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APPROVED JORDAN - SPEC SHEET
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Log In User Re istration s Hot Topics Submit Surcharge t Stats&Facts Publications Contact Us I BCIS Site Map Links ' Search i a Product Approval blDr USER:Public User Product Approval Menu>Produ or Application Search>Appl7Approved cation Detail FL# (FL16107-1111Application Type Code Version Application Status Comments l Archived j Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason,OH 45040 (513)770-6062 i mwesterfield@clopay.com I Authorized Signature Scott Hamilton shamilton@clopay.com I Technical Representative I Address/Phone/Email I Quality Assurance Representative Address/Phone/Email I 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 i Florida Engineer or Architect h eme who developed the Scott Hamilton Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity Quality Assurance Contract Ex 3iration Date 12/31/2020 Validated By j Gary Pfuehler -2 Validation Checklist-Hardcopy Received Certificate of Independence FL16107 R11 COI Certification of Independence of Validation Entity_ ry Pfuehler.Rdf FL16107 Rll COI Statement on Independence of Evaluation Entity_ ScottHamilton 120424.p�f 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 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16107 R11 Epuiv 20170809-FBC-DASMA 108 eauiy p-d{ FL16107 Rll Eauiv 20170809-FBC-DASMA 115 eauiv.�if Sections from the Code i Product Approval Method Method 1 Option D l Date Submitted 04/10/2020 I I www.floridabuilding.org/pr/pr_app_dtl.aspx?Ib ram=wGEVXQwtDgvyf4ngAXhl09aYpgetu2%2f5n8XnBD2%2fVo8Qn5QLraHZxA%3d%3d 1/5 8/31/2020 Florida Building Code Online Date Validated 04/10/2020 Date Pending FBC Approval 04/13/2020 Date Approved 06/02/2020 Date Revised 08/13/2020 i Summary of Products Go to Page +D Page 1/3 4 tl) FL# Model,Number or Name Description 16107.1 01 W6-16 DSIE-11`171:4300,4301,4310, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior skin 27 ga. HDG,HDGL,HDGF,66,66G,67,67G,68, min.)Double-Car(97'to 16'2"wide)WINDCODE®W6 Garage Door 777SP200 SF200,,-S-E200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ:I Yes FL16107 RIJ II 1047247A-Rev03-signed,pdf Approved for use outside VHZ: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()k-iIt): 170 MPH.Solid doors or doors with FL16107 R11 AE CBPC 121212-A.pd optional impact-resistant glazi r;g are impact-resistant(large missile Created by Independent Third Party: No impact). l 16107.2 0�2 W6-16 DSIE-11`171:4300,4301,4310, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior skin 27 ga. �� r DG,HDGL,HDGF,66,66G,67,67G,68, min.)Double-Car(9'2"to 167'wide)WINDCODE@ W6 Garage Door 5P200,SF200,SE200,6200,6201,6203 .......... ...... _....._.-........_......................................................................................................................--....- -........._ --.---.............................._............................................................... ' Limits of Use Installation Instructions Approved for use in HVHZ:,No FL16107 R11 II 104724-B-Rev03-sigrned.pdf Approved for use outside I iVHZ: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 requirements of FL16107 R11 AE CBPC 121212-A.p-df the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: No windborne debris regions. 16107.3 03 W6-16 PAN-21`153: 73,75,84A,94,42, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'2"wide)WINDCODE@ W6 48,42B,48B,4RST,6RST,GD5S,GR5S, Garage Door with Optional Impact-Resistant Lites �R5S,ED5S Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R11 II 104710-A-Rm 3-signad p_df Approved for use outside I IVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+36 PSF/-4,2 PSF Evaluation Reports Other:Max.Wind Speed(N At): 170 MPH.Solid doors or doors with FL16107 R11 AE CBPC 121212-A.pd optional impact-resistant glazi ig are impact-resistant(large missile Created by Independent Third Party: No impact). II 16107.4 t5S,ED5S W6-16 PAN-2Fi53: 73,75,84A,94,42, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'2"wide)WINDCODE®W6 ,42B,48B,4RST,6RST,GDSS,GR5S, Garage Door Limits of Use Installation Instructions Approved for use in HVHZ•.No FL16107 R11 II 104710-B-Rev03-5igned.pdf Approved for use outside I IVHZ.Yes Verified By:Scott Hamilton FL PE 63286 j 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 requirements of FL16107 R11 AE CBPC 121212-A.pd the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: No I windborne debris regions. 