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Home My WebLink AboutPRODUCT APPROVAL,',y` acts Home Log In 1 User ReglauaatqIo Hot SubhQ lt SZr rpe j sOSs ® Pam I Publications I, tBC Staff RCIS Site Map : links_ Search db,ril.sj .Product Approval ST. Lucie County, Permitting�1USER: Public UserSCANNED : Pyl M<nu QS 11111M > NdUCt or Ayca0ian. $earcM1 >liAnniko0aa List > AppRmaon Defp�/all p p FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL17443-RI Revision 2017 Approved 3 A TAYLOR ROOFING 302 Melton Drive FT PIERCE, FL 34982 (772)466-4040 kylewhite228@aol.com Kyle Taylor kylewhite228@aol.com Roofing Metal Roofing St. Lucie County Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardmpy Received Florida Engineer or Architect Name who developed the Locke Bowden Evaluation Report Florida License PE-49704 Quality Assurance Entity PRI Construction Materials Technologies,, LLC Quality Assurance Contract Expiration Date O1123/2023 Validated By Zachary R. Priest, P.E. ^' Validation Checklist - Hardcopy Received Certificate of Independence FL17443 RI COI FL 17443 l A Taylor 2012 Code Eval Report with Details RSSS.adf Referenced Standard and Year (of Standard) Standard Year TAS 125 2603 UL 1897 2012 UL580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products MeeffodTZ)ptlon D- 01/24/2018 02/14/2018 02/17/2018 04/10/2018 FL ft Model, Number or Name I Description ' 17443.1 5 V Crimp 26GA 1/2" rib height over 15/32" APA plywood Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure.- +N/A/-129.2S Other--129.25 @ 6" o.c. -69.25 @16" o.cmargin of safety -.2:1 with 24" max, coverage Install per manufacturers detail. Not for use in HVHZ. Installation Instructions EL17443 RI II FL 17443 J ATador 2017 Code Eval Repor I with Details pdf ' Verified By: Locke Bowden, P.E. 49704 ( Created by Independent Third Party: Yes Evaluation Reports FL17443 RI AE FL 174411 A Taylor 2017 Code Eval Repg1 with Details RSSS.pj Created by Independent Third Party: Yes 117443.2 VICTORIAN &W SHINGLE 126GA 1/2" RIB -PANELS LOCK INTO PREVIOUS PANELS; OVER CDX/APA 15/32' PLYWOOD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-105 Other:-105PSF margin of safety 2:1. Install per ( manufacturer's details and in compliance with FBC 2017 6th --- - 'Installation :lation Instructions FLI7443 RI 11 FL 1744, J A Taylor 017 ode vaI R p= with Details RCS pdf Verified By: Locke Bowden, P.E. 49704 I Created by Independent Third Party: Yes ' Evaluation Reports FLI7443 RI AE FL 174412 A Taylor 2017 Code Evai Rep '.. ed. Not for use in HVHZ. with Details R5SS pd Created by Independent Third Party: Yes Back ha"b itTdtTlt[�I•i1F•7F1 The State of Flodde is an AA/EEO employee.QyMl 2007-2013 State 0FROMbi:; 1'l1YpSY Statement :: Attessibillty Sta(ement :: Refend Statement Under Florida law, email addresses are public reedrds. It you do not want your e-mail address released in response td a Publio-recei request, do not send electronic ..it to Nis amity. Instead, contact the area by phone or by traditional mail. If you have any questions, Please ronbect 850.487.1395. •Pursuant to Section 45S.275(1), Florida Statutes, erec5ve October 1, 2012, limesees licensed under chapter 455, F.5- must provide the Department with an email address it they have one. The ¢mails provided may be used for official a mmunicatlon win the Manses. However mall addresses are public record. If you do not wish to supply a personal add... please Provide the Department with an email address whldh can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here., ProduR Apprey,l Accepb: 0119 WE EH cm 4 t'.111'Itl,i11-Tib lt:+ Fort Pierce, FL 34962 (172) 466-4040 Compliant with Florida Building Code 2017 (61 ed.) Compliant with Florida Product Approval Rule fi 61G20-3 Compliant Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY FBC Sections: 1504.3.2. 