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Home My WebLink AboutProduct Approval 12/27/2019 Florida Building Code Online Business ® Regulation BCIS Home l Login I User Registration I Hot Topics Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search b a Product Approval pp��yyttrr c� P r USER:Public User G Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL16107-R10 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O 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 El Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Scott Hamilton 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 26 Validation Checklist-Hardcopy Received Certificate of Independence FL16107 R10 COI Certification of Independence of Validation Entity= Gary Pfuehler.pdf FL16107 R10 COI Statement on Independence of Evaluation Entity_ ScottHamilton 120424.pdf 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 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5n8XnBD2`/o2fVo8JculDX01V%2fA`/o3dp/o3d 115 12/27/2019 Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect FL16107 R10 Equiv 20170809-FBC-DASMA 108 equiv. df FL16107 R10 Equiv 20170809-FBC-DASMA 115 eguiv.odf 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 Page 2/3 FL# Model,Number or Name Description 16107.21 21 W8-16 DSIE-1F471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga. min.) Double-Car(97'to 167'wide)WINDCODE@ AR2LP, ED2SP,ED2LP,4302, HDGC, W8 Garage Door with Optional Impact-Resistant Lites 6202, MFC68,4305, HDGR,6205, SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 104786-Rev04-signed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-52 PSF Evaluation Reports Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130214-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.22 22 W6-09 DSIE-1F171: 4400,4401, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior 4301,4300,4301,4310, HDG, skin 27 ga, min.) Single-Car(up to 9'0"wide)WINDCODE@ W6 HDGL, HDGF,66, 66G,67,67G, 68, Garage Door with Optional Impact-Resistant Lites SP200,SF200,SE200,6200,6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes. FL16107 R10 II 101526-A-Rev20 signed.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/-44 PSF Evaluation Reports Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130214-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.23 23 W6-09 DSIE-1F171: 4400,4401, Double-skin Insulated EPS (exterior skin 27 ga.min.; interior 4300,4301,4310, HDG, HDGL, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE®W6 HDGF,66,66G,67,67G,68,SP200, Garage Door SF200,SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 101526-B-Rev20 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/-44 PSF Evaluation Reports Other: Doors with standard•glazing meet the wind load FL16107 R10 AE CBPC 130214-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.24 24 W6-09 PAN-21`153: 84A,94,73, Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide) 75, 1500, 190,4RST,4RSF,4F, WINDCODE@ W6 Garage Door with Optional Impact-Resistant 6RST,6RSF,48,42,55,48B,42B, Lites 55S,GD5S,GD5SV,GRSS,GR5SV, AR5S,AR5SV, ED5S, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 101348-A-Revl7-signed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130214-A.pdf Created by Independent Third Party: No https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2°/a2f5n8XnBD2%2fVo8Jcu[DXOIV%2fA%3d°/`3d 2/5 12/27/2019 Florida Building Code Online doors with optional impact-resistant glazing are impact- resistant(large missile impact). 