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!I Product Anoroval Menu>Product or Application Search>Apolication List>Application Detail
e $ FL# FL16107-R5
«d Application Type Revision
Code Version 2010
Application Status Approved
Comments
Archived E
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
12
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email w,
62 3
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
W. Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Scott Hamilton
the Evaluation Report
Florida License PE-63286
Quality Assurance Entity Intertek Testing Services NA Inc.-ETL/Warnock Hersey
Quality Assurance Contract Expiration Date 12/31/2028
Validated By Gary Pfuehler
R1 Validation Checklist-Hardcopy Received
Certificate of Independence FL16107 R5 COI Certification of Independence of Validation Entity-
Gary Pfuehler.pdf
FL16107 RS COI St�ement on In.5lependence of EvaltIation Entity-
ScottHamiiton 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
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Florida Building Code Online Page 2 of 5
w Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/19/2014
Date Validated 12/26/2014
Date Pending FBC Approval 12/26/2014
Date Approved 02/23/2015
Date Revised 02/26/2015
Summary of Products
Go to Page = a Pagel 3 x 0
FL# Model, Number or Name Description
16107.1 01 W6-16 DSIE-SF171: 4300, Double-skin Insulated EPS(exterior skin 27 ga.min.;
4301,4310,HDG,HDGL,HDGF, interior skin 27 ga.min.)Double-Car(9'2"to 16'2" wide)
66,66G,67,67G,68, SP200, WINDCODE@ W6 Garage Door
SF200,SE200,6200,6201,6203
Limits of Use Installation Instructions
Approved for use In HVHZ: Yes FL16107 R5 II 104724-A-IBC-Rev03.ndf
Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495
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 R5 AE CBPC 130214-A.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.2 02 W6-16 DSIE-IF171:4300, Double-skin Insulated EPS(exterior skin 27 ga.min.;
4301,4310,H DG,HDGL,HDGF, interior skin 27 ga.min.)Double-Car(97'to 16'2" wide)
66,66G,67,67G,68, SP200, WINDCODEG W6 Garage Door
SF200,SE200,6200,6201,6203
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R5 11 104724-B-IBC-Rev03.odf
Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495
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 FL1kiQ7 R5 AE CBPC._J,JQ214-A.odf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.3 03 W6-16 PAN-2F153: 73, 75,84A, Steel Pan (min.25 ga.)Double-Car(9'2"to 16'2"wide)
94,42, 48,42B,48B,4RST,6RST, WINDCODE@ W6 Garage Door with Optional Impact-
GD5S,GR5S,AR5S,ED5S Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16107 R5 II 104710-A-IBC-RevO2.12dF
Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +36 PSF/-42 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R5 AE CBPC 121212-A.1.0f
doors with optional impact-resistant glazing are Impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.4 04 W6-16 PAN-21`153: 73, 75,84A, Steel Pan (min.25 ga.)Double-Car(9'2"to 16'2"wide)
94,42, 48,42B,48B,4RST,6RST, WINDCODE@ W6 Garage Door
GD5S,GR5S,AR5S,EDSS
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R5 11 10471.0-B-IBC-Rev02.ndf
Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495
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 FL16107 R5 AE CBPC 121212-A.1.ndF
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
Impact resistant requirement for windborne debris regions.
16107.5 05 W6-16 PAN-2F143: 84A,94,98, Steel Pan (min.24 ga.)Double-Car(9'2"to 16'2"wide)
48,48B,4F,4RST WINDCODE@ W6 Garage Door with Optional Impact-
Resistant Lites
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Florida Building Code Online Page 3 of 5
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes EL16107 R5 11 104753-A-IBC-Rev02.Ddf
Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495
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 RS AE CBPC 121212-A.l.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.6 06 W6-16 PAN-2F143:84A,94,98, Steel Pan (min.24 ga.)Double-Car(9'2"to 167,wide)
148,48B,4F,4RST WINDCODE@ W6 Garage Door
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL1 -Rev02.odf
Approved for,use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495
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 R5 AE CBPC 121212-A.l.odf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
Impact resistant requirement for windborne debris regions.
16107.7 07 W6-18 DSIE-IF171:4300, Double-skin Insulated EPS(exterior skin 27 ga.min.;
4301,4310,HOG,HDGL,HDGF, Interior skin 27 ga. min.) 16'4"to 18'2"wide WINDCODE@
66,66G,67,67G,68, SP200, W6 Garage Door with Optional Impact-Resistant Lites
SF200,SE200,6200,6201,6203
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16107 R5 II 104751-A-IBC-Rev02.pdf
Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495
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 FLl IQ7 R5 AE CBPC 121212-A.i.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile Impact).
16107.8 08 W6-18 DSIE-1F171: 4300, Double-skin Insulated EPS(exterior skin 27 ga.min.;
4301,4310,HOG,HDGL,HDGF, interior skin 27 ga.min.) 16'4"to 18'2"wide WINDCODEO
66,66G,67,67G,68, SP200, W6 Garage Door
SF200,SE200,6200,6201,6203
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R5 II 104751-B-IBC-Rev02.pdf
Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495
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 FL161.07 R5 AE CBPC 1.21212-A.1.1)df
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
Impact resistant requirement for windborne debris regions.