1507 5V Gimp thru fastened Y," rib at each panel edge and 1 fastener In the center of the panel, 24" net coverage, 26GA ASTM A792, G-SO, AZ55, .018, SOksi min. over min.15/32" thick COX plywood deck. Corrosion Resistant fastener 09-15 HWH with sealing washers, metal to wood connections with fastener length to penetrate 5/16" thru substrate. Fasten along the crown of the rib In the center of panel and along the lap. First fastener to be within 3" of panel edges. Min. 8Dx2" annular ring shank nails spaced 6" O.C. reroofing, with less than 19/32" plywood (min.15/32"), this attachment is to be used in addition to existing attachment. Deck slope 2:12 or greater and shall.be comaliant with FBC 2017 6TM ed. Undedayment: See FBC 2017 0 ed., Sec 1507 Table 1507.1.1 ;'Design Pressure: Spacing: -69.25 PSF 16" O.C. -129.25 PSF 6" O.C. Z66A ASTM A792, G-50, AZ55, .018, SOksi Victorian Crimp Shingle over 15/32" COX/APA Plywood attached to roof trusses. Corrosion Resistant Fastener#10 x 2" Zinc plated, MTW Pancake Head, installed at 2 per panel into lock seam. Panels applied with 12" exposure, adjacent shingles Inserted Into lock seam of previous shingle. Deck slope 2:12 or greater and shall be compliant with FBC 2017 67" ed. Underlayment: See FBC 2027 6T" ed., Sec.1507 Table 1507.1.1 ••Design Pressure• -105 PSF ,,,+nqu TEST REPORTS Reference Data: Hurricane Test laboratory (TST-1527) #0224-0501-06 TAS 125 (UL 580-941) PRI Construction Materials Technologies (TST-5878) OFAE-023.02-01 UL 580•06/UL 1897-042 1. UL 580-94 teststandards ore equivalent to UL 580.06 rest standards. 2. UL 1897-04 test standards are equivalent to UL 1897-12 test standards. un"caoons: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6T11 ed.. see Chart 2507.1.2 2. Minimum slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturers installation reference. 3. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Sheardiaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6• ed, Chapter 22Steel, Chapter 23Wood and Chapter 16Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. Certificate of Independence: Locke Bowden, P.E. does not have, not will acquire a financial interest in any company manufacturini Q%lij�i�tuting products under this evaluation. `,,`ttt QpW/ �Irrrrrr/ Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or BOW w raTyegntrftjfr this report. ��`��`!-��E •. y .� gSPSE Q, �••. FLOFL��•• c 5 V Crimp Fastener- #9-15 corrosion resistant w/sealing washers 24"coverage Fastener: #9 x 15 corrosion resistant with sealing washers in Compliance with 2017 Florida Building Code, Section 1507 Perimeter fastening: 6"o.c. Main Field fastening12"o.c. Panel Width: 26" Panel Coverage: 24"maximum 26 GA Architectural Metal Roof panel VICTORIAN CRIMP LOCKSEAM MINIMUM 2 FASTENERS AT LOCK SEAM ) CUT 1/2 SHINGLE REATE STAGGERED ERN DRIAN CRIMP GLES 9"EXPOSURE R Fastener.