16107.25 25 W6-09 PAN-2F153: 84A,94,73, Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide) 75, 1500, 190,4RST,4RSF,4F, WINDCODE®W6 Garage Door 6RST,6RSF,48,42,55,48B,42B, 55S,GD5S,GDSSV,GR5S,GR5SV, AR5S,AR5SV,EDSS, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 101348-B-Rev17-signed. df Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 RIO AE CBPC 130214-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.26 26 W6-09 PAN-2F156: 76,76V, 2RST Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide) WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 RIO II 101348-A-Revl7-signed. 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/-44 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 RIO AE CBPC 130214-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.27 27 W6-09 PAN-21`156: 76,76V, 2RST Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide) WINDCODEO W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 101348-B-Rev17-signed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130214-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.28 28 W6-09 DSIE-IA171: 2050,2051, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior 2053,4050,4051,4053,62, 64,65, skin 29 ga.min.)Single-Car(up to 9'0"wide)WINDCODEO W6 62G,62LG,64G,SDP38,SFL38, Garage Door SRP38, 134, 135, 136,6130,6131, 6133 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 104814-A-RevOO-signed. 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: +36 PSF/-44 PSF Evaluation Reports Other, Max.Wind Speed(V_ult): 170 MPH.Solid doors are FL16107 R10 AE CBPC 130423-A.pdf impact-resistant(large missile impact). Created by Independent Third Party: No 16107.29 29 W6-09 DSIE-1A171: 2050,2051, Double-skin Insulated EPS(exterior skin 27 ga, min.; interior 2053,4050,4051,4053,62,64,65, skin 29 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 62G,62LG,64G,SDP38,SFL38, Garage Door SRP38, 134, 135, 136,6130,6131, 6133 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 104814-B-RevQO-signed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130423-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.30 30 W6-09 DSIE-117471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODEO W6 AR2LP, ED2SP, ED2LP,4302,HDGC, Garage Door with Optional Impact-Resistant Lites 6202,MFC68,4305,HDGR,6205, SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 103954-A-RevOS-signed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130423-A.pdf Created by Independent Third Party: No https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5n8XnBD2%2fVo8JculDX01V°/a2fA%3d%3d 3/5 12/27/2019 Florida Building Code Online doors with optional impact-resistant glazing are impact- resistant(large missile impact). 16107.31 31 W6-09 DSIE-1F471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga, min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 AR2LP,ED2SP,ED2LP,4302,HDGC, Garage Door 6202, MFC68,4305, HDGR,6205, SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 103954-B-Rev05-signed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130423-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.32 32 W6-09 PAN-2F443: G4S,GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.)Single-Car GD4S,GR4S,G4SV,GS4V,GD4SV, (up to 9'0"wide)WINDCODEO W6 Garage Door with Optional GR4SV,E4S, ED4S, E4SV, ED4SV, Impact-Resistant Lites SS4,AR4S,SS4V,AR4SV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 103488-A-Rev07-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: +38 PSF/-44 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130423-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.33 33 W6-09 PAN-2F443: G4S,GS4, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior GD4S,GR4S,G4SV,GS4V,GD4SV, skin 27 ga, min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 GR4SV, E4S, ED4S, E4SV, ED4SV, Garage Door SS4,AR4S,SS4V,AR4SV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 103488-B-Rev07-sioned.