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HomeMy WebLinkAboutProduct Approval 2/14/2020 e Florida Building Code Online OU ♦ 9 1 . ' Requa $ It — BCIS Home I Login I User Registration Hot Topics Submit Surcharge Stats&Facts Publications I Contact Us I BCIS Site Map Links I Search b a go, Product ApprovalUSER:Public User 'P t�taY:3F,�„^� Product Approval Menu>Product or ADplication Search>Application List>Application Detail • FL# FL16107-R10 Application Type Revision Code Version 2017 Application Status Approved Comments Archived "1 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 ;=l 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 .� 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.Ddf 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=wGEVXQwtDgvyf4ngAXhlOgaYpgetu2D/o2f5n8XnBD2%2fVo8JculDX01V%2fA%3d%3d 1/5 2/14/2020 Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect FL16107 R10 Equiv 20170809- FBC-DASMA 108 equiy.pdf FL16107 R10 Equiv 20170809- FBC-DASMA 115 equiv.pdf 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(9'2"to 16'2"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 RSO II 104786-Rev04-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: +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)WINDCODEO 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.pdf 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-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 with Optional Impact-Resistant 6RST,6RSF,48,42,55,48B,42B, Lites 55S,GD5S,GD5SV, GR5S,GR5SV, AR5S,AR5SV,EDSS,EDSSV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 101348-A-Revl7-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.pdf Created by Independent Third Party: No https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2°/a2f5n8XnBD2%2fvo8JcUIDX01V%2fA%3d%3d 2/5 2/14/2020 Florida Building Code Online doors with optional impact-resistant glazing are impact- resistant(large missile impact). 16107.25 25 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, WINDCODEO W6 Garage Door 6RST,6RSF,48,42,55,48B,42B, 55S,GD5S,GD5SV, GRSS,GR5SV, AR5S,AR5SV, ED5S,EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 101348-B-Rev17-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. 16107.26 26 W6-09 PAN-2F156: 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:Yes FL16107 R10 II 101348-A-Revl7-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.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-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: No FL16107 R10 II 101348-B-Revl7-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-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:Yes FL16107 RSO II 104814-A-ReV00-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: +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-Rev00-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: +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-IF471: 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 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-ReV05-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%2fVo8JculDXOIV%2fA%3d%3d 3/5 2/14/2020 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-RevOS-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. 16107.32 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)WINDCODE®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-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 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-RevQ7-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. 