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HomeMy WebLinkAboutProduct Approval ,� �' `s , .r a -,T r .,.a r 7`3 z- s +r• -cam a, y.---fti ARe'� '� J 63' ,,:ra: w f m tfaC '�u'`''E'S- iv a -3,b :5 ''a• f� i h q.o4gw -sko ti;E'>y ks4_Y-".t. e'_.. i-_ i .�tz r Ea �t._ a ce..^•�4, 4.,,,+4' .4 3,- e�Sg xa 4.v n ^`t *�. "s'-z � rF+ .� .r :S s. z"`.rn 4"`a v,,,- �It+''tr �y-yam- F f1 3 q'nZi l 1 ,F`' ,.....,...2.„b.. -.I to nr's ( �.�cl '' t N"'a !.2,4211_ ,lt R -fit.SYS' ti,3.r' ,*�, .S i�j f�+l`"95 4 ki l.t i It ^ .. b, �`- W-_iy. 'f ,-:,, m ,'fin h, ���� j y t' BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff • 8C15 Site Map ' Links Search lrurji r ---p, �, Product Approval C, t ,lt l'`` (r., ° USER:Public User t Pr':.tu•A,•z ;,I W..n..>Prodts..1 Of .1 ur_t_ := ,>V_ r,r: 1 z.>Application Detail W AI •SFL# FL 16107=R'10 Application Type Revision. Code Version 2017 Application Status Approved Comments Archived • Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason;OH 45040 (513)770-6062 • mwesterfield@clopay.com • Authorized Signature • Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email 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 • Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE-63286 Quality Assurance Entity. Intertek Testing Services NA, Inc.-QA Entity Quality Assurance Contract Expiration Date 12/31/2020 • Validated By Gary Pfuehler • Validation Checklist-Hardcopy Received Certificate of Independence Ft.l6107 R.10 Col Certification of indepencienr of 1(7!ida-ion Entity= Gary Pfuehler_igif ii.16tO7 R10 LOO Statement olttndcwe:ndence of Fv_rlWa0on Entii:y: Scotiliamilton 120424.pill Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 • Limits of Use Installation Instructions Approved for use in HVHZ:Yes _L 107 G:10 11 111475:rA-i E,v07-siiin•eil.uc_i_ Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure:+38 P5F/-42 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or El_16[07 RIG AE COPE 121212-A,prlr doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 16107.6 06 W6-16 PAN-2F143; 84A,94,98, Steel Pan(min, 24 ga.)Double-Car(9'2"to 16'2"wide) 48,488,4F;4RST WINDCODE®W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL1u107 P.10 Ii 104753-B-Rev02-syned.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 • Impact Resistant:No Created by Independent Third Party: No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load 1=I_161_0_7 R10 � -A 13-GC--17121?=.A.nrlf requirements of the building code but DO NOT meet the Created by Independent Third Party:No impact resistant requirement for windborne debris regions. • 16107.7 07 W6-18 DSIE-1F171:4300, Double-skin Insulated EPS(exterior skin 27 ga.min.;Interior 4301,4310,HDG,HDGL,HDGF,66, skin 27 ga.min.)16'4"to 182"wide WINDCODE®W6 66G,67,67G,68,SP200,SF200,• Garage Door with Optional Impact-Resistant Utes 5E200,6200,6201,6203 Limits of Use Installation Instructions • Approved for use in HVHZ:Yes 1116107 R10 Ii 104751-A-RevO2-sic ned pclf Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL1.F>1O7 R10 AE CBPC 121212-A.1)df doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 16107.8 08 W6-18 DSIE-1F171:4300, 'Double-skin Insulated EPS(exterior skin 27 ga.min.;interior 4301,4310,HDG,HDGL,HDGF,66, skin 27 ga.min.)16'4"to 18'2"wide WINDCODE®W6 • 66G,67,67G,68,SP200,SF200, Garage Door SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ:No FL16107 MO It [U1751-6-f ev02-signecL clf Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party:No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FL16107 RIO AE CBPC 121 12-A.odf requirements of the building code but DO NOT meet the Created by Independent Third Party:No impact resistant requirement for windborne debris regions. • 16107.9 09 W6-18 DSIU-1F171:9200, Double-skin Insulated PUR(exterior skin 27 ga.min.;interior 9201,9203,HDP20,HDPF20, skin 27 ga.min.)16'4°to 18'2"wide WINDCODE®W6 HDPL20,7200,7201,7203,8200, Garage Door 