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/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130423-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.34 34 W6-09 PAN-2F446: G4L,GL4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.)Single-Car GD4L,GR4L,G4LV,GL4V,GD4LV, (up to 9'0"wide)WINDCODE@ W6 Garage Door with Optional GR4LV, E4L, ED4L,E4LV, ED4LV, Impact-Resistant Lites SL4,AR4L,SL4V,AR4LV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 103488-A-RevO7-signed.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/-44 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130423-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.35 35 W6-09 PAN-2F446: G4L,GL4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.)Single-Car GD4L,GR4L,G4LV,GL4V,GD4LV, (up to 9'0"wide)WINDCODEQ W6 Garage Door GR4LV,E4L,ED4L,E4LV, ED4LV, SL4,AR4L,SL4V,AR4LV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 103488-B-Rev07-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/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130423-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.36 36 W6-16 PAN-2F443: GD4S,GR4S, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.)Double- ED4S,AR4S Car(9'2"to 16'2"wide)WINDCODE@ W6 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 104790-A-Rev07 sioned.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/-42 PSF Evaluation Reports Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5n8XnBD2%2fvo8JculDX01V%2fA%3d%3d 4/5 12/27/2019 Florida Building Code Online doors with optional impact-resistant glazing are impact- FL16107 R10 AE CBPC 130423-A.pdf resistant(large missile impact). Created by Independent Third Party: No 16107.37 37 W6-16 PAN-2F443: GD4S,GR4S, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.)Double- ED4S,AR4S Car(9'2"to 16'2"wide)WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 104790-B-Rev07 signed.Ddf 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 R10 AE CBPC 130423-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.38 38 W6-16 PAN-2F446: GD4L,GR4L, Gallery/Artistry/Expressions: Steel Pan(min. 24 ga.)Double- ED4L,AR4L Car(9'2"to 16'2"wide)WINDCODE@ W6 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16107 R10 II 104790-A-Rev07 signed.Ddf 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 R10 AE CBPC 130423-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.39 39 W6-16 PAN-2F446: GD4L,GR4L, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)Double- ED4L,AR4L Car(9'2"to 16'2"wide)WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 104790-B-RevO7 signed.Ddf 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 R10 AE CBPC 130423-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.40 40 W8-09 DSIE-1F471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga, min.)Single-Car(up to 9'0"wide)WINDCODE@ W8 AR2LP, ED2SP,ED2LP,4302, HDGC, Garage Door with Optional Impact-Resistant Lites 6202, MFC68,4305,HDGR,6205, SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 104119-RevQ4-signed.