16107.34 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-Rev 7-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)WINDCODE@ 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-RevO7-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-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/-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%2f\/o8JcuIDXO1V%2fA%3d%3d 4/5 2/14/2020 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-RevO7 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 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-Rev 7 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/-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.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 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-11F471: 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, ED21_P,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-Rev04-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: +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 ..........._......_..� 1� Page 2/3* Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyr ght 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: ® eChecli M Credit Card Safe. https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2%2f5n8XnBD2%2fVo8JculDXOIV%2fA°/a3d%3d 5/5 ........... 3 2 MODELS 24 GA SHORT 227 GA SHORT 27 GA FLUSH 27 GA LONG SHEET; REVISIONS CLOPAY 4400, 4401 4300, HDG 4301, HDGF 4310, HDGL 1 OF 4 REV. NO. ZONE: -D E: ECN NO. APPVD, DESCRIPTION 20 6/2/17 SIN CORRECTED LAG SCREW CALL-OUT S4-C2. HOLMES 66, 66G, 6200 68, 6201 67, 67G, 6203 IDEAL SP200 SF200 D D OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B FOR DETAILS. MAX. STANDARD SIZE IS 19-1/2-x16". IMPACT RESISTANT GLAZING IS 21-5/8"04-1/8". A DOOR HEIGHT # OF SECTIONS fi OF U-BARS ,7 UP TO 7'0' 4 5 �-SEE END HINGE VIEW B. 7'3' TO 8'9' B---------'B( --------- 9'0' TO 10'6' 6 7 10'9' TO 12'3' 7 a- 12'6' TO 14'0" 8 9 SEE INTERMED. HINGE - TO 15-9- 9 10 c C 14'3 VIEW C. 16'0' 10 MAX SECTION HEIGHT' 11 L 110 0 I SLIDE BOL T LOCK z --------- ------------- ----- - - --- '5,r D _FENGAGIS INTO 0 IF END E7 r= Ill VERTICAL TRACK. 0 11 Oil. I,i iii STILE. ONE LOCK ON "-TWO POINT LOCKING EACH SIDE OF 50 J, V-1 1 0 r INTO TRACK DOOR. L 0 THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE .0 ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO'ME FLORIDA INSIDE SLIDE SOL BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ENO ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED SNAP LATCH ENGAGES LOCK OPTION. 8 ILONG,2) DOOR HAS 2'OF WIDTH IN BUILDING'S END ZONE, 3) ------- U ONTO VERTICAL TRACK. ANY ROOF SLOPE.AND 4)TESTING IN ACCORDANCE WITH ONE SNAP LATCH ON STILE. ANSVDASMA 108. SITE-SPECIFIC CALCULATIONS BY A QUALIFIED EACH SIDE OF DOOR. DESIGN PROFESSIONAL MAY DIFFER. OPTIONAL OUTSIDE KEYED VIND B ULTIMATE LOCK POSITION SPEED(MPH) 155 160 170 ]so 195 1 OUTSIDE 13 MAX. DOOR WIDTH = 9-0" HANDLE. LOCK BAR EXPOSURE S.C,D OUTSIDE 1 4 ENGAGES IN CATEGORY Ill C,.1 1 SHORT PANEL SHOWN END KEYED STILE. TRACK ON MEAN ROOF HEIGHT 25' 15, OPTIONAL VENT HANDLE. EACH SIDE ' cHOF DOOR. INSIDE HANDLE OUTSIDE KEYED K WITH OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION, LOCK BAR LOCKING. c;j #14x5/8" SHEET MANUFACTURING PRODUCT CODE 2 No 6 211 METAL SCREWS -1F171 DSIE 0 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. PART NO.: N/A TEST LOADS: +57.0 S.F. & -66.0 P.S.F. 85135 Dake B-I.vod WINDLM RATING 1/4"x3/4" SELF U.'