16107.5 05 W6-16 PAN-21`143: 84A,94,98,48, Steel Pan(min.24 ga.)Double-Car(9'2"to 16'2"wide)WINDCODE®W6 ¢8B,4F,4RST Garage Door with Optional Impact-Resistant Lites _.._.. .........................._........................._.._.................................._. _..._._ _.......- -----._................................................................ Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R11 II 104753-A-Rev02-3igD2s 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:+38 PSF/I-42 PSF Evaluation Reports Other:Max.Wind Speed(V-At): 170 MPH.Solid doors or doors with FL16107 R11 AE CBPC 121212-A.pdf optional impact-resistant glazjg are impact-resistant(large missile Created by Independent Third Party: No impact). 16107.E :6 W6-16 PAN-21`143: 84A,94,98,48, Steel Pan(min.24 ga.)Double-Car(9'2"to 16'2"wide)WINDCODE®W6 �13B,4F,4RST Garage Door Limits of Use Installation Instructions Approved for use in HVHZ No FL16107 R11 II 104753-B-Rev02-signed.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 requirements of FL16107 R11 AE CBPC 121212-A.ppdf ] the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: No windborne debris regions. _.............. - __._................................................................................................................................................................................. ._._.._......._......._.................................................................................._........................................ , 16107.7 67 W6-18 DSIE-11`171:4300,4301,4310, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior skin 27 ga. HDG,HDGL,HDGF,66,66G,67,67G,68, min.)16'4"to 18'2"wide WINDCODE@ W6 Garage Door with Optional SP200,SF200,SE200,6200,6201,6203 Impact-Resistant Lites Limits of Use II Installation Instructions Approved for use in HVHZd'!Yes FL16107 R11 II 104751-A-Rev02-signe .p_df Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl 09aYpgetu2%2f5n8XnBD2%2fVo8Qn5QLraHZxA%3d%3d 2/5 II 8/31/2020 Florida Building Code Online Design Pressure:+38 PSF/42 PSF Evaluation Reports Other:Max.Wind Speed(V At): 170 MPH.Solid doors or doors with FL16107 R11 AE CBPC 121212-A pd optional impact-resistant glazi rlig are impact-resistant(large missile Created by Independent Third Party: No impact). ............. ._.... .............................................................................................................................................. . . . .. .............. 16107.8 08 W6-18 DSIE-1F171:4300,4301,4310, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior skin 27 ga. HDG,HDGL,HDGF,66,66G,67,67G,68, min.)16'4"to 187'wide WINDCODE@ W6 Garage Door �SP200,SF200,SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ:INo FL16107 R11 II 104751-B-Rev02-smgpQdspdf 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 requirements of FL16107 R11 AE CBPC 121212-A.pdf the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: No windborne debris regions. 16107.9 M7 , 6-18 DSIU-1F171: 9200,9201,9203, Double-skin Insulated PUR(exterior skin 27 ga.min.; interior skin 27 ga. 0,HDPF20,HDPL20,7200,7201, min.)16'4"to 187'wide WINDCODEO W6 Garage Door 8200,8201,8203......................__.................................................._........_ .............._....................._ _.... __........... ..-_..........._; Limits of Use Installation Instructions i Approved for use in HVHZ iYes FL16107 RSi II 104777-A-Rev02-signed.p_df Approved for use outside VHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes j Created by Independent Third Party: No Design Pressure:+38 PSF/-242 PSF Evaluation Reports Other:Max.Wind Speed(V Olt): 170 MPH.Solid doors or doors with FL16107 1111 AE CBPC 121212-A.p�1f optional impact-resistant glaz ng are impact-resistant(large missile Created by Independent Third Party: No impact). 