida Statewide Product Approval or approved on a local -level by the Authority Having Jurisdiction. 5.5 Minimum underlayment shall be per FRSA/TRI April 2012 (04-12) or having a current Florida Statewide Product Approval or approved on a local -level by the Authority Having Jurisdiction for use with ICP Adhesives Polyset® AH-160. 5.6 Field tiles, meeting the limitations of FBC 1609.5.3, using ICP Adhesives Polyset® AH-160 are limited to projects having an Aerodynamic Uplift Moment (Ma), determined in accordance with FBC 1609.5.3 or Tables 2A and 2B of FRSA/TRI April 2012 (04-12), not greater than the following Allowable Overturning Moment values. Refer to Section 10 and ICP Adhesives and Sealants, Inc. published installation instructions for Adhesive Paddy Placement details. TABLE 1: FIELD TILES INICPADHESIVESPOLVSET®AH-160 ALLOWABLE OVERTURNING MOMENT PERFORMANCE DATA 2 TO MARGINOFSFFETYALREADYAPPUED FOR INDEPENDEM(SINGLEOR CONTINUOUS PADDY) PLACEMENT 4 TO S MARGIN OFSAF ALREADYAPPUED FOR INTERDEPENDENT(TWO PADDY) PLACEMENT Tile (FBC 1609.5.3) Adhesive Paddy Placement Allowable Overturning Type Profile Mament (ft-lbf) Independent; Single Paddy, Medium (2x7-inch, -30 gram) 60 Clay or Flat Independent; Single Paddy, Large (2x10-inch, -45 gram) 112 Concrete Interdependent; Two Paddy (44-inch on underlayment, 2x4-inch at the overlap) 54 Independent; Single Paddy, Medium (2x7-inch, -30 gram) 39 Clay or Low/ Independent; Single Paddy, Large (2x1O-inch, -54 gram) 67 Concrete Medium Interdependent; Two Paddy (44-inch on underlayment, 2x4-inch at tile overlap) 58 Clay High Independent; Single Paddy, Large (2x10-inch, -45 gram) 134 Independent; Single Paddy, Medium (20-inch, -30 gram) 65 Clay or Concrete High Independent; Single Paddy, Large (2x10-inch, -63 gram) 109 Interdependent; Two Paddy (4x44nch on underlayment, 2x4-Inch at tile overlap) 40 Clay Barrel 2x10-inch x -35 gram for pans; 2 @ 1x10-inch x-17 gram for cap 147 Concrete Barrel 2x10-inch x ^35 gram for pans; 2 @ 1x1O-inch x-17 gram for cap 107 Clay Cap atop 2x Independent: Continuous Paddy (^34 gram/ft) 135 stringer Concrete Cap atop 2x Independent: Continuous Paddy (- 34 gram/ft) 116 stringer ClayCap atop 2x Interdependent: 105 stringer Head: One (1) #10 x 2W screw; Overlap: 1 x 6 inch (`30.5 gram) Concrete Cap atop 2x Interdependent: 76 stringer Head: One (1) #10 x 23" screw; Overlap: 1 x 6 inch ('-10.5 gram) 5.6.1 Data in Table 1 relates to installation over a '30/90' underlayment system, as detailed in the FRSA/TRI April 2012 (04-12). Alternate underlayment systems include those having a current Florida Statewide Product Approval and/or approved on a local -level by the Authority Having Jurisdiction specifically for use with ICP Adhesives Polyset® AH-160. 