...51.11d Ot-i.. Er Mason ON 45040 USA A C, TAPPING SCREWS 011 lop TOLERANCES 3Y 0 0 Id 513-770-4-0 W 6 BP38 .0 *.031 -PiodWs cc.p.w To.No.513-770-.53 % .00 ±.015 1.005 DESCRIPTION: CLASSIC 2" EPS SINGLE CAR +38/-44 PSF t ill 14 GA, END HINGE 18 GA. INTERMEDIATE MING .000 .0000 wk.001 DRAWN BY: MW DATE: 9/7/95 SCALE: NIS DWG.B DESIGN ENGINEER: VIEW "B MEW "C Degrees 11/2' CHECKED BY: DATE: -- SHEET_I OF 4 ISIZE SCOTT HAMILTON, P.E. Unless Stated Offier,ise E. FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.,DWG. NO.: 101526 - A/B VER: IBC 4 3 2 FLOORIED/k PRODUC7 APPROVAL 16107 4 3 2 1 MODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET, REVISIONS CLOPAY 4400, 4401 4300, HDG 4301, HDGF 4310, HDGL 2 OF 4 REV. NO. ZONE: I DATE: ECN NO. APPVD: DESCRIPTION 20 — — — — SEE REVISION HISTORY ON SHEET ONE. HOLMES -- 66, 66G, 6200 68, 6201 67, 67G, 6203 IDEAL -- SP200 SF200 SE200 D D IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS.(NO GLAZING)OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8"ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IRIPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTTX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC GLAZING 1S,GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. IBC/FSC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS 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 WINDBORNE DEBRIS CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) SECTION B—B (ON—IMPACT RESISTANT GLAZING OPTION) DETAIL'D' C FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT STANDARD DETAIL �"_ FRAME IS NARROWER THAN ''^� IMPACT-RESISTANT FRAME, OPTIONAL DECORATIVE225 MULTIPURPOSE HIGH BOND TAPE 1-1.25•-I SNAP-IN INSERT. 'c (DETYEEN FRAME AND FACADE).�S�\ DECORATIVE FRONT FACADE.L �� STRUCTURAL SILICONE SEALANT GLAZIN7-1 (BETWEEN STEEL SKIN AND FRAME). MOLDED INSIDELITE RETAINER. JBx1-3/4AN IMPACT RESISTANT "— HEAD SCREW. ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE LEXAN (10) B8 . 1-3/4-PAN HEAD MACHINE SCREWS. B B SLX2432T FRONT FRAME&GLAZING. IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 101526-A DRAWING 101526-B GO(.. EMM)( •vY0 SF•. i� �.I O 6 2 G MANUFADSIEG IEI]I •ryPRODUCT CODE ( \J*� DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. cc EST LOADS: +57.0 P.S.F. & -66.0 P.S.F. PART N0.• N/A A A :9 STATE OF Unless Sloled OtnemIse _Clo 8585 Duke Boulevard WINDLOAD RATING '0�. Al P.;=<V� TOLERANCES ere ` �j y MasoM OH 95040 USA / D P 3 8 Tet.I.b.513-770-4800 W s• 0 R I O••���`�� .O 1.031 BOT.Ig P'o&ds C4mpulry Fox No.513-770-4853 "';9 O ...I-EC��`� oD = t.015 DESCRIPTION: CLASSIC 2" EPS SINGLE CAR +38/-44 PSF /�FIIT 111 0% .000= t.005 DRAWN BY: MW DATE: 9/7/95 SCALE: NTS .0000= t.oD1 DWG. DESIGN ENGINEER: Degrees t1/2' CHECKED BY: -- DATE: -- SHEET 2 OF 4 SIZE SCOTT HAMILTON. P.E. unless stored of erWse FLORIDA LICENSE No. 63286 DIMENSIONS FRE IN INCHES,DWG. NO,; 107526 — A/B VER: IBC 4 13 z FLOO IRROA PRODUCT PROV 6.L 16107 4 3 2 1 MODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET REVISIONS CLOPAY 4400, 4401 4300, HOG 4301, HDGF 4310, HDGL 3 OF 4 REV. NO. ZONE: DATE: ECN'NO. APPVD: DESCRIPTION — — — — HOLMES -- 66, 65G, 6200 68, 6201 67, 67G, 6203 20 SEE REVISION HISTORY ON SHEET ONE. 2' THICK IDEAL -- SP200 SF200 SE200 ' SILICONEFILLED CHANNEL A FRONT AND BACKSK NSEPARATES FDDOR D D 1.95"THICK, I# DENSITY EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED TO BOTH EXTERIOR AND VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): ' r INTERIOR SKINS. 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 (G-90 BLOCK OR 2.000 PSI MIN, CONCRETE COLUMN): ROLLER BRACKET. EACH 3/8"'x3' 27 ANCHOR BOLTS ON 22` CENTERS (2,000 PSI MIN. CONCRETE). WASHERS 27 GA. MIN. STEEL GALV. EXTERIOR SKIN BRACKET ATTACHED W/(4) INCLUDED WITH SLEEVE ANCHORS. WITH BAKED-ON PRIMER AND A #14x5/8"SHEET METAL BAKED-ON POLYESTER PAINTED TOP COAT. SCREWS. OR 1/4"x3" TAPCON SCREWS ON 19" CENTERS (2,000 PSI MIN. CONCRETE) OR 10" CENTERS I TONGUE AND GROOVE JOINTS. (C-90 BLOCK). 