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: +54 PSF/-60 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130423-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). Go to Page _ 0 10 Page 2/3 0 0 Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.C;yljght 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 a-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 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 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: eCtieck Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2%2f5n8XnBD2%2fVo8JculDX01V%2fA%3d%3d 5/5 i 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DDORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEE71 REVISIONS MODELS 1 24 GA V25 GA 25 GA MODELS 25 GA 25 GA 1 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A,94 73, 75 76 CLOPAY GDSS,GRSS -- - 2 11 - IDEAL 4RST,41x 6RST 2RST 'GALLERY' 17 / /13 SH REVISED FOR NEW LOADS. H13LMES 48,48B 142, 42H -- HOLMES pRSS - SHORT PANEL LONG PANEL IDEAL 'ARTISTRY' - x - MODEL 4F IS FLUSH 'CARRIAGE HOUSE' ED5S -- I D SHORT PANEL LONG PANEL SHORT PANE1/FLUSH MODELS: (1) INTERMEDIATE STILE BETWEEN EACH D EMBOSS [(3) STILES PER SECTION AT 9-0'WIDE]. EACH INTERM. STILE OPTIONAL GLAZING MAY BE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE ADHESIVE STANDARD OR IMPACT RESISTANT (ALONG CENTER). GLAZING. SEE SECTION B-B ON LONG.PANEL MODELS: (3) TOTAL STILES PER SECTION. (1) STANDARD SHEET 2 FOR DETAILS. INTERMEDIATE STILE BETWEEN EACH EMBOSS. EACH STANDARD INTERM. MAX. STANDARD SIZE IS STILE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE 19-1/2"x16'. IMPACT RESISTANT ADHESIVE (ALONG CENTER). EXTRA INTERM. STILES (1) PER LONG PANEL DOOR HEIGHT N OF p OF U-BARS GLAZING IS 21-5/8"xl4-1/8". PER SECTION, FIELD-INSTALLED WITH (4) #8 SMS (PER STILE). SECTIONS MAX DLO SIZE IS 18-1/2'xl 1'. UP TO 7'0' 4 6 A END STILES ATTACHED TO DOOR 7'3' TO 8'9' 5 8 SKIN WITH PATENTED TOG-L-LOC 9'0' TO 10'6' 6 9 - - SYSTEM (TOP, BOTTOM, & CENTER). 10'9' TO 12'3' 7 11 0 f F l7 lY fs SEE END HINGE 12'6' TO 14'0' 8 12 N VIEW B. C` 14'3' TO I5'9- 9 ]4 C. 16'0" 9 IS - 0 MAX SECTION HEIGHTS o - d SEE INTERMED. HINGE �o VIEW C. SLIDE BOLT LOCK ~ END ENGAGES INTO 0 STILE. VERTICAL TRACK, f PA ONE LOCK ON i EACH SIDE OF THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE W 0 DOOR. ULTIMpTE'WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA I— BllILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON �Ov TWO POINT LOCKING ASCE7-10)FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED Ow INSIDE SUITE ROLT BUILDING,2) DOOR HAS 2'OF WIDTH W BUILDING'S END ZONE,3) INTO TRACK SNAP LATCH ENGAGES LOCK OPTION. END ANY ROOF SLOPE,AND 4)TESTING IN ACCORDANCE WITH 1i i� ONTO VERTICAL TRACK. STILE. ANSI/DASLIA 108.SITE-SPECIFlC CALCULATIONS BY A QUALIFIED " ONE SNAP LATCH ON DESIGN PROFESSIONAL MAY DIFFER.- --- -- EACH SIDE OF DOOR. B ULTIMATE WIND V]ND SPEED CMP 155 160 170 180 195 --- — OUTSIDE EXPOSURE HANDLE. LOCK BAR CATEGORY B,C,D OPTIONAL OUTSIDE KEYED LOCATIO B,C,D B,C H. C B END ENGAGES IN N OF OUTSIDE LOCK POSITION OPTIONAL VENT KEYED STILE. TRACK ON MEAN ROOF HEIGHT 25' IS' 25' IS' 30' MAX. DOOR WIDTH = 9'-0" HANDLE. EACH SIDE B INSIDE ELEVATION INSIDE HANDLE OF DOOR. 'CLASSIC' SHORT RAISED-PANEL SHOWN. LONG'CLASSIC' OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH AND SHORT 'CARRIAGE HOUSE' ARE ALSO APPROVED. SNAP LATCH LOCK OPTION. LOCK BAR LOCKING. %%%4TS HAM "Ii 4. NO 63 6 - #14x5/8" SHEET FACTORING PRODUCT.CODE * /'.