#1 0 x 1" Zinc Plated MTW Pancake Head ED 9�Homc Iug In 1 Vac Rcyistratian {` Nat Topte Sulmra: e I �{� pp��l�]®term � � � � SOR � aCTa Ste Map �� mnXa i� search d7 ppp -? i �I ST. Lucie County, Permitting . c4'±� EMducr Aanrwal Merl > ftW.w M AppfaMn---y, > Amfio an list> Apn 804p' FL# FL9777-R11 - Vt-`UC 8), Application type - Revision cot,, Code version - 2017 Application Status Approved Comments Archived- ... ' Product Manufacturer Owens Coming AddreWPhone/Emal1 One Owens Coming Parkway Toledo, OH 43659 (740)404-7829 9reg• keeler@awensmming. coca' Authorized Signature Greg Keeler . grJ.keeler@owensrnming.ocm Technical Representative Address/Phone/Eman - Quality Assurance Representative Address/PhonelEmaif Calory Roofing Subcategory Underiayments . Compliance Method Evaluation Report from a Florida Registered Architect or a.licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architedt Name who developed the Zachary R. Priest - - Evaluation Report Florida License - PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/32/2020 Validated ey Locke Bowden ri Validation Checklist - Hardcopy Received Certificate of Independence, FL9777 R11 COI nro n 9a017 RIC Evaluationo Non-HvFi2.odf Referenced Standard and Year (of Standard)Standard Year ASTM O 1970 - 2015 AST14 O 226 2009 ASTM G 155 2005 • TAS 1.03 1995 UL IB97 2012 Equivalence of Product Standards "Certified By Sedionsfmm the Code Product Approval Method Method 1 Option D Date Submitted 10/11/2017 Date validated 10/11/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of products FL Ii Nndel, Number or Name Description 9777.1 Weathedock G Weatherproofing Undedayment Limits of Use Approved for use in HVFIZ: No Approved for Use outside HVHZ: Yes Installation Instructions EL9777 RIl N OCR1400 0= n17 FBC Evaluation Report Weath ri k Nan-HVHZ odf Impact Reslstant NIA Design Pressure: N/A Other:See evaluation report for limits of use. Verified By: Zachary R. Priest 74021 Created by Independent Third Party; Yes Evaluation Reports E 9777 Fill AE OCR34002 Ra 2017 FBC Evaluation Report Non-HVHZ ' Weldhedock odf Created by Independent Third Party: Yes 9777.2 Weathercock G (High Tear) Weatherproofing Undedayment Limits of Use Approved for use in HVHZ: No - Approved for use outside HVKL- Yes Impact Resistant: N/A Design Pressure: NIA Other. See evaluation report for limits of use. Installation Instructions FL9777 Fill II OCR34002 a 017 FBC Evaluation Report Weathecock Non-HVHZ.otlf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports Fi 9777 Rll AE OCR34002 ea 2017 FBC Evaluation Reourt Weathercock Non-HVHLodf Coated by Independent Third Party: Yes 9777.3 Weathercock MAT Waterproofing Undedayment Limits of Use - Approved for use to HVHZ: Yes - Installation Instructions Fl 9777 Fill It OCR14002 86 2017 fl; Evaluation Report Approved for use outside HVHZ.- No Weath Rock HVH odf - Impact Reststait6 NIA - Design Pressure: WA Other. See evaluation report for limits of use. Verified By: Zachary R. Priest 74021 Geared by Independent Third Party: Yes Evaluation Reports EL= Rll AE OCR340028b 2017 F5C Evaluation Repo Weath k HVH rlo .odf Created by Independent Thud Party: Yes 9777.4 Weathercock MAT Waterproofing Undedayment Limits of Use Approved for use in NVNZ: No Installation Instructions EL9777 Ell 11 OCR1408a 2017 FliC Evaluation Regorl Approved for use outside HVHZ: Yes Weathedock Non-HVHZ-odf Impact Resistant: NIA Design Pressure: N/A Other. See evaluation report for limits of use. verified By: Zachary R Priest 74021 Created by Independent Third Party: Yes Evaluation Reports Fl Q777 1111 AE OCR 14002 8a 2017FBC Evaluation Report WeatheHock N n-HVHZ odf Created by Independent Third Party' Yes 9777.5 Weathercock Metal Weatherproofing Underiayment i-Limits Of Use i Approved for use in HVII& No I Approved for use outside HVWZ: Yes Installation Instructions Fl 9777 R11 II OCRS4o07 8a 2017 FSC Evaluation Report W ath riock Ngn-HVH7.2df Impact Resistants N/A Design Pressure: N/A Other. See evaluation report for limits of use. Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports F19777 R11 AE 0014002 Ba 2017 MC Evaluation Report Weathercock Non-HVHZ.odf Created by Independent Third Party: Yes 8777.6 - Weathercock Metal Weatherproofing Undedayment ` Limits of use - Approved for use In HVara• Yes Approved for use outside HVHZ No Installation Irtatruetlrlrls t7.9L�/ R31 m OCrt3400 !tb 2017 FBC Evaluation Reggfl Weatnedock KyHZ.odf - Impact. Resistant N/A Verified By: Zachary R. Priest PE-74021 - Design -Pressure: N/A -- -Created byl0dependentThir PPart: Yes Other. See evaluation report for Omits of use. _ Evaluation Report Ft9777 R11 AE OCRI4002.8b 2017 FBC Evaluation Reoorc - Weatherlock HVHZ.adr Created by independent Third Party: Yes .9777.7 Weat iertock.5pecialty Tile & Metal - Weatherproofing Undedayment Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVNL: Yes Impact Resistant N/A FL9777 FIX II 0CR14002 Ba 2017 FBC EvaluatioRReport Weathedock Nan-HVHZ.adf Verified By: Zachary R. Priest 74021 Design Pressure: +ot-142.5 Created by Independent Third Party: Yes Other. See evaluation report for limits of use. Evaluation Reports Weatherlock Non-HVHZ.ndf Created by Independent Third Party: Yes rant M:•2601 BWir3n ^rI Tbllaha . BSn W iS a TheStare G. Flmlda h=A%nMG enpta ,OM Ight 2007.2013 State Or ROtma-::Pdv Statement:: ARecna Salei+ :: Reftma Statement Under ibdde,bW� einad addna ses are (WEIIC Iemrdf.IIyOU UO Mi M80tyO1Re-maB aOG255 RJQaAV M M1S➢OlRI m a WOBCRcolds R6YCR. 60110t Md elCD7001c and Im emmis pwwnmyneIa nwaHidal Nnnaml®GWINitthe Ilmleee, HovereremailM address, Ol V-6de the Deparb1 t wait an well address width twit be made a A"e b the pla'cl-`dkkisL.- Ptlq Apptovalftoepem Cruecyt Gerd' ' r Florida Building Code Online Page 1 of 5 Bus1ness &" P��`r¢ofe��i o�al�.Reg latlonf'� �<,L�II�Lr.•: ijil pFL Type Rigplication Riislon Code Version 2017 Appllratlon Status - APP.roved JAN 0 9 2019 Comments Archived iucie County, Permitting prpduct Manufacturer Qopay Building Products Company SCANNED Addres/PhonejEmall 6585 Duke Blvd. L//YY�ItlV�ttlED _ - Mason, trot 45040 BY (513)770.6062 mwesredietd®cioPaYmin St. Lucie County Authorized Signature Scott Hamilton shamiltonBclopay.mm - Technical Representative Address/Phone/Email Quality Assurance Reprewitative Address/Phone/Swil Category Exterior Doors Subcategory Sectional Exterior DoorAsembiles Compliance Method - Evaluation Report from a.Florida Registered Architect or a Licensed Florida professional Engineer - - ❑ Evaluation Report - Hardoopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluattcn Report '- Floridalicense - PE-63206 Quality Assurance Entity IntertekTesdn9 Services NA, Inc. - QA Entity Quality Amirante Contract Expiration Date 12/31/2020 ' Validated By - Gary Pfuehler • ® Validatlon Checklist- Haidmpy Received Certificate of Independence' - R16546 RIO COI Certification of Independence of Validation Entity - Gary Pfuehler7016-02-19.odf PI 16546 R10 COI Statement on Independence of Eyal ration Entity- . ScottHamil[an 2016-02-19.odf Referenced Standard and Year (of Standard) Standard Year - - ANSI/DASMA 108 2005 • ANSI/DASMA 11S 200S ' ASTM E1886 2005 ASfM E1996 2009 ASTM E330 _- 2002 TAS 201 - 1994 TAS 202 1994 TAS 203 1994 tnQ-n% xnv AneiciaMrilvtlnn nwrr/nr/nr ann SIN nenv%inmm---wrF.VXnwtnnvnnu2wYa2hnF... 1/4/2019 Scanned with CarnScanner E9Wvaknx of Product Standards trimkd Sy Rod" UoemedProfessional Engineer or Anlutect _ 11165a6 RIO i rapt p0 pB R165a6 RIO E W 2nl]nnn9-FlY.