1" O.D. WASHERS REQUIRED WITH TAPCONS. '+(I ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING 14 GA. GALV. STEEL ROLLER SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. HINGE. EACH FASTENED TO END C OTHER JAMB CONFIGURATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN STILES W/(4) #14x5/8" SHEET PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB A ` METAL SCREWS AND (4) 1/4"X3/4• CONFIGURATIONS. SELF TAPPING SCREWS TALL x 20 GA. GALV. STEEL U-BAR. ONE PER DOOR SECTION, EXCEPT TWO ON BOTTOM SECTION. ATTACHED WITH (2) 1/4"x3/4" SELF JHINGE PPING SCREWS AT EACH LOCATION. B 27 GA STEEL GALV. INTERIOR SKIN WITH A BAKED-ON PRIMER AND A BAKED-ON POLYESTER PAINTED TOP COAT. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (4) ((14x5/8` SHEET METAL SCREWS. UMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A—A (SIDE VIEW) 0. I�1 NO 63 6 MANUFACTURING PRODUCT CODE l DSIE-1F171 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. PART NO.: N/A A 'S1; ST�FCIIE 6F` .TL7� unt—Slated Otnel..ise _ 6565 Duke Boulemrd VINDLOAD RATING ~ 0• Yoson,OH 45040 USA TOLERANCES—' _Clopay T8,No.513-770-4800 , / ,0 = t,031 Bwtling Pmducls Cwporq Fax No.513-770--0857 1"r 6 D P 3 8 .00 ±.015 DESCRIPTION: CLASSIC 2" EPS SINGLE CAR +38/-44 PSF .000 ±.005 DESIGN ENGINEER? 0egle00= tj�p• DRAWN BY: MW - DATE:'9/7/95 SCALE: NTS DWG. CHECKED BY: - DATE: -- SHEET 3 OF 4 SIZE L SCOTT FLORIDA HAMILTON, ICENSE No. 63286 ODWEUSIONS ARE in INCHES.DWG. N0: 101526 — A/B VER: IBC 4 3 2 f�(�OO 6-10A p OO©MCAT APPFUR30O MQL� 16107 3 -41 MODELS 24 GA SHORT 27 GA SHORT 1 27 GA FLUSH 27 GA LONG SHEET- REVISIONS CLOPAY 4400, 4401 4300, HDG 4301, HDGF 4310, HDGL 4 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION HOLMES -- 66, 66G, 6200 68, 6201 67, 67G, 6203 20 SEE REVISION HISTORY ON SHEET ONE. IDEAL SP200 SF200 SE200 D D 2- TRACK CONFIGURATION, 0.00.R COUNTERBALANCE SYSTEM. ------- JAMB CONFIGURATION. HORIZONTAL TRACK 13 CA GALV. STEEL FLAG BRACKET ATTACHED TO SUPPORT BY DOOR JAMS WITH (3)5/16-X 1-5/8"LAG SCREWS L" INSTALLER (TO SUIT), K WITH AND FTO TRACK WITH (2) 1/4'RAIETS. — 6--6" 70" T-0- 76' 2.6 SYP 11000 JAMB. SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUIT). GALV EM TRACK CONFIGURATION 7--6- 82- *JAMB PREPARATION NOTE 18 CA GALV.STEEL END STILE. S I- 7/' ET PUSH NUT FASTENER. 14 -_I, SHEET ABOVE THE DOOR OPENING DOES C] AS ROD:SPACING NTE 30'D.C. NOT AFFECT THE WIND LOAD IN 8--o- RATING OF THIS DOOR. o 94- Do. 62.t4' 2"GALV.STEEL TRACK, TRACK THICKNESS:0.060'. 9--6--lofc 2-1/2'X 12 GA GALV. STEEL 10'-0"112"1 K BRACKETS FASTENED TO TRACK WITH 5/16-X 1-5/8- !� 18 GA- GALV. STEEL CENTER HINGE 10'-6"111 WOOD 7 1 'LID ROUND US S2 11'-O"12� LAG SCREWS. PUS NU FASTENED TO DOOR W/(4) EACH#14.5/8" 11'-6"130- FASTENER. SHEET METAL SCREWS. I r36"±2" TYP. 2-1/2"X 12 GA GALV. 12--0-136- c STEEL TRACK BRACKETS, 12'-6-142- 14 G&GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH#14x5/8- ATTACHED TO JAMS WITH (1) SHEET METAL SCREWS AND(4) 1/4-SELF TAPPING SCREWS PER END HINGE. 5/16-X 1-5/8-LAG SCREW PER 13 2-6 754" 2"GALV.STEEL TRACK FASTENED TO TRACK BRACKET. 12 CA GALV STEEL TRACK BRACKETS T 14'-6"1§.L WITH EITHER(2) 1/4-DLA. RIVETS OR 2"DIA.SHORT STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. I._ 15--0-172- (1) 1/4-X 5/8'BOLT&NUT PER Ill 5., 6" T. SECTION C- liza TRACK BRACKET. PREPARATION OF JAMBS BY OTHERS LHR BRACKET(2-1/2"x 5-3/4"x 12GA) ATTACHED WITH(2) 1/4'.3/4"SELF TAPPING 3" TRACK IS ALSO AVAILABLE. DOUBLE TRACK LOW HEADROOM OPTION DOUBLE HORIZONTAL E3 001, 1 MANUFACTURING PRODUCT CODE DSIE-1F171 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. _U ltSl LOADS: +nf.0 S.F. & -66.0 P.S.F. PART