* METAL SCREWS SHORT PANEL: PAN-2f153 (� LONG PANEL: PAN-21`156 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. '0 -Yey/S :�� o TEST LOADS: +57 0 P.S.F..& -66.0 P.S.F. PART NO.: la/A A A 1. : STATE OF .41� 1/4"x3/4' SELF Lwess stotee Ome_il. 8585 Duke Boulevard VINDLOAD RATING :0�. A, P;��4` Do TAPPING SCREWS O TOLERANCES ore 8585 OH 4Boul USA F o R to.. ,, Clopay TeL Na 513-770-4800 WED D P 3 8 ��O'SSTONA LE?�', O :00 = $,p05 DESCRIPTION: CLASSIC AND ICH7RP�TEEL PAN SC +38/-44 PSF 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE DRAWN BY: 14v! DATE: 3/15/95 SCALE: NTS DODO = x.00t DWG DESIGN ENGINEER: - VIEW " VIEW ' Degrees = t1%2 CHECKED BY: -- DATE: -- SHEET 1 OF 4 SIZE J� SCOTT HAMILTON, P.E. LIM—Steted Otherwise FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN iNCHEs.DWG. NO.: 101348 - A/8 VER: IBC 4 3 2 FLOO MM/k P OO DD MC-I(' QPPROO VALE 16107 4 4 3 2 1 1 CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET: REVISIONS MODELS 24 GA 25 GA 25 GA MODELS 25 GA 25 GA 2 OF 4 REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A,94 73, 75 76 CLOPAv 17 _ _ _ - SEE REVISION HISTORY ON SHEET ONE. I IDEAL 4RS7,4Fr 6RS7 2RST 'GALLERY' GDSS,GRSS -- I HOLMES 48,48B 42,42B -- _ HOLMES ARSS SHORT PANEL LONG PANEL 'ARTISTRY' -- IDEAL ED5S -- D -MODEL 4F IS FLUSH 'CARRIAGE HOUSE' SHORT PANEL LONG PANEL D I IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS(NO GLAZING) OR DOORS WNH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8"ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. IOC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MELTS THE THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WIND80RNE DEBRIS CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC).. SECTION B-B. (IMPACT-RESISTANT GLAZING OPTIONS SECTION B-B (NON-IMPACT RESISTANT GLAZING OPTION) C DETAIL FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN AI IMPACT-RESISTANT FRAME. 125 OPTIONAL DECORATIVE L25 MULTIPURPOSE HIGH BOND TAPE SNAP-IN INSERT. (BETWEEN FRAME AND FACADE). DECORATIVE FRONT FACADE. I`i l 7-- GLAZING o.1eeJ MOLDED INSIDE STRUCTURAL SILICONE SEALANT LITE RETAINER. (BETWEEN STEEL SKIN AND FRAME). ®8u3/4-PAN HEAD SCREW (10 SCREWS PER LITE). IMPACT RESISTANT ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE LEXAN (10) #8,3/4"PAN HEAD MACHINE B SCREWS.SLX2432T FRONT B FRAME&GLAZING. IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 101348-A DRAWING 101348-B T HAAIj/4No 63 '7��i `?ir5•r( MANUFACTURING PRODUCT CODE L•; SHORT PANEL: PAN-2F153 LONG PANEL: PAN-2F156 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. PART NO.: N/A 'O: 'y L17r'�� TEST LOADS: +570 P.S.F. & -.660 P.S.F. A A ^9'. STA E F .�` Unless Stated Oth use 85B5 Duke Boulevord VINDLOAD RATING �wc, P,. �� TOLERANCES„e _0j'Onap Meson ON 45040 USA (�`"•'��O'R l�.• �� P ! Tet.No.513-770-4800 W 6 D P 3 8 ss'ONA 1L�?�, .00- 3 015 DESCRIPTION: CLASSIC AND ICHIRP STEEL PAN SC +38/-44 PSF 000- t.005 .0000- 't.001 DRAWN BY: MTV DATE: 3/15/95 SCALE: NTS DWG.R DESIGN ENGINEER: — - OC911- = 31/2' - CHECKED BY: -- DATE: -- SHEET 2 OF a SIZE L SCOTT HAMILTON, P.E. Uni—Stated OtNe"..ee FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.DWG. NO.: 101348 - A/B VER: IBC 4 3 2 G=LL OO RODD A°, PRODUCT DD UC T APPGD)OO VALL 16107 i 4 3 2 1 I 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE.HOUSE'RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 24 GA 25 GA 25 GA MODELS 25 GA 25 GA 3 OF 4 REV, NO. ZONE: DATE- ECN NO. APPVD:I DESCRIPTION r CLOPAY 84A,94 73, 75 76, CL13PAY GDSS,GRSS -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST,4Fx 6RST 2RST 'GALLERY' HOLI4ES 48. 