-O eMn ]Ie ee b mi/ sections from the lode product Appmvat Method Method 1 Option D Daft SubsnOted - 04/10/2018 Daft VatMated 04/19/2o18 Data FenNng FBCAppmvd 04/29/2018 Date Approved] 06/12/2010 Iwft Revised 12VIMOIS Summery of Products Go b, Page Q 0 00 Page 3/300 FLO Model,Numbertr Name Description 16546.41 41 W8-09 MUA-IF477: 9208, Doublealdn Insulated InteMom, (exterior skin 27 9a• min.; 9209, HDPCC2, HDPCRZ. 7203, Interior Sion 27 ga. min.) Single -Car (up to 97 wide) n0r), 3728, 3729, C7R20 n Canyon wlliocoo d9 WB Garage Door with ownrai Impact - Ridge Modem Series/ Glemmoor Resistant liras Modern Series / Custom Wood -Look Modem Series Limits of use Lm udon xm;t UrtlaR Approved fair one, In MVHL-Yes FS16546 R10 It 105n24-RevW.Mf Approved for Lisa outside HVM Yes wi0od•eF•.5c�1�1amiRcrt FL PE 63286 Impact RedsLno Yes Crt-led by lndepen n, arty: No Design Pressure: ♦54 PSF - Evaluation Reports Olrte: Max. WW '�''�^""' ^-iddoorsw 16W RSO A @Pr 160 16-A odf doors with G-resistant glaring ate'Rnpact- Created 6Y IMependen[lhbd Pa ny: fa) rem missile Impact)- .42 42 W8.12 DSIUA-IF477: 9203, DoubleSAM Irwiated ImeMi (eateriorskin 27 ga. •: 9209, HDP= HDPOt2, 7208, Interior skin 27 on. mid.) up bs 12'r wide W IMDCODB 7209, 3728, 3729. 17R20 // Canyon Garage Door with Optional Impact-Reshtam LHes Ridge Modem Series / GkomOor Modem Series/ Otsmm Wood -Look Modem Series Uni tsor use Installatbn Instructions, Approved for use In HVHL• Yes FL16546 SOe^50-R¢v0 ode Approved for use outside HVKL- Yes Stott VeMied ey: Stott Hamilton R. PE 63286 Impact ResistainC Yes Created by Independentlbbd Party: No Design Pressor: 4SO PSF/-56 PSF Evaluation Reports Other: Max- Wind Speed (V Wt): 170 MPH. Solid doors or FL16546 R10 AE LBPC I60 I6-A doors with optional impact-reslSsnt glazing are Impact- Created by Independentlhbd Party: He resl4ant (large missile impact). 1650.43 43 W8-14 DSIUA-1F477: 9208, Dcubie•skin Insulated Inte nor skid 27 ga, ndra 9209, HDPCCi, HDPCR2, 7208, Interiors opts 14r wide WINDCWE8 WB rage Doorwith Optional Impat4Resistantutes Ridge Modem Series / Gknmaor ' Modem Series / Custom Wood -Look Modem Series Limits of Llse Installation Instractlml9 Approved for use In HVH2: Yes FLI6546 RIO 11 JOSO19-Rev02.ndf Approved for use outside HVHL-yes Verified Hy: Stott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressures +46 PSF/-S2 PSF Evaluation Reports Other. Max. Wind Speed (V_Utt): 170 MPH. Solid doom or FL16W RIO AE LBPC 160216-A.odf doors with optional Impact-FeSistant glaring are impact- neared by Independent -Third Part/: No rest nt (large missile hnpact). 