NO.: N/A STATE OF 'e"S.. d Oth-- 8585 Duke Boulevard WINDLUAD RATING CID ay Td 7 D TOLERANCES Ma- 'Ft% P n OH 45040 USA .0 mb.031 BLftng Products CWP" fox Z 5ii--77-0-11-53 W 6 D P 3 8 NA % ..000 00 1.005-t.015 DESCRIPTION: CLASSIC 2" EPS SINGLE CAR +38/-44 PSF DESIGN ENGINEER: Deqr 0000 ±.001 DRAWN BY: MW DATE: 9/7/95 1 SCALE: NTS S--d DW G-B — 1 1/2* CHECKED BY: -- I DATE: -- ISHEET 4 IF SIZE SCOTT HAMILTON, P.E. U.1—stales Oth—%. FLORIDA LICENSE No. 63286 DUENSIONS ARE IN MCHES.,DWG. NO.: 101526 - A/B JVER: IBC 3 2 FUDIRPIDA PRODUC7 APPROVAL 10107 February 14, 2013 (Revised 8/10/17) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6 through W8 i 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 II' 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 1: Drawings for doors with Manufacturing Product Code (MPC PAN-2E,153, 101348-A-Revl7, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 2: Drawings for dggrs with Manufacturing_Product Code (MPC) PAN-2F156: 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)-Dari 101526-A-Rev2O, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 4: Drawings for doors With Manufacturir1g Product Code (MPC) DSIU-1F171: 104778-Rev03, max. door size 16'2" x 16'0"; +46/-52 PSF (design load) TABLE 5: Drawings for doors with Manufacturing Product Code (MPC) DSIE- E471: 104785-A-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) 1.04786-Rev04, max. door size 16'2" x 16'0"; +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 1082005, 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• nqs for doors with Manufacturie MPC PAN-2F153: 101348-B-Revl7, 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 BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6^W8 TABLE 7: Drawings for doors with Manufacturing Product Code_(MPC) PAN-21F156: 101348-e-Rev1.7, max. door size 9'0"" x 1.6'0"; +38/-44 PSF (design load) TABLE 8: Drawings for doors with Manufacturing Product Code (MPC) DSIE-.iF171= 1.01526-13-Rev20, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 9: Drawings for doors with Manufacturing Product Code (MPC) DSIE-11`471: 104785-B-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) _Tp-sit 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, 426, 55, 55S, GD5S, GD5SV, GRSS, GR5SV, AR5S, AR5SV, ED5S, EDSSV. Not all models may be shown on a given drawing, Product Description for doors with MPC PAN-21F156: 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-117171: 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. Product-Description for doors with MPC DSIV-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 (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 DOORS,WG-W8 7201, 7203, 8200, 82011, 8203, 9200, 9201, 9203. Not all models may be shown on a given drawing. Product Description for dggrg will MPSSLR:1, 471: 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 4 Impact-Resistant Glazing (Aluminum). Optional Impact-Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing. The following models are at least structurally equivalent to the tested door; GD2SP, GR2SP, GD21_13, GR2LP, AR2SP, AR21_13, ED2SP, ED21_P, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205, SFR68. Not all models may be shown on a given drawing. limp-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 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. 7/1.7/18) 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 drawings) 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. ��t,t�urrrr Signature: HAM//0e r Co Scott Hamilton, P. E. ` No 6 28 Florida P. E. No. 63286 Date: f7 ' �3•• STATE OF :�411� .. 0 R • PAGE 3 of 3 ��S/ •+ % FILE: CBPC_130214-A.3 .j,,f`0NArir���`