8201,8203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107.R10 II 1U:1777-A-Rov_02-siLedp . df Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 RIO Al CBPC 17.12124,nd( doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 16107.10 10 W6-18 DSIU-1F171:9200, Double-skin Insulated PUR(exterior skin 27 ga.min.;interior 9201,9203,HDP20,HDPF20, skin 27 ga.min.)16'4"to 18'2"wide WINDCODE®W6 HDPL20,7200,7201,7203,8200, Garage Door 8201,8203 Limits of Use Installation Instructions Approved for use in HVHZ:No F1_161.0711_1047.77_8,-Revn7`s:nz ii_ixif Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party:No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load Ft 151.07 P.10 210 CBPC_121212_A_pdf requirements of the building code but DO NOT meet the Created by Independent Third Party;NO Impact resistant requirement for windborne debris regions. 16107.11 11 W6-18 PAN-2F1.53: 73,75,84A, Steel Pan(min. 25 ga.)Double-Car(16'4"to 18'2"wide) 94,42,48,428,48B,4RST,6RST, WINDCODE©W6 Garage Door with Optional Impact- GD55,GR55,AR5S,ED5S Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes F116107 R10 11 10471;1-A-Ppv04•5:intiedLnrif • Approved for use outside HVHZ:Yes Verified By; Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No • Design Pressure:+36 PSF/-42 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FI_1(i117 Rio AF CBPC ;?17l7-A.p4 • doors with optional impact-resistant glazing are Impact- Created by Independent Third Party:No resistant(large missile impact). 16107.12 12 W6-18 PAN-2F153: 73,75,84A, Steel Pan(min.25 ga.)Double-Car(16'4"to 18'2"wide) • 94,42,48,42B,48B,4RST,6RST, WINDCODE®W6 Garage Door GD5S,GR5S,AR5S,EDSS Limits of Use Installation Instructions Approved for use in HVHZ:No fLI6t07 8-12.11 1047b_I-B- '1-cigniad.nllt Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party:No Design Pressure:+36 PSF/-42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load 161(ii R10 Al COOL 121212-A.1)df requirements of the building code but DO NOT meet the Created by Independent Third Party:Yes impact resistant requirement for windborne debris regions. 16107.13 13 W7-18 PAN-2F143: 84A,94,98, Steel Pan(min.24 ga.) 16'4"to 18'2"wide WINDCODE®W7 48,48B,4F,4RST Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 RIO Ii .104762-Rev0'L-sinned.pdf Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure:+41 PSF/-46 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 RID HE C BPC t- i_i 2-A.pcit doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 16107.14 14 W8-16 DSIE-1F171: HDG, Double-skin Insulated(exterior skin 27 ga.min.;interior skin HDGL,4300;4310,4301,66,66G, 27 ga.min.)Double Car(9'2"to 16'2"wide)WINDCODE® 67,67G,68,6200,6201,6203, W8 Garage Door with Optional Impact-Resistant Utes SP200,SF200,SE200 Limits of Use Installation Instructions Approved for use in HVHZ:Yes. FL16107 010_11i0=1736-Rov0_;innedLpdf Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+46 PSF/-52 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or F116107 R10 AE RBPC. 12121;?-i_,.hdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.15 15 W8-16 PAN-2F143: 84A,94,98, Steel Pan(min.24 ga.)Double Car(9'2"to 16'2"wide) 48,48B,4F,4RST WINDCODEO W8 Garage Door with Optional Impact- Resistant Utes Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 RID II 104754 i s 2_sinned.osif Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure:+46 PSF/-50 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FR16107 Rio Al CBPC 121212-A.pdr • doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile Impact). 16107.16 16 W8-18 DSIE-1F171: HDG, Double-skin Insulated(exterior skin 27 ga.min.; interior skin HDGL,HDGF,4300,4310,4301; 27 ga.min.)Double Car(16'4"to 18'2"wide)WINDCODE® 66,66G,67,67G,68,6200,6201, W8 Garage Door with Optional Impact-Resistant Utes 6203,SP200,SF200,5E200 Limits of Use ■ Installation Instructions Approved for use in HVHZ:Yes FL16107 R1:0 I1_1n9752-Revs sigl)ari.fxif Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure:+46 PSF/-50 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or F11(Rn7_RIO Al CRPC 1X2212-A.Lf doors with optional Impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile Impact). 