16546.44 44 W8-16 DSIUA-1F477: 9208, Double -skin Insulated IrdelliCme (exterior skin 27 ga. min.; 9209, HDPCC2, HDPCR2, 7208, Interior skin 27 ga. min.) up to 16T wide WIND=M We 7209, 3728, 3729, C7R20 // Canyon Gamge Dow with Optional Impact Reslstantates Ridge Modem Series / Glenmoer Modem Series / Custom Wood -Lock Modem Series bttpsJ/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnF... 1/4/2019 Scanned with CamScanner i 4 BRAND MODERN STEEL FLUSH I GROOM CLOP �Y 9200, HDPCC2 9209, HIDHOLM 5 7208 7209 D DOOR HeIGHT M U 0 OF SECTICIVS I U-BARS C 0 A RECEIVED JAN 0 9 :.319 3 2>T. Lucie County, Pert COMMERCIAL DOORS SEE SHEET 5 FOR N PMOM 1 OF S 'LUSH COVED RIDGE MODERN SERIES" ES' REY. NO. ZONE: DATE: 3728 3729 MODELS. W - 12/2015 01 10/19/16 -- C7R20 MIXED GLAZING SHOWN. 02 - 6/14/17 OPTIONAL IMPACT RESISTANT GLAZING. (1) 20 GA BACKER EXTERNAL MAYIUUM GAZING SIZE (DLO) IS PLATE AT EACH INTERMEDIATE 39-1/d'III3-1/4'. OWING MAY BE HINGE LOCATION. ATTACHED WITH DOUBLE SIDED ACRYMC ADHESIVE TO BACK OF DOOR. SHORT -PANEL OR LONG -PANEL. SEE SECTION B-B ON SHEET 2 FOR DETALS. GLAZING MAY BE INSTALLED IN ANY A I LOCATION N ANY OR ALL SECTIONS. F— -. A 7 1#OS B 1 B roFN '.Ci1LT1 HEIGHT, 29• 99 1�T�8 u3z VMze IZW� IXCF7315 TALE DESIGN LCAD6 FOR LASTED ev= ACCGMmO TO THE ROTDA MTERNAD BlllpNG COOE (BAYD ON jy OM.MSY' COxDGYt ; 1) ENQOBED I 2' OF WNH CT 6ULCN01 END IONS. 3) q TIMIM IN KWRMN,'E'MD, L sPECnC (ACUNTon BY A OYNIFIEU WT O R. IBC 190 2W 200 2" C.D 1.0 D 9,C D.0 D M' is, 2s• 111' 20' r— I ff T �I NJ � 1 1willLOCK I�MM®7 PISTON U) LHR TOP BRACKETS USED MAY,3 OPENING "M . 12'-O'. INNER BOTTOM BRACKET. SEE Ml NOTES ON SHEET d, (1) 3-IN ROLLER CARRIER USED WITH 3" TRACK. REPRESENTATIVE GLAZING PATTERNS. GLAZING AIRY BE IN ANY LOCATION IN ANY OR ALL SECTIONS. THESE PATTERNS ME REPRESENTATIVE OF THE APPROVED CONFIGURATIONS. NOT ALL CONFIGURATIONS ME AVAILABLE AS STANDARD PRODUCT. CONSULT FACTORY FOR DETAILS. &Cq� ist �UCieyVF® SH REWSED UPC. / SH AD0E0 CRM MODELS. METAL SCREWS D 0 0 I/4'13SELF TAPPINGG S SCREWS. 0 p p d CA ENO MINCES 19 GA MERMEDIATE HINGE NEW 'B• MEW 'C' SEE END HINGE NEW B. -SEE INTERN. HINGE NEW C. C TWO POINT LOCKING INTO TRACK. IlIppp SLIDE BOLT LOCK END _F ENGAGES IMO STILE. VERTICAL TRACK. ONE LOCK ON EACH SIDE OF III\ POOR. w9NE AIDE BOLT `6' T-STRUT. T IMK OPTION. END D� STILE B ONTO VERTICAL TRA SNAP LATCH ENGAG!4t LOCK BAR 1V}II� ENGAGES IN TRACK ONE SNAP LATGM ION D FACN SINE OF DOOR. EACH 510E OF DO (NITS KEYED WTH OUTSIDEEND LOCK BAR LOCKING, KEYEDSTILE HANDLE. HANDLE DuisIDE KEYED IpCK Yl,IH SNAP LATCH LOCK OPTION KTUNNG MZXCI CO DSIUA-IF477 SIGN LOADS: +50.0 P.S.F. h 656.0 P.S.F. PART NO.: N/A hNFF zbm OaN.:s py g 8565 ONAISOID US.I Efi� Clo WN BLOAD GATING A TDLERANC= w; ay d �„_T,o ;,N W 8 D P 5 0 AA1S DESCRIPTION: MODERN STEEL 2' WELUGORE +50/-M PSF TO 12' W pppp . s.001 DRAWN BY: SN DATE: 12/205 SCALE: NTS DIYC,n B CHECKED BY: DATE: - Deq<cF S1/2' SHEET 1 OF S SIZE H Sw)<A anuN aL DWG. NO.. 1Cs050 I VER: IBC D C 4 3 HDDERN STEEL CUHHERCIAL DOORS SEE SHEET 5 FOR 'CANYON WSH GRDOVCD FLUSH I GROOVED RINE MODERN SERIES- HUPCC2 9209, HDPCR2 372E 3729 MODELS. 7208 7209 -- C7R20 P.E. Ne, 03286 4 2 OF IMPACT —RESISTANT CONSTRUCTION: SOLID DOORS (NO GIA2NG) OR DOORS W7H OPTIONAL IMPACT -RESISTANT GLAZING ARE OFFACI-RESISTANT. DP1 IMPACT RESISTANT ASSEMBLY CONSISTS OF ,ALIBIMIUM FRONT FRAME AND SAIRC P LOAN 9034 (VEnQ,YS ALSO APPROVER. MRID. 9030, 90318. 90316. 903I7, 90311. 90314, 90355) OR GAYER wrcROLON CP (VERSIONS ALSO APPROVED: SL. AR, I5), APPRMID CC1 PLASTICS W ACCORDANCE WITH IBC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH TOD 202. THE ENTIRE DOOR ASSEMBLY INSTALLED IN WMPIAANCE wax TES SECTION MEETS THE WHO LOAD REOUREMENTS OF THE FLORUA BUILINNG MOE AND INTERNATONAL BUR -DING CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. SECTION B—B (IMPACT —RESISTANT GLAZING OPTIONI INSULATED ODOR SECTION. DECORATr FACADE. EXTERIOR OF UOOR. (SEtf- �1POIC 1/9tliEN5. 