116107.10 10 W6-18 DSIU-11`171: 9200,9201,9203, Double-skin Insulated PUR(exterior skin 27 ga.min.; interior skin 27 ga. I HDP20,HDPF20,HDPL20,7200,7201, min.)16'4"to 18'2"wide WINDCODE@ W6 Garage Door 7203,8200,8201,8203 _...................................................................................................................................._ ..... -._.....................__ ..................................._.............................................................. , Limits of Use Installation Instructions Approved for use in HVHZ No FL16107 1111 I1 104777-B-11ev02-siglled,adf Approved for use outside I iVHZ: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 requirements of FL16107 R11 AE CBPC 121212-A.pdf the building code but DO NO meet the impact resistant requirement for Created by Independent Third Party: No wi ebris regions. �' 16107.11 11 W6-18 PAN-2F153:73,75,84A,94,42, Steel Pan(min.25 ga.)Double-Car(16'4"to 18'2"wide)WINDCODE@ 48,42B,48B,4RST,6RST,GDSS,GRSS, W6 Garage Door with Optional Impact-Resistant Lites ��A; 115S,EDSS Limits of Use ji Installation Instructions Approved for use in HVHZIIYes FL16107 R?7 11 104761-A-Rev04-signed,pdf Approved for use outside I IVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes i Created by Independent Third Party: No Design Pressure:+36 PSF#r42 PSF Evaluation Reports Other:Max.Wind Speed(V lult): 170 MPH.Solid doors or doors with FL16107 1111 AE CBPC 121212-A.p_df optional impact-resistant glaz ng are impact-resistant(large missile Created by Independent Third Party: No impact). ._........ _._..._..................................................................................................................................................-_....... _._..... 16107.12 12 W6-18 PAN-2F153:73,75,84A,94,42, Steel Pan(min.25 ga.)Double-Car(16'4"to 18'2"wide)WINDCODE® 48,42B,48B,4RST,6RST,GDSS,GRSS, W6 Garage Door ARSS,EDSS Limits of Use Installation Instructions Approved for use in HVHZIi No FL16107 RI1 II 104761-B-RmQ4-signed.odf Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party: No PSF/42 Pressure:+36 PSFIir;42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load requirements of FL16107 RII AE CBPC 121212-A.p1ff the building code but DO N !meet the impact resistant requirement for Created by Independent Third Party:Yes windborne debris regions. ..................................................... -._....--3 16107.13 13 W7-18 PAN-2F143: 84A,94,98,48, Steel Pan(min.24 ga.)16'4"to 18'2"wide WINDCODE@ W7 Garage 48B,4F,4RST Door with Optional Impact-Resistant Lites Limits of Use I Installation Instructions Approved for use in HVHZ:]Yes FL16107 R11 II 104762-Rev02-signneedp_ff 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 doors with FL16107 1111 AE CBPC 121212-A.pdf optional impact-resistant glazing are impact-resistant(large missile Created by Independent Third Party: No impact). 16107.14 14 W8-16 DSIE-IF171: HDG,HDGL,4300, Double-skin Insulated(exterior skin 27 ga.min.;interior skin 27 ga. 4310,4301,66,66G,67,67G,68,6200, min.)Double Car(9'2"to 16'2"wide)WINDCODE@ W8 Garage Door with 6201,6203,SP200,SF200,SE200 Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ Yes FL16107 R11 II 104736-Rev03-signe pdf Approved for use outside ,.VHZ: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 doors with FL16107 R11 AE CBPC 121212-A.pdf optional impact-resistant gla ang are impact-resistant(large missile Created by Independent Third Party: No impact). ---- .........................-...__...................-._....- -.._._........................................................................._.............................................,........................................._..._ www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5n8XnBD2%2fvo8Qn5QLraHZxA%3d%3d 3/5