4811 42,42B -- HOLMES pRSS - { SHORT PM'EL LONG PANEL 'ARTISTRY' -- IDEAL EIS 3"TALL U-BAR a-MODEL 4F'IS FLUSH 'CARRIAGE HOUSE' F—2"THICK 20 D GA GALV. STEEL SHORT PANEL LONG PANEL I MlN. YEILD STRENGTH: 50 KSI D f 3" � 1-7/6" VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): T 3/8"x3" LAG SCREWS ON 24"CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 12 GA GALV. STEEL TOP VERTICAL JAMB ATTACHMENT ( -90 BLOCK OR 2,000 PSI MIN, CONCRETE COLUMN): ROLLER BRACKET. EACH 3/8"x3" SLEEVE ANCHOR BOLTS ON 22" CENTERS (2,000 PSI MIN, CONCRETE). WASHERS BRACKET ATTACHED W/(4) INCLUDED WITH SLEEVE ANCHORS. x5/8" SHEET METAL OR SCREWS. 1/4"x3" TAPCON SCREWS ON 19" CENTERS (2,000 PSI MIN. CONCRETE) OR 10" CENTERS 25 GA. MIN. G-40 GAL1(. SHIP LAP JOINTS. (C-90 BLOCK). 1" O.D. WASHERS REQUIRED WITH TAPCONS. STEEL SKIN WITH A ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING BAKED-ON PRIMER AND SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER C LOAD. A BAKED-ON POLYESTER C TOP COAT APPLIED TO 14 GA. GALV. STEEL END HINGE OTHER JAMB CONFIGURATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN BOTH SIDES OF STEEL FASTENED TO END STILES W/(4) EACH PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB SKIN. #14x5/8" SHEET METAL SCREWS & (4) CONFIGURATIONS. I/4" SELF TAPPING SCREWS. O PREPARATION OF JAMBS BY OTHERS NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND 3"TALL x 20 GA. GALV- STEEL U-BARS IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS,LISTED ON THIS DRAWING. IN A 2-1-2-1 PATTERN (I.E. TWO U-SARS ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH (2) 1/4"0/4" SELF TAPPING SCREWS PER STILE LOCATION. B" B 13 GA GALV. STEEL BOTTOM BRACKET. ATTACHEDWITH (2) 9144/8" SHEET METAL SCREWS .ALUMINUM EXTRUSION &VINYL WEATHERSTRIP.♦♦♦♦♦�%I HAM/tf!i�� SECTION A-A (SIDE VIEWS ♦♦♦`gC;.\.�GE N S�;Oy ems: *.:• -N 6 !: *! 14ANUFACTURING PRODUCT CODE Yfr— SHORT PANEL- PAN-2F153 .n% DESIGN LOADS: +3B.0 P.S.F. & -44.0 P.S.F. LONG PANEL: PAN-2F156 TEST LOADS: +57.0 P.S.F -66.0 P.S.F. PART NO.: N/A uNess 5totea otner.Ise Clopay U8585 Duke Bou1m d VINDLOAD RATING TOLERANCES a,a Tel No 513-770-48 0 i s ♦ .0 -.031 11o16rg Nod.13 C-poay Fax No.513-770-4653 W 6 D P 3 8 SistNA Ear`♦ .00 = t,015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF .000 = t.005 DESIGN ENGINEER: -- .0000 = t.001 DRAWN BY: IAW DATE: 3/15/95 SCALE: TUTS DW'G.R Degrees = t t/2' CHECKED BYc -- DATE: -- SHEET 3 OF a ISIZE -U SCOTT HAMILTON. P.E. ONes stated otnar.:,e FLORIDA LICENSE No. 63286 Dwc .' ARE iN txCHEs. DWG. NO.: 101348 - A/6 I VER: IBC 4 3 2 FLOO RMA PRODUCT T APPROVAL 16107 I� i 4 3 2 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET. REVISIONS MODELS 24 GA 1 25 GA 1 25 GA MODELS 25 GA 25 GA 4 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A,94 73.75 76 CLOPAY GB5S,GR5S -- 17 — — — — SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST, 4FIs 6RST 2RST 'GALLERY' HOLMES 48,48B 142, 4aBl HOLMES i SHORT PANEL LONG PANEL `ARTISTRY' ARSS -- i AGEIDEAL EDSS -- D -MODEL 4F IS FLUSH 'CARRIAGE HOUSE' D SHORT PANEL LONG PANEL 2" TRACK CONFIGURATION. DOOR COUNTERBALANCE SYSTEM ,IAMB CONFIGURATION. F62":L4- 2- HORIZONTAL TRACK STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR (3)5/16`X 1-5/8"LAG SCREWS HEIGHT 1- INSTALLER(TO SUIT). CK WITH(2) 1/4-RIVETS. 6'-6" 7 " NOTE:TRACK CONFIGURATION7'-0" 2x6 SYP WOOD JAMB. SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUIT). 7'-6` -JAMB PREPARATION NOTE".ABOVE THE DOOR OPENING DOES = G NTE]0'O.C. 8.