5.6.2 Tile roof systems using tile types or profiles other than those listed above acquiring acceptance for use with ICP Adhesives Polyset® AH-160 shall be tested in accordance with SSTD 11 or Testing Application Standard TAS 101. For the interdependent two -paddy method, an additional 2-to-1 margin above that specified in SSTD 11 or Testing Application Standard TAS 101 shall be applied in determining the 'allowable overturning moment'. Exterior Research and Design, U.C. Evaluation Report 02768.03.06-RB Certificate OfAuthorhotion 09503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-R8 ICP Adhesives Polyset° AH-160; (8881774-1419 Revision 8: 10/12/2017 Page 3 of 9 `I TRINITY I ERD 5.7 Hip and ridge tiles using ICP Adhesives Polyset® AH-160 are limited to projects having hip/ridge design pressure requirements, determined in accordance with Table 3A of FRSA/TRI April 2012 (04-12), not greater than the following values. Refer to ICP Adhesives and Sealants, Inc. published installation instructions for Adhesive Paddy Placement details. TABLE 2: HIP'& RIDGE TILES IN ICP AOHESIVES'POLysETO AH-160 ALLOWABLE UPLIFT RESISTANCE PERFORMANCE DATA 2To $ MARGINOFSAFETYALREAL)YAPPLIED FOR INDEPENDENT (CONTINUOUS PADDY) PLACEMENT 4 To MARGIN OFSAFEIYALRFADYAPPLIED FOR INTERDEPENDENT PLACEMENT Allowable Tile Substrate Attachment Method Design Pressure (Psf) Clay 2x PT ridge board Independent: Continuous Paddy (-34 gram/ft) 116 Concrete 2x PT ridge board Independent: Continuous Paddy(-34 gram/ft) 107 Clay 2x PT ridge board Interdependent: Head: One (1) #10 x 2%" screw; 90 Overlap: 1 x 6 inch (-10.5 gram) Concrete 2x PT ridge board Interdependent: Head: One (1) N10 x 2%" screw; 56 Overlap: 1 x 6 Inch ("10.5 gram) Clay or Hip & Ridge Channel Metal (FL5374): Concrete galvanized only Independent: Continuous Paddy P y (`34 gram/ft) 169 Clay or Trim LockTM (FL5374): aluminum, Concrete galvanized, Golvalume®orstainless steel Continuous Paddy Independent: P y (-34 gram/ft) 173 Clay or Trim Lock'" Plus (FL5374): aluminum, Concrete galvanized, GolvalumeO or stainless steel Continuous Paddy Independent: P y (` 34 gram/ft) 178 Clay Top Notch (FL8095) Independent: Continuous Paddy (^' 32 gram/ft) 125 Concrete Top Notch (FL8095) Independent: Continuous Paddy (` 32 gram/ft) 146 6. INSTALLATION: 6.1 ICP Adhesives Polyset® AH-160 and the tile roof assembly shall be installed in accordance with FRSA/TRI April 2012 (04-12) and ICP Adhesives and Sealants, Inc. published installation instructions, subject to the limitations outlined in Section 5. 6.2 Hip and ridge boards or hip/ridge metal shall be installed in accordance with the FRSA/TRI April 2012 (04-12). Proprietary hip and ridge metal shall be installed in accordance with the manufacturer's Florida Product Approval. 6.3 Installation shall be performed by applicators who hold a valid Qualified Applicator Card presented by ICP Adhesives and Sealants, Inc. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. R. MANUFACTURING PLANTS: Tomball, TX 9. QUALITY ASSURANCE ENTITY: UL, LLC.—QUA9625; (847) 664-3623; LeAnna.Gradecki@ul.com Exterior Research and Design, LLC Evaluation Report 02768.03.06-R8 Ceniflcote cfAuthorizaaon A9303 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-RS ICP Adhesives Polyset° AM-160; (888) 774-1419 Revision 8: 10/12/2017 Page 4 of 9 NTINITY ERD 10. PADDY PLACEMENT DETAILS (FROM ICP ADHESIVES AND SEALANTS, INC. PUBLISHED LITERATURE): 10.1 Independent, Medium Paddy: Nail through plastic cement Paddy (Beneath Tile) (when requiredl Un, ,Iayment ° o �7 in. Battens optional ° Eave Course a °70in. - Zin Fascia Faw Closure Flat/Low Profile Tile 