1.75- INTERIOR OF DOOR. RETAINER. (12) Y8-I6 A 1/r ALUMWUM FRAME. SELF -TAPPING SCREWS. 1/4' MICR POLYCARSONATE pADNG. N z N ncrtwva,co en _Y9Y Q] a"513-]N-i .0 . Y.OJ1 RM4F F. IM, 113-1T1-� .CO a.015 DESCRIPTION;MOOERN STEEL 2- ORI DIG AA% .OM . 20, DRAWN 01': SN DATE: 12I 19reef . t I/x' CucrRM PN __ nnTP __ 1 C C IJ DSIUA1F477 f NO.: N/A A C R a 4 3 MODERN STEEL [O=DD�S ETFLUSH GROOVE➢ FLUSEE SHEETRIDGE MODERN SERIES9200, H➢PCC29209. HDPCR2 372MODELS. 7208 7209 -- M01670NGL (TW)JWB (RD LOW FRDJ JAMB TO SUPPORTING STRUCTURE ATTACHMENT 1. , D E 10A0 MOM THE DOOR 6 HANSI'MIED TO DIE TRACK AND THEN FROM THE iRACJT TO ME f.6 VERMAL Sw (GRME E2 Oft BETTER) Y M NO LOW WON THE DOES a TRMSRAREO TO THE MORIIOIR4 (TOP) J 2, E4 YERRGL JAMB BE" A LMIIV W DCSICN LOW OF NIIB ER A -116 T8 PER LNTAR Fool ALL ERFA O .M 2 TAPERERS WY TS (BUT MY NOT SECURED TO SE) WUWERAIRK TO PRO/RE 4 {LUSH WUHTFd SURFWE. 4. A 1/3 STRESS INCREASE FOR WARD LGD W/S DDT LIED) IN M CALEUANDN OF ALLOWABLE LOWS FOR AN04O S MO FASTENERS FOR STEEL CONCREIE MO WDONRT. 2 I � 2' THICK -SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR. URETHANE CORE DENSITY 2.4 P.C.F. Ij `EA 12 G)kRA GALV. STEEL TOP ROLLER BRACKET. SHEN BRACKET ATTACHED W/(4) 27 GA TMIN.ERN STEEL CALV. EXTERIOR SKIN W11H _`Ii{/ IE� E SLIDE ED TO SCREWS ADJUSTABLE DUDE ATTACHED SHEET ATTACKED TO TOP BRACKET WITH (2) I/f11/2' BMEO-ON PRIMER AND A BAKED -ON POLYESTER BOLTS AND NUTS PER BRACKET. PAINTED TOP COAT. TONGUE AND GROOVE JOINTS. 0 D2.6 MIDI) J S ME NOT REOYWEO WIN CONTNb S AWAE MOUNT TRACK. HONEMR. U 2MD ON STEEL JMFBS OR CONCREIE OR BLOCK WALLS, MPROVED FASTENERS AS 4. DS, BELOW SHOULD UE INCREASED IN LENGIH OT 1-T/2' AN NSTALLEO BAGGILY TNAWGM ME ANGLE AND 2.0 WOOD JMBS INTO SHE STEEL JMBS OR CONCRETE OR BLOCK r r£RTICAL JAMB WILLS. MCHORS CAN BE (BuT ME NOT ROSAR O TO On COIPRERSUNK TO PROACE 4 RUSK I STRUT. 14 GALV. STEEL ROLLER W HINGE, EACH FASTENED TO ENO STILES W/(a) X14.5/8' SKEET X3/4' 005%JL IN. C MWNRNO SURFACE. CONOIU WS MOLE TRWK CM BE MCNORED DRECTLY M GROUT 4-I/4' 0.057' MIN. CALV. STEEL, METAL SCREWS AND (2) 1/4 •� RENMRCFA &m WALL OR 3.000 PSI Ux. CONCRETE COLUMN OR STEEL 1WBS. L XSI^CMIN. \ SELF TAPPMG SCREWS �56 I r ~ONE t' T-STRUT PER SECT" (SEE 20 G.L MIN. GALY. S7EEl. 1-7/8' VIEW 'U7. EACH T-STRUT ATTACHED SD N51 MIN. T AT ELCJI HINGE LOCATION OCATIO (2) 2.fi HB TD n pPoRT N STR K`T I AITA[HUENT SCRITHEWS. 1TEAL]/4' SELF SCREWS. BUILDERSA TYPEFASTENERS, MAXIMUM ON -CENTER DISTANCE B R• STEEL WASHERS REQUIRED HOLLOW ONO BLOC% WALL 1/4' . 1-1/4• H1K EMBED LLTRWDM CD`CRETE ANCHOR 5 I/2' I• DD WTNT-FILLED CNU BLOCK IIV . 1-1/4"MIN. ENDED 0.TRACON CONCRETE ANCHOR 9• P LL0. a. PSI RDK CONCRETE 1/44 . 14 MIN ENBEO ULTRK9N CONCRETE ANCHOR Of I' DD BIDS PSI MIN. CONCRETE 1/4• . V MIK ENDED IMCDN CONCRETE ANCHOR 7 112' I' DD 2000 PSI NIK CDACH2TC 31W A 1-3/4' NIK ,M V WE -IT AWOL TITS SLEEVE ANCHOR 16 3/4' INCLUDED 4000 PSI MIK CONCRETE 3N1' K I-3/4• MIN. "BED VCJ IT AWOL TITE SLEEVE ANCHOR 24' INCLUDED WOOD CRAKE MP 055 =1 T/2' . 