— - " I6 GA CALV. STEEL END SOLE. NOT AFFECT THE WINDOOR.LOADRATING Of THIS DOOR. o B'-6"LV. STEEL TRACK. 9'-0"1K THICKNESS:0.883-. 9'-6"1 6' 2-1/2`X 12 GA GALV. STEEL _ u 10--0'11 TRACK BRACKETS FASTENED TO = 10'-6"118` 1VOOD JAMBS WITH 5/6"X 1-5/8' b-7/16-I.D. ROUND 18 GA. CALV, STEEL CENTER HINGEY- 11--0" 2 ` LAG SCREWS. PUSH NUT FASTENED TO INTER. STILES W/(4)EACH s 11--6"1 - FASTENER. ¢14x5/8"SHEET METAL SCREWS. C 36"t2` TYP, 2-1/2`X 12 GA GALV, 1 '-0'136" = STEEL TRACK BRACKETS, 12'-6-14 " 14 GA.GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH 914x5/8" C u ATTACHED TO JAMB WITH(1) 13'— "1 SHEET METAL SCREWS AND(2) 1/4`SELF TAPPING SCREWS PER END HINGE. ao 5/16-X 1-5/8`LAG SCREW PER 1 2'GALV.STEEL TRACK FASTENED TO TRACK BRACKET. 14'—O" 12 GA GALV STEEL TRACK BRACKETS 14'-6" WITH EITHER(2) 1/4"DIA.RIVETS OR 2"DIA. 7-1/2`LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. 10" 15`-0"172 (1) 1/4'X 5/8"BOLT do NUT PER SECTION C—C '-6`1 - TRACK BRACKET. PREPARATION OF JAMBS BY OTHERS. LHR BRACKET(2-1/2"x 5-3/4`x 12GA) ATTACHED WITH(2) 1/4"x 3/4"SELF TAPPING 3" TRACK IS ALSO AVAILABLE SCREWS DOUBLE TRACK LOW HEADROOM OPTION 1 DOUBLE HORIZONTAL TRACK. B B NO 6 MANUFACTURING PRODUCT CODE *7• P/ '�.*% SHORT PANEL: PAN-2F153 DESIGN LOADS: +38.0 P.S.F. & —44.0 P.S.F. LONG PANEL: PAN-2F156 �y Z3 �'�� TEST DADS: +57.0 P.S.F. & —66.0 P.S.F. PART NO.: N/A A u1 A 'OS $TA E F . `� Unless Stated Otne-ise —['O a 8585 Duke Boulevard VINDLOAD RATING T 1y.513«p 48 0 W 6 D P 3 8 TOLERANCESae y oo = 3015 D SCROPTION: cCIASSIC ANDICHTRP STEEL PAN SC +38/-44 PSF 005 DESIGN ENGINEER: — GOD = f.001 ..000= f.00t DRAWN BY: M19 DATE: 3/15/95 SCALE: NTS DIYG.R Degrees = ±1/2'' CHECKED BY: -- DATE: -- SHEET 4 OF a SIZE U' SCOTT HAMILTON, P.E. Uetess sl4rea otner.ae FLORIOA LICENSE No. 63286 DWENSIONS ARE IN wcHEs. DWG. NO.: 101348 — A/B VER: IBC 4 3 2 FL OORODD A PRODUCT T APPROVAL L 16107 February 14, 2013 (Revised 8/10/17) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6 i through WS 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 108-2005, Missile Impact and 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/DASMA 115-2005. 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 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 impact). TABLE ].: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F 5� 101348-A-Revl7, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 2• Drawings for doors witb Mg,0fptjjrina Product Code (MPC) PAN-21=156• 101348-A-Revl7, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 3, Drawings for doors with Manufacturing Product Code (MPC) DSILEz F171: 101526-A-Rev20, max. door size 910"" x 1610"; +38/-44 PSF (design load) TABLE 4: Drawings for doors with Manufacturing Product Code (MPC) DSIU-1F171:. 104778-RevO3, max. door size 16'2" x 16'0"; +46/-52 PSF (design load) TABLE 5, Drawings for doors with Manufacturing Product Code (MPC) DSIE-I F47.1: 104785-A-RevO3, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) 104786-Rev04, max. door size 16'2" x 1610"; +46/-52 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: Drawlogsf_o�doors with_Manufaotur_irtg:product-:ode fMPC) PAN-2F153: 101348-B-Rev17, max. door size 9'0' x 16 0' , +38/-44 PSF (design load) PAGE 1 OF 3 FILE: CBPC_130214-A.3 EVALUATION REPORT FOR CLOPAY BUILOING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6^-W8 TABLE 7: Drawings for doors with Manufacturing Product Code_(MP ) PAN-2F156: 101348-13-Rev17, max. door size 9'0"" x 16'0"; +38/-44 P5F (design load) TABLE 8: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F17IL 101526-B-Rev20, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 9 Drawings for doors with Manufacturing Pr duct Code (MPC) DSIE-1F471., 104785-S-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) Test Reports: ATL-0107,01-13 (2/20/13), ATL-1206.01-12 (1/23/13), ATL-0801.01-12 (8/15/12), ATL-0827.01-12 (10/9/12), ATL-0115.01-13R (3/18/13), ATL-0117.01-13R (3/18/13). 