16107.17 17 W8-16 DSIV-1F171:9200, Double-skin Insulated PUR(exterior skin 27 ga.min.;interior 9201,9203,HDP20,HDPF20, skin 27 ga.min.)Double-Car(9'2"to 16'2"wide) HDPL20,7200,7201,7203,8200, WINDCODE®W8 Garage Door with Optional Impact- 8201,8203 Resistant Utes Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 Rio iI 104778-Rev03-slane.d.ucif Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure:+46 PSF/-52 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107_RIO AE .CBPC 121212_A..i*Jf doors with optional impact-resistant glazing are Impact- Created by Independent Third Party:No resistant(large missile Impact). • • • • Fr- • 16107.18 18 W8-18 DSIV 1F171:9200, Double-skin Insulated PUR(exteriorski Pit Interior 9201,9203,HDP20,HDPF20, skin 27 ga.min.)16'4"to 18'2"wide WINDCODE® 8 HDPL20,7200,7201,7203,8200, Garage Door with Optional Impact-Resistant Lites 8201,8203 Limits of Use Installation Instructions • Approved for use in HVHZ:Yes FL16107 R10 11 1Q'1779-Rev02-sianed.pdf Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No • Design Pressure:+46 PSF/-50 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FLR107 R10 AF 21212-A.11df doors with optional Impact-resistant glazing are Impact- Created by Independent Third Party: No resistant(large missile Impact). 16107.19 19 W6-16 DSIE-1F471:GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.; Interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga.min.)Double-Car(92"to 16'2"wide) AR2LP,ED2SP,ED2LP,4302, WINDCODE®W6 Garage Door with Optional Impact- HDGC,6202,MFC68,4305,HDGR, Resistant Lites • 6205,SFR6B,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL36107 ilID II 104785-A-Rev03-signed.pd1 Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No • Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL1G107 R10 AE CI3('C 1302!4-A.1)cii' • doors with optional Impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.20 20.W6-16 DSIE-1F471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga.min.)Double-Car(9'2"to 162"wide) AR2LP,ED2SP,ED2LP,4302, WINDCODE®W6 Garage Door HDGC,6202,MFC68,4305,HDGR, 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:No FL16107 RIO it 104785--f3�Rev037si vieci,;11f Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 • Impact Resistant:No Created by Independent Third Party: No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load F1:16107 Rio AE CI3PC 130214-A.odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No Impact resistant requirement for windborne debris regions. Go to Pagefa ia a Pagel/3d ,back} • Contact Us::2601 flair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer,Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275 (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 available to the public.To determine if you are a licensee under Chapter 455,F.S.;please click here. • Product� Approval Accepts: Pg71t. 0 qtr. Eti Credit Card Safe • December 12, 2012 (revised 8/28/15) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6 through W8 I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited independent laboratories as required by the relevant Florida Administrative Rule, the engineering rational analysis, and the product drawings. The test reports are listed below Assembly testing was conducted by American Test Lab North Carolina. Component-testing was,conducted-by HETI and ETC. For the doors listed in Tables 1 through 5, Static Pressure Tests were conducted in accordance with TAS 202,1994, ASTM-E330-2002 and ANSI/DASMA.108-2905. Missile Impact arid Cyclic Pressure Tests were conducted in accordance with TAS 201-1994 and TAS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA115-2005. The pressures listed on the drawings areeither direct