3' LAG SCREW (PITH A307. GRADE A) I-S/B• ENDED INTO STRUCTURE IB• v DlA I4W STEEL 40.060' MINI IH'-14 • 1• ITV 80LDEK TEKS SELF-MILLIMO FASTENER 7 I/2' I. DO 12G STEEL'E'* KIH] IA•-14 • 1' ITV BDILBCK MKS SEW -DRILLING d1TOKR 13 I/4' 1• DD. 1/0' STEEL V4•-14 . P ITV HUILO[K TEAS SELF-ESUL" F4STCIS4 IS 314• C DD '•: FIRST 180TTOW) ARCHON? I SIMAT NO WERETHW NNF M INE WKNW 04-CURTER DISTMI R—' /Hewn maiNuiu AT IELDT AS NOR AS S2 DOOR OPENING. 4 �• F Y c (/,a V• MCPAY DOES NOT SW0.Y CRIB ATI/{ My MSTERERS MNNW MIMCE BETWEEN, CII OF MCNOR AND CWL W CO1UtLlC: 7-112% B,,EL C SNCCO TWCA W. EYCFPDON TOM UPCON -- UMWu1 EDGE DWMCE FOR TMRM FASTENER IB 1-1/4% EAOUDNO SNCCO NLYKNE55. SIT, SPAT O^'. q P :BRIM• OTHER .IAMB CONFIGURATIONS: REFER TO GSW TDS-161. A LICENSED DESIGN • CN ••CIO R 1 D. pN4� ,A4SSFI::'SC4a_.4 PROFESSIONAL WY ALSO BE EMPLATEO TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFOURATONS. C! 3 L 27 GA. STEEL GALM INTERIOR SKLY LHM A BAKED -ON PRIMER AND A BAKED_`` POLYESTER PANTED TOP COAT. ONE 3' U-BAR ON THE BOTTOM OF THE B BDEE SECTON (SEE VIEW 'E�. EACH U-BNt ATTACHED AT EACHH HRNDE IOGTION WITH (2) 1/4'.3/4' SELF TAPPWG SCREWS. I3 GA MEN. GM.V. SEELL BOTTOM BRACKET. ATTACHED WTI. (4) X14a5/8' SHEET METAL SCREWS. ALUMINUM 'MUSION h WNTL WEAT.ERTENP. SECTION A -A (SIOE VIEW) .0 • 1.011 .00 • 3.015 .000 5.005 DaAr�4n iI�Y A D I CO 1 I o P TAR o gum �EMNG NF1LM v pp°p MppR � OPENNC NflmR v pppq MWIf� ry N A 1 O 4 i; 9� � N e I IA ui Pem< " 8 W co • OP Tug £ � �p 4 !!f � m � ;fig€•"$� �� m CA R s o m M £ € o ° CO im W 3 POP 1... IIIIIm........ n°p '9-A aaomomo o g"� A�F a oXN_ v$ -: d o E$mw 3 HE � g o �ygyx £=rggiyEny a N N C55 g P ?^g 01 n _ �}.j NNNNN Tg N '�y SPS n Z L.J � .�^.g �vi: E i J� m gN� 30 � vs Ay` cQ �fN'.9 O . On po _paw g p Z y IL o f �• v X'cSF m 3� n .JI NSP � C' nr2T2 iu ?bbn O C yyyll 1/ •,, m - Z y 1\ ... 00c I IR'ym Vi c Ino o a •0 S�K m � Ao� �n7c\j CD 92 oomVAN D CO C� p 4 1 3 CLOPNY 'CANYON RIDGE MODERN SERIES': CRM2nnn HOLM S 'GLENMOOR MODERN SERIES': GLM2nnn IDEAL 'CUSTOM CRAFTED MODERN WOOD —LOOK' SERIES: WLM2nnn D NOTE: "nnn" REPRESENTS THE ARRANGEMENT OF THE DECORATIVE OVERLAYS. DOORS MAY !I RAVE ' LANK' APPEARANCE, ALUMINUM INLAYS, OR "FULL VISION". f ECTION B-8 (CANYON RIDGE TYPE PACT —RESISTANT GLAZING OPTION) INTERIOR OF DOOR. EXTERIOR OF DOOR. INSULATED DOOR SECTION C DECOR TIVE OVE RLAY. 416> 06-18 .x V SIL COIL SELF -TAPPING SCRCVS ADHESIVE. CELLULAR PVC RETAINER. (2) 48-18 x }• SELF -TAPPING lRME CAP. SCREVS. (1) MIDDLE OF TOP AND (1) MIDDLE OF THE BOTTOM OF i' THICK FRAME. PO YCARBONATE ALUMINUM FRAME. D. A 4 THE SINE REWORUMENR AND BASE CONMNRATU,N OESUIBFD ON WAGE! ACR57AiT ARM IMPACT SHOWN IN RETAIL. B-B ABM. 5 OF REPRESENTATIVE GLAZING PATTERNS, I�1 1�1 I l�l El FULL VISION GLAZING SHOWN GLAZING YAW BE IN ANY LOCATION IN ANY OR ALL SECTIONS. THESE PATTERNS ARE REPRESENTATIVE OF THE APPROVED CONFIGURATIONS. NOT ALL CONFIGURATIONS ME AVAILABLE AS STANDARD PRODUCT. CONSULT FACTORY FOR DETAILS. 3 'r OPTIONAL GLAZING R IMPACT RESISTANT GLAZING. MAXIMUM GLAZING SIZE (OLD) IS 0B-1/9"X13-I/4 GLAZING MAY BE FULL VISION. SHORT -PUNK OR LONG -PUNK. SEE SECTION B-B ON SHEET S FOR IMPACT RESISTANT DETAILS OR SECTION B-B ON SHEET Z STANDARD CONSTRUCTION. GLAZING MAY BE INSTALLED IN ANY LOCATION IN ANY OR ALL SECTIONS, 1 4CK BASE DOOR D OVERALL THICKNESS. iYfIN-RIDGE TYPE MODERN SERfq: HIGH101, NSNY MOLDED COMPOSITE CLADDING OR OV ", ADHERED TO OUTSIDE SKIN WITH PERMANENT ADHESNE. SECTION A -A (SIDE NEW) I ULCIWNLC� aN .0 3AJ1 OO " 3.015 ODO " 3.005 0000 YMnf SIG IE. oaolsiaeA. arou IMON C 11 477 A