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 (Molded). 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, GRSS, GR5SV, AR5S, AR5SV, EDSS, ED5SV. Not all models may be shown on a given drawing. Product Description for doors with MPC PAN-2F156: 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. Sections may have 1-5/16" insulation captured in the cavity of the pan section. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing (Molded). 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: 76, 76V, 2RST. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIE-iF171: 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 (Molded). 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: 4300, 4301, 4310, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a given drawing. L'roduct_Description for doors with MPC DSIU-117171:. 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. (0.01611) G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing (Molded). 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, PAGE 2 of 3 FILE: CBPC_130214-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOOR$,W6-WS 7201, 72031, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given drawing. Product Description for dogr5 1ALjU1nPC DS,,J, -1E F471.: 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 24". These doors may have optional i Impact-Resistant Glazing (Aluminum). Optional Impact-Resistant Glazing is an i aluminum front frame and a separate polycarbonate glazing. The following models are at least structurally equivalent to the tested door: GD2SP, GR2SP, .GD2LP, GR21_13, AR2SP, AR21_13, ED2SP, ED21-0, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205, SFR68. Not all models may be shown on a given drawing. Imp-act Resistant Glazing (Molded)- The optional impact resistant glazing is an injection-molded polycarbonate front frame and glazing (GE LEXAN SLX2432T) that is an approved C1 plastic in accordance with testing required by FBC-B 2612. Approval based on review of the following tests: HETI-06-AO02 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. Impact Resistant Glazing (Aluminum)-L The optional impact resistant glazing is an aluminum front frame and a separate polycarbonate glazing that is an approved C1 plastic in accordance with testing required by FBC-B 2612. Approved polycarbonate materials are Sabic IP Lexan 9034 (versions also approved: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355) and Bayer Makrolon GP (versions also approved: SL, AR, 15). Approval based on review of NOA 13-0717.01 (Sabic IP, exp. 7/17/18) and NOA 12-0605.05 (Bayer, exp. 8/27/17). 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. 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 must be in accordance with manufacturer's installation instructions and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and installation requirements. Signature. HA Scott Hamilton, P. E. No 6 28 Florida P. E. No. 63286 ' Date: 89[Ca1/t7 'c' ' STATE OF •:�UJ: PAGE 3 OF 3 �I S/ • : �� FILE: CBPC®130214-A.3 111rOii 11110��%%