results of these tests or results obtained through engineering rational_analysis based on actual tests. I have concluded that the door designs listed below in Tables 1 through-5 are in compliance with these High Velocity Hurricane Zone test requirements of the Florida Building Code and therefore are qualified as impact-resistant assemblies (large missile impatt). TABL I Dra • es or .o. s I - r P ed t Code MC PAN- _ • 104710-A-ReV03, maxdoor size 16'2 ' x .16'0"; +36/-42 PSF (design load) 104761-A-Rev02; max. door size 18'2" x 16"0",; +36/-42 PSF (design load) T BLE 2: D s,s • all e Lite . .rn• Prod c Code PC P. 104753-A-Rev02, :max. door size 16'2" x 16'0"; +381-42 PSF (design load) 104762-Rev02,- max. door size 18'2" x 16'0"; +41/-46 PSF (design load) 104754-Rev02, max. door size -16'2" x 16'0"; +46/-50 PSF -(design load) TABLE 3: Drawines for doors ith a ut. t. 4Iq ode MC DSIE-1 17 104724-A-Rev03, max 'oor size. 16 2 . x 16 0"; +38/-42 PSF (design loa. 104751-4k-Rev02, max door size 18'2" x 16'0"; +38/-42 PSF (design load 104736-Rev03, max. door size 16'2" x 16"0"; +46/-52 PSF (design load 104752-Rev03, .Max. door size 18'2" x 16'0"; +46/-50 PSF (design load) TABLE 4: Drawings for doors with Manufacturing Product C..- wo DS U- F171: 1.04777-A-Rev02-, Max. door size 18'2" x 1610; +38 -42 PSF (design load) 104778-gev03, -max. door size 16'2" x 16'0"; +46/-52 PSF (design load) 104779-Rev03, Max. door size 18'2" x 16'0"; +46/-50 PSF (design load). TABLES: * .1,A/ aS • 4.0 cwt h a ufacturn• Product Code MC 4-1 :" 104439-Rev02, max. door size 9,0" x 12'0"; +47/-55 PSF (design baa) PAGE 1 OF 4 PILE:CBPC_12/242A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W8 104998-Rev00, max. door size 16'2" x 12'0"; +41/-47 PSF (design load) For the doors in Tables '6 through 9, Static Pressure Tests were conducted in accordance with ASTM-E330-2002 and ANSI/DASMA 108-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests: I have concluded that the door designs listed below in Tables 6 through 9 are in compliance with these test requirements of the Florida Building Code, TABLE 6: Drawin•s. or ••• >i uri,• Product Code PC • A 5`. 104710- B-Rev03, max. door size 16'2" x 16'0" +36/-42 PSF (design load) 104761-B-Rev02, max. door size 18'-2" x 16'0"; +36/-42 PSF (design load) TABLE 7: Drawin.s or ••• . u,I .f, 'n• • od c Cede PC PAN-2F,, • 104753-B-Rev02, max. soor size 16'2" x 16'0"; +38/-42 PSF (design load) TABLE 8: Drawln.s for doors with Manufactur- ,• ,•re.., uPC DTE-1F171:' 104724-B-Rev03, max. door size 16'2" x 16'0" +38/-42 PSF (design load) 104751-B-Rev02, max. door size 18'2" x 16'0 +38/-42 PSF (design load) AB E Drawl'•s or doors-wit Manufacturin• Prod t e•= u • DSIU 1F171: 104777-B-Rev02, max. door size 18'2" :x 1.'0"; +38 -42 PSF (design load) Test.Reports: ATL-0801,01-.12 (8/15/12), ATL-0813,01-12 (10/9/12), ATL-1.015.01-12 (11/3/12), ATL-1113,01-12R (2/18/13), ATL-1107,01-12.(11/20/12), ATL- 1023.01-12 (11/13/12), ATL-1009,01-12R (11/20/12), ATL-0827,01-12 (10/9/12), ATL 0123:01-14 (9/3/2014), ATL 0121,01-15 (2/6/2015):These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. Product Description for doors with MPC PAN-2F153: These doors consist of 2"thick steel pan sections with .min. 25 ga. (0.019")'skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height Is 21". These doors may have optional Impact- Resistant Glazing. Optional Impact-Resistant Glazing is a one-piece injection- molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 84A, 94, 98, 73, 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 42B, 55, 55S, GD5S, GD5SV, GR5S, GR5SV, ARSS, ARSSV, ED5S, ED5SV. Not all models may be shown on a given drawing. Product Description for doors with MPC PAN-2F143; These doors consist of 2"thick steel pan sections with min, 24 ga. (0.022") skins: The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21".These doors may have optional Impact- Resistant Glazing. Optional