7 Medium ProfleTile Nall through plas k: ce (when required) Paddy (Beneath Tile) Undedayment 7In..tin. Battens optional Course Eave l Fascia Weephole tom tin Eave closure . , Drip edge High Profile Tile Eave Closure Exterior Research and Design, U.C. Evaluation Report 02768.03.06.R8 Certificate Of Authorization #9503 61e EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-RS ICP Adhesives Polyseta AH-160; (888) 774-1419 Revision S: 10/12/2017 Page 5 of 9 10.2 Independent, Large Paddy: I Underlayment Eave optional ° use 0 ° 10in. Flat/Low Profile Tile NTINITYIERD Nall through plastic cement (when required) 10 in.x\ 2 in.wide 0 Medium Profile Tile Nall through plasticce (when required) Paddy (Beneath Tile) Underlayment 10in.) 2in.wide Battens _ /optional Y Eave Course Fascia Weephole 10 in t in Eave closure Drip edge High Profile Tile Paddy (BeneathTlle) I Fascia closure I Exterior Research and Design, U.C. Evaluation Report 02768.03.06-R8 r Mficote o)Authorhation N9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-R8 ICP Adhesives Polyset° AH-160; (888) 774-1419 Revision 8:10/12/2017 Page 6 of 9 10.3 Interdependent, Two Paddy: Nail through plastic cement Paddy (between tiles) (when required) Battens optional ° Paddy(undertile) �! Single paddy on top of tile / 11. 4x 4in. y� Single padd y r / ondertll. Single paddy onundoriayment 2x41n, 0 0 loin. � 'f2'n Fascia Eave Closure Flat/Low Profile Tile Exterior Research and Design, I.I.C. Certificate ofAuthorimnon #9503 Nail through plastic cement (when required) in. ,- TRINITY ERD paddy under Ole Paddy (between tiles) /Paddy(undertile) 4in. Medium Profile Tile Nall through plasticce Single paddy under tile (when required) Paddy (between tiles) Battens optional •� L Paddy (under tile) Single paddy / underlaymant �on 4 x4 in. Single 2x4in. paddyon topoftile Eave Course Fascia Weephole 70 in. .�2 in. Eaveclosure E. Drip edge High Profile Tile 6su EDITION (20171 FBC NON-HVHZ EVALUATION ICP Adhesives Polyset° AH-160; (888) 774-1419 ' Eave Closure Fascia Evaluation Report 02768.03.06-RS FL6332-R8 Revision 8: 10112/2017 Page 7 of 9 10.4 10.5 Two Piece Barrel (Cap & Pan) Tile: 11 Plate enough adhesivetoachleve 65 to 70, In contact with the pan tile. 2)Tum Caws Upsidedown. Place ad0aalw dR in.to t Ineh N fan wWdo edge of cowralm OnWteuw16lp: Enauro 201d26ea:in.cenlactwea on //,[ eaohaldaofee rala // , IUndadayrodnt (matenhawn) pan Fauna Two Piece Barrel -High Profile Tile Hip and Ridge (independent placement): AbeW a[ICPPolysel"R.160tofybe spptiid abtw we last bit sw1ce embodt an of die bWlt bound Of yshbhzd veal in= to proAde ueatetbiockag. E,tedar Research and Design, U.C. eertificow of Authorization#9503 6ICP AdhesiveON s olyset NON-HV (888)7 4-1419 ICP Adhesives Polyset° AH-IfiO; (888) 774.1419 VT�INITYJERD Evaluation Report 02768.03.06-118 FL6332-RB Revision 8: 10/12/2017 Page 8 of 9 10.6 Hip and Ridge (interdependent placement): - END OF EVALUATION REPORT - VT-RINITYJERD Exterior Research and Design, U.C. Evaluation Report 02768.03.06-118 Certificate oJAuthorization N9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-R8 ICP Adhesives Polyset® AH-160; (888) 774-1419 Revision 8: 10/12/2017 Page 9 of 9