Impact-Resistant Glazing is a one-piece injection- molded front frame and glazing. The following models are at ieast structurally PAGE 2 OF 4 PILE:CBPC_121212-A.3 EVALUATION REPORT FOR CLOPAy BUILDING PRoDUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W8 equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B. Not all models may be shown on a given drawing. ProductDescri•tion for doors A h MPC DSIE-1F171: These doors consist of 2" double-skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27.ga. (0.016") G40 DDS per ASTM A653. The maximum Section height is.21". These doors may have optional Impact-Resistant Glazing (IM). Optional Impact-Resistant Glazing (IM) is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 4300, 4301, 4310, HDG, FIDGL, FIDGF, 66,- 66G, 67, 67G, 68, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a given,drawing. Product Descriotion for doo s w* h u PC DSIU-1F171:_ These doors consist of 2"double-skin insulated sections with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0:016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing. Optional Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested.door: HDP20, HDPF20, HDPL20, 7200, 72011 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given 'drawing. Product Description for doors With.MPCJA/-1899: These doors consist of 2-13/16" custom wood door sections with hemlock rails and stiles and decorative cladding and overlays, The maximum, section height is 28", These doors may have optional Impact-Resistant Glazing. Optional Impact-Resistant Glazing is certified laminated glass as detailed on the individual drawing's. The following modelsare at least structurally equivalent to the tested dOcir: CR800, MR800, CH900, CRDnnn. Not all models may be shown on a given drawing. Impact Resistant Glazing (IM): The optional impact resistant glazing is an injection-molded polycarbonate front frame and:glazing (GE LEXAN SLX2432T) that is an approved Cl plastic in accordance with testing required by FBC-B 2612. Approval based on review of the following tests: HETI-06-A002 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM D638:(after); ETC-06-1024-17496.0 ASTM D2843, ASTM D635, ASTM D1929. Limitations: The drawing(s) cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details and relies on the illustrations and text of these drawings as well, PAGE 3 OF 4 FILE: CIPC_121212-A.3 " '1Y COpt, EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6—W8 Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the,professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawing(s) referenced above. Installation requirements per the relevant Florida Administrative Rule, including attachments, are detailed on the drawing(s) listed above. Installation mustas shownbeinacbcnortdbaeg(s nbcerawwiitbhmlistedufacabove.turerThesinstmanufacturer'sallationinstruced tionlisbeannsdmust be design professional listed'on the drawing(s) has reviewed the attachment details and installation requirements. toomarti,,, Signature: •so' HAA4 "sti s . ScoC)...•;: b..............se'eo ,Z* No 63286 - • Scott 'RID Iton, P. Y. * Florida P. E. No. 63286 rc :13 • STATE OF 414: Date: • / 14. PAGE 4 OF 4 FILE: CBPC_121212-A.3 • • • 4 3 + 2 1 17. 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET REVISIONS i MODELS24 GA 25 GA 25 GA 24 GA MODELS ! 25 GA I 3 OF 4 ,REV. NO. ZONE: 1 BATE: ECfJ NO. APPVD:J DESCRIPTION 41 _ k CLOPAY B4A, 94 73, 75 76, 75L 93 _ CLOPAY 'GALLERY' t G25S, GRSS I 03 - C - - SH I SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST 1 6RST 2P.ST 4F I HOLMES 'ARTISTRY' .AR55 - . HOLMES 145, 488 422, 425( -- j -- _ I IDEAL 'CARRIAGE HOUSE' ED5S D I SHORT I LONG I FLUSH SHORT PANEL I—2" THICK D HORIZONTAL (TQP)JA`13 JAMB TC.SUPPORTING STRUCTURE ATTACHMENT ` r NO LOAD FROM DOOR) ) (2) 12 GA. GALV. STEEL TOP ROLLER ) ( 1. AU. 25 A. EL " RI. THICK) ' BRACKETS (2-1/2" x 5-3/8"). EACH �� t. ALL THE LOAD'FROM THE DOOR 6TRANSFERRED TO THE TRACK AND THEN FROM THE iR?CI<70 DOS STEEL EXTERIOR SKIN ra,� ._ • THE 2.6 VERTICAL SVP (GRADE#2 OR BETTER) JAMES. NO LOAD FROM THE DOOR IS WITH G-40 GALVANIZING, 'I �,p��BRACKET ATTACHED 5`!/(4} #14450"_SHEET 'A TRANSFERRED TO THE HORIZONTAL (TOP)JAMB. BAKED-ON PRIMER ANDA If ' METAL SCRE'�IS ADJUSTABLE SLID:. A?FACHED 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +288<_E& -336 LB.PER LINEAR BAKED-ONPAINTEDTO TOP BRACKET (2) 1/4%1/2" BOLTS 7 FGDT OF JAMB. POLYESTER I ( 3. ALL JAMB FASTENERS MAY BE (BUT ARE ROT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A TOP COAT APPLIED TO BOTH b AND NUTS PER BRACKET. FASTENER FLUSH MOUNTING SURFACE. SIDES OF STEEL SKIN. • TYPE 4. A 1/3 STRESS INCREASE FOR'SAIlS LOAD WAS NOT USED IN'THE CALCULAtION OF ALLOWABLE • / .r LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. • MAX. 0.C. • o j I SHIP LAP L JOINTS 14 GA. MIN. GALV. ROLLER HINGE. EACHC _, ip HINGE FASTENED TO END STILES W/(4) • 0' '14x5 8" SHEET METAL AND 2 2x6 VERTICAL JAMB ' I..._.i /4"x3/4" SELF TAPPING SCREWS. SEE , 4"— . VIEW .,8.. ET---) 4 % j . • LI �— ONE 4" T-STRUT PER SECTION. (SEE VIEW I' STRUT.R TAPES . HINGE LOCATION WITH (2) 1/4 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT VIEW "D_ _"D") EACH T-STRUT AI,ACHED"x3/4" SELF EACH (NOT TO BE USED FCR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS 0.R SLI=FORTING STRUCTURE) 4"TALL TAPPING SCREWS. I MAXIMUM 0.057" MIN. GALV. STEEL, ON-CENTER 50 KSI. MIN. DISTANCE STEEL BETWEEN WASHERS I ,' BUILD:NG TYPE I FASTENER TYPE FASTENERS"RECUIRED? BLOCK WALL I/4"e 1-1/4"MIN. EMBED TAPCON CONCRETE ANCHOR 7-1/2" t"0.0. I • 3000 PSI MIN.CONCRETE 1/4'x 7" MIS.EMBED TAPCON CONCRETE ANCHOR 8-1/4" 1'0.0. , (C B 17000 PSI MN CONCRETE 3 8"5t-3 4".VIN._!MED WEJ-Ii ANTITE SLEEVE ANCHOR 16-1/7"• INCLUDED B <000 PSI 4116. CONCRETE 3/8"X 1-3J4'MIN. FVFEf1 WEJ-IT ANKR TITE SLEEVE ANCHOR Iz4" 'INGLUTF .'�'1 WOOD FRAME(SYP 0.55 SG},1/2"x 3'I AG SCRAM(ASIA A307 GRADE Al I-5/8" EMBED INTO STRUCTURE 117-3/4" 't' 0.0. FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS RICH AS THE 60OR OPENING. . CLOPAY S NOT SUPPLY JAV.E ATTACHMENT ANCH FASTENERS. ANED 12 GA.-MIN. GALV. STEEL BOTTOM BRACKET MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"; EXCLUDING STUCCO THICKNESS. • \\\U` ATTACHED WITH (2) 74x5/8" SHEET METAL SCREWS. . ALUMINUM EXTRUSION &VINYL WEATHERSTRIP. ,, O��j`HA /,X,�,' #1445/8" SHEET METAL SCREWS; SECTION A-A (SIDE 11'19411) F o0 0 No 6 8 0i I HANUFACTOR:NG PRODUCT CODE *.• • • " ••%.*L pp p }\ .06 _ SHORT PANEL: PAN-2F153 1/4'43 4" SELF t��1� + LONG PMEL: PAN-2F156 /Q�, / 1° DESIGN:"LOADS +30 0 PS F.:a 42,0.P:S.F. ....O.* 7.. 5 ,Y� OI —TAPP:NO SCREWS. oJ/ �' !PART NO.: N ? A ▪9 TEST:LOADS 154.0 PIS '::Be 63 0 .S.F. / n ▪0 STA E OF 40 14 GA, 040 HINGES 18 GA. (MIN.) INTERMEDIATE HINGE I Unless 5tntae OlneMse _.(>!'O a 5585 Ouke SONIC a d I t+iI.DLOSS RATING ~ „E TOLERANCES we P u ossa 513OE 457 04600 I`rJ 6 13 6 T �i (F• O R V Q. \_.` VIEW '•B" •I V'% " P y 64.513-770-4900 i s GQ .0 t.G31 ul,ny Prof c,.tempary Fan 1.c.51"-770-.253 �'.................. .00 = 3.015• • .000 = e...005DESCRIPTION: 2"STEEL PAN DOORS 15.2"51i (SEE TABLE FOR MO3E 5) ENGINEER, .0000 = ..DDI DRAWN Dv: SH DATE: 1ill 9/72ISCALE: NTS DWG.-1:p11 SCOTT'DESIGN HAMILTON, P.E. DeSrees = c t/2' CHECKED BY: SH 'DATE: 17/20/121 SHEET 3 OF 4 SIZE U I FLORIDA LICENSE Ns. 63256 )ulnas CNS Drerwrse j Oi StENSICNS ATE.FI IKHES. DWG. NO.: 104710-A/6 1 VER: 18C 3 4 2 FLORIDA pn°DD UUCT APPROVAL 191107 11©7 • 4 3 ` ' 2 i 1 'CLASSIC' RAISED PANEL £145055 DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS'DOORS I SHEET: • REVISIONS• I4 OF 4DESCRIPTION MODELS 124 GA 25 GA I 25 GA 124 GA MODELS 1 25 GA REV. N0. ZONE:t DATE: ECN NO. APPVD: I CLOPAY 842, 94 73. 75 ( 76. 75L ( 98 CLOPAY 'GALLERY' I GD5S, GRSS 03 - - - SH SEE REVISION HISTORY ON SHEET ONE. 6 HOLNES 'ARTISTRY' ARDS ! IDEAL 4RST RST 2RST 4F I I HOLI4ES I 48, 459142, 429 -- -- IDEAL 'CARRIAGE HOUSE' ED55 I SHORT LONG FLUSH SHORT PANEL • • D D HORIZONTAL TRACK SUPPORT BY j I 7.= I/-DOOR INSTALLER (TO SUIT). NOTE: TRACK CONFIGURA:qN ABOVE THE COOK COUNTERBALANCE SYSTEM K JAMB CONFIGURATION • • DOOR OPENING DOES NOT AFFECT THE ,0 __ DOOR ® DOORSUP TO 800 LBS. WIND RATING OF THIS DOOR. ���666"` HEIGHT 73 GA GALV.STEEL ECIC BRACKET ATTACHED 70 1"COCR OVERLAP (EACH SIDE)—{ III.. r JAMB 1',7TH (3) 5/1E"x t-5/8"LAG SCREWS �� I STOP MOULDING BY DOOR INSTALLER (TO SUIT). AND TO TRACK WITH (2) 1/4"RIVETS. �� 7•" 2x6 SYP WOOD JAMB. SEE 16 GA.GALV. STEEL ENG STILE. 7'-6' 8?•'I 16 GA.CALM. STEEL DOUBLE END STILE. s,., 'JA.18 •PRf?ARATION NOTE'. .. 8��,�p.,r�q�„p: 2” TRACK CONFIGURATION J `$s IIPEW r 20 GA. MIN.CALM. STEEL INTERN'..STILE. DOORS UP TO 800 +9S 5 AS ROD:SPACING NTE 14"O.C. �S1HT;i ���I• tg GA.CA!V. STEEL INTER. 2-1/2 X 12 GA GALV. STEEL�I �� no HINGE FASTENED TO CENTER I� � X1011 TRACK BRACKETS:FASTENED TO STILE W/(4)EACH{14.5/8" 63" 2"GALV.STEEL TRACK. ��� w000 JAMBS WITH 5/6"x 1-5/8" f103:131111131ly:♦='iIIr�4- SHEET METAL_CRE'N5. g TRACK THICKNESS:0.083 LAG SCREWS•NOT TO EXCEED 14" ` , _ ON-CENTER. MIN.CF(5) LAG 7/16"I.D. ROUND e 'If 50' .11,-6,it d„ 'SCREWS R4^OU.REO PER JAMB. PUSH NUT U .L" -12•-6'14 " 2'GALV,STEEL TRACK FASTENED TO 1I FASTENER. = 12 GA CALM STEEL TRACK BRACKETS \ 14 GA.CALM. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14.5/5" C • 35" TYP. 2T TRACK % A2 GA GALV. ��� L • vWITH EITHER(2) 1 4"CIA. RIVETS OR m STEEL BRACKETS. Q$�� / SHEET METAL SCREWS AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE. C ATTACHED TO JAV.B WITH (I) ®i [[;]'� (1) 1/4`% 5/5"BOLT de PER 0 24" 5/16'X 5-5/5"LAG SCREW PER �� TRACK BRACKET. 2"DIA. 7-I/2"LONG STEM. 10 SALL STEEL ROLLER WITH STEELCR NYLON TIRE. TRACK BRACKET. 1=-s" • . ( t5 •"6791 J t0' 116'-0"184"I SECTION C-C • 3-1/2" !HR BRACKET(2-1/2".5-3/4'v'1206) • PREPARATION OF JAMBS BY OTHERS. ATTACHED WITH (2) 1/4" 3/4"SELF TAPPING � SCREWS. NOTE THAT LHR BRACKETS ARE ALSO USED WITH "DOUBLE END STILE"AS SHOWN IN •ZONE 8-3 SHEET 1. TRACK CONFIGURATION 00- TRACKPEI CONFIGURATIONAFFECT ABOVE THE • +3• 0000 OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DO1L.1• TRACK DOORS 800 LBS AND OVER WIND LOAD RATING OF THIS ODOR. DOORS 800 LBS AND OVER 10W H-AORC01.1 OPTION CENTER HANG REQUIRED FOR (AVAIL. FCR BOTH 2•'AND 3"TRACK) DOORS OVER 8' HIGH. DOUBLE HORIZONTAL TRACK. ' 1" DOOR OVERLAP(EACH SIDE) . . -. -•- . B I 2.6 SYP WOOD JAMB. SEE STOP MOULDING BY e DOOR INSTALLER (TC SUIT). B t 16 GA. GALV. STEL END STILE. 3"GALV.TAPERED STEEL TRACK AND ANGLE.TRACK "JAMB PREPARATION NOTE". •/..• •;✓-; 18 GA. GALV. STEEL DOUBLE ENO STILE. e THICKNESS:0.101".ANGLE THICKNESS:0.050". L"..HORIZONTAL TRACK .e':;Oen '" e�� 20 GA. MIN.GALV.STEEL I.TERM. STILE. MIN.ANGLE DIMENSIONS 3-1/4". 2-7/8". SUPPORT BY DOOR _'��'�'j VERTICAL/HORIZONTAL TRACK 14"LWXIWM SPACINv INSTALLER(TO SUIT). / 15 CA. GALV.STEEL INTER, JUNCTION."WO 1/4'•BOLTS 1 FROM LAST MCUNTIKG 3^1/4"x 2-7/8"!/.IN. •0.080"TAPERED .J HINGE FASTENED TO CENTER t— ANGLE. SEE LAG BOLT MOUNTING BELOW. STILE W/(4)EACH (1'14x5/8" & NUT$FOR EACH TRACK: SLOT TO TRACK JUNCTION --�r!il—' I SHEET METAL SCREWS. v ( 7/16' .D. LND \ L PUSH NUT • At ADDd1ONAL MOUNTING SLOTS FASTENER. o SPACED AT 12" CENTERS.iii THICK 3"GALV. STEEL TRACK FASTENED V.l4 GA.GALV. STEEL ROLLER HINGES FASTENED 70 END • ET EWS s'', iNlss4 Z,,, n ,ROTA GL ED ANGLE.TRACK ATTACHEDH" TO STILES I/4"EACH TAPPNG"SCREWS PER LENDRHINGE. \ HA ♦ 72"ON CENTER TAPERED EO ANGLE WITH ONE 1/4"x5/8'BOLT& (2) /' .�•H.0.l,,EN.. p�..„ NUT AT EACH MOUNTING SLOT.. y `�5 \G S�•.•�i�� _ 46" `3"DIA.8-i/2'LONG STEM BALL BEARING STEEL ROLLER. � • • N.2 9121L :••• *^ z • SECTION 0-5 (N,ANUPACTLRII<O PRODUCT CODE %"TRACK BOLT AND NUT AT EACH •a� .:• !SHORT PANEL: PAN-2F 153 u 3•4•‘•\)--ONE. ` PR PAPN 10\ CF JAMBS OTHERS LONG PANEL. PAN-2F756 _ C r MOUNTING SLOT LOCATION. DESIGNT.•LOADS +36'0 P S F ,& 42.0 P.S.F. �4 {+•p; '111.4.5: • o TEST ..ORDS +54.0 P S f &.'- 63 0 P.S.F. 1 PART NO N/A A „ . STATE OF ,kr 1.- / DOOR VERTICAL �_ U I ss Sta+ed Oeeras 8585 Duxe BoVlevo•d •,^.NLL0AL RATING I.Q• •((/ 22" HEIGHT(TRACK LENGTH Mfj%i„ TOLERANCES are lin elopay Mason.OH 45040 USA / ,p 1•R. Q ''�1�1 - Tel.No.513-770-4609 •1,, TI II[� T �ito...-0. QP•\��� jj 7-0" 7_ B 7Gn Products Cs 251 Foe No,513-770-455: 1'1' 6 •L'✓I 3•L I I ie '• O A 1 d�� :4' .0 = t.03, tI 4 } #°'ss��NA��E �`.� ID" 935'• DISTANCES AS 1-5/B"LAG SOUS SCREW GEPAo /2"110 S22-.34 I ' .C3 = 3.005 (DESCRIPTION: 2"STEEL(PAN DOORS 16'2"W (SEE TABLE FOR RIODELS)j 12'-O t32 46". ETC.). ADDITIOIIAL LAO SCREWS LOCATED AT 16".25".& •C/1W = A.001 DRAWN BY: SH 1 DATE: 11/19/12 SCALE: NTS (DWG. ( DESIGN ENGINEER.: 3-1/2" .14-01 156• 40"FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED A80':E ( Degrees = 31/2' CHECKED BY: SH DATE: 11/20/12 SHEET 4 0= 4 )SIZ= i SCOTT H.A.:ILTON. P.E. 76-c 1 180 r•� IcRTICAI/HOR120NTA!TRACK JL!uCPO.•L Cmess S+etW C1ne.w�se FLORIDA LICENSE No. 6328E DIu0N51=AAE e.ZIES.DWG. NO.: 104710-A/B VER: IBC 4 3 T -2 FLORIDA DA PnGOUCT APPROVAL 16107 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect F1,101I17 310 Enuv 20170309-FBC-DASMA 109 ecluy.9c1I Ft 10107 R10 20170303^E-ec_UASmP_1.-15eninv.1tr!r Sections from the Code • Product Approval Method Method 1 Option D Date Submitted 08/10/2017 Date Validated 08/14/2017 Date Pending FBC Approval 08/16/2017 Date Approved 10/10/2017 Summary of Products Go to Page.; Cl/ a Page 1/3 =' FL# Model,Number or Name Description 16107.1 01 W6-16 DSIE-1F171:4300, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior 4301,4310,HDG,HDGL,HDGF,66, skin 27 ga.min.)Double-Car(97 to 16'2"wide) 66G,67,67G,68,SP200,SF200, WINDCODE®W6 Garage Door SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 010 II 10472=i-,\-Rev03 signec!.I}cit Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or Fl_16107 010 AE CESPC121212-A.nclii doors with optional impact-resistant glazing are Impact- Created by Independent Third Party: No resistant(large missile impact). 16107.2 02 W6-16 DSIE-1F171:4300, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior 4301,4310,HDG,HDGL,HDGF,66, skin 27 ga.min.)Double-Car(9'2"to 16'2"wide) 66G,67,67G,68,SP200,SF200, WINDCODE®W6 Garage Door SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ:No FL1S 107 010_ 11 104724-B-Rev03-sipned.ix!r Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party: No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FLIb107 RIO AE CHIC 121212-A.odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No im ac resistant requirement for windborne debris regions. 16107 3 03 W6 i6 PAN 2F153 73 75684 eel Pan(min 25 ga)Double-Car(9.2"to 16.2"-wide) 9.4 42 48,'426 48B 4RST;'6RS INDCODE®W6 Garage Door with Optional Impact- GDSS GR5S ARSS;EDSS. _Resistant Lites Limits of Use Ins on suctions • Approved for use in HVHZ:Yes 16107-R10.II.-104710-A-Rev03-si. ,,df. - =Ionia:Juni/:1 • •3286 Impact Resistant Yes ..,, Crea, : .y Independent Thir. •- : No •.ressure +36 PSF/42PSF- Ev uation Reports Other:Max.Win. pee. !_ult):170 MPH.Solid doors or 116107 Rio AE CBPC 1 212-A: d .. doors with optional impact-resistant glazing are impact- Created by Independent arty: No resistant(large missile impact). _ 16107.4 04 W6-16 PAN-2F153: 73,75,84A, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'2"wide) 94,42,48,42B,48B,4RST,6RST, WINDCODE®W6 Garage Door GDSS,GRSS,AR5S,ED5S Limits of Use Installation Instructions Approved for use in HVHZ:No F!-1�+.�107 R10 li 1-0'1710-b-Rev0ti-srgned_nrdI Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party:No Design Pressure:+36 PSF/-42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load Ft.16107 f110 aL GEPC 1 i 2 t 2-A.ncif requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.5 05 W6-16 PAN-2F143: 84A,94,98, Steel Pan(min.24 ga.)Double-Car(9'2"to 16'2"wide) 48,488,4F,4RST WINDCODE®W6 Garage Doar with Optional Impact- Resistant Lites