16107.9 09 W6-18 DSIU-1F171: 9200, Double-skin Insulated PUR(exterior skin 27 ga.min.;
9201,9203,HDP20, HDPF20, interior skin 27 ga.min.) 16'4"to 18'2"wide WINDCODEO
HDPL20,7200,7201,7203,8200, W6 Garage Door
8201,8203
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16107 R5 II 104777-A-IBC-Rev02xdf
Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495
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 R5 AE CBPC 121212-A.l.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.10 10 W6-18 DSIU-11`171: 9200, Double-skin Insulated PUR(exterior skin 27 ga.min.;
9201,9203,H DP20, HDPF20, interior skin 27 ga. min.) 16'4"to 18'2"wide WINDCODEO
HDPL20,7200,7201,7203,8200, W6 Garage Door
8201,8203
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 RS II 104777-B-IBC-Rev02.pdf
Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495
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 R5 AE CBPC 121212-A.1.01'
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.11 11 W6-18 PAN-21`153: 73, 75,84A, Steel Pan (min.25 ga.)Double-Car(16'4"to 18'2"wide)
94,42,48,42B,48B,4RST,611ST, WINDCODEO W6 Garage Door with Optional Impact-
GD5S,GR5S,AR5S,ED5S Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16107 RS II 104761-A-IBC-Rev04.pdf
Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495
Impact Resistant:Yes Created by Independent Third Party: No
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Florida Building Code Online Page 4 of 5
Design Pressure: +36 PSF/-42 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R5 AE CBPC 141219-A.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.12 12 W6-18 PAN-2F153: 73, 75,84A, Steel Pan (min.25 ga.)Double-Car(16'4"to 18'2"wide)
94,42,48,42B,48B,4RST,6RST, WINDCODE@ W6 Garage Door
GD5S,GR5S,ARSS,ED5S
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R5 II 104761-B-IBC-RevO4.Ddf
Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495
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 FL16107 R5 AE CBPC 141219-A.odf
requirements of the building code but DO NOT meet the Created by Independent Third Party:Yes
impact resistant requirement for windborne debris regions.
16107.13 13 W7-18 PAN-2F143: 84A,94,98, Steel Pan (min.24 ga.) 16'4"to 18'2"wide WINDCODE@
48,48B,4F,4RST W7 Garage Door with Optional Impact-Resistant Utes
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16107 R5 II 104762-IBC-Rev02.1)df
Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +41 PSF/-46 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R5 AE CBPC 121212-A.I,odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.14 14 W8-16 DSIE-11`171: HDG, Double-skin Insulated(exterior skin 27 ga.min.; interior
HDGL,4300, 4310, 4301,66,66G, skin 27 ga.min.)Double Car(9'2"to 16'2"wide)
67,67G,68,6200, 6201,6203, WINDCODE@ W8 Garage Door with Optional Impact-
SP200,SF200,SE200 Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16107 R5 II 104736-IBC-RevO3 pdf
Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495
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 R5 AE CBPC 130214-A.0f
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.15 11_5W8-16 PAN-21`143: 84A,94,98, Steel Pan (min.24 ga.)Double Car(9'2"to 16'2"wide)
48,48B,4F,4RST WINDCODEO W8 Garage Door with Optional Impact-
Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16107 R5 II 104754-IBC-Rev02,odf
Approved for use outside HVHZ:Yes Verified By: Mark Westerfield FL PE 48495
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46 PSF/-50 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R5 AE CBPC 121212-A.I.odf
doors with optional impact-resistant glazing are Impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.16 16 W8-18 DSIE-117171: HDG, Double-skin Insulated(exterior skin 27 ga.min.; interior
HDGL,HDGF,4300,4310,4301, skin 27 ga.min.)Double Car(16'4"to 18'2"wide)
66,66G,67,67G,68, 6200,6201, WINDCODEO W8 Garage Door with Optional Impact-
6203,SP200,SF200, SE200 Resistant Lites
Limits of Use Installation Instructions
Approved for use In HVHZ: Yes FL16107 R5 II 104752-IBC-Rev02.ndf
Approved for use outside HVHZ:Yes Verified By: Mark Westerfield FL PE 48495
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46 PSF/-50 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R5 AE CBPC 121212-A.1.0f
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.17 17 W8-16 DSIU-11`171:9200, Double-skin Insulated PUR(exterior skin 27 ga.min.;
9201,9203,H DP20, HDPF20, interior skin 27 ga.min.)Double-Car(97"to 16'2" wide)
HDPL20,7200,7201,7203,8200, WINDCODE@ W8 Garage Door with Optional Impact-
8201,8203 Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16107 R5 II 104778-IBC-Rev03.odf
Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495
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 R5 AE CBPC 130214-A.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
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Florida Building Code Online Page 5 of 5
16107.18 18 W8-18 DSIU-11`171: 9200, Double-skin Insulated PUR(exterior skin 27 ga.min.;
9201,9203,HDP20,HDPF20, interior skin 27 ga.min.) 16'4"to 18'2"wide WINDCODEO
HDPL20,7200,7201,7203,8200, W8 Garage Door with Optional Impact-Resistant Lites
8201,8203
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16107 R5 II 104779-IBC--RevO2 Ddf
Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46 PSF/-50 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R5 AE CBPC 121212-A.l.Ddf
doors with optional Impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.19 19W6-1 W6-16 DSIE-1F471: Double-skin Insulated EPS(exterior skin 27 ga.min.;
GD2SP,GR2SP,GD2LP,GR2LP, interior skin 27 ga.min.)Double-Car(97"to 167" wide)
AR2SP,AR2LP,ED2SP,ED2LP, WINDCODEO W6 Garage Door with Optional Impact-
4302,6202,SFC68 Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16107 R5 II 104785-A-IBC-RevOl.Ddf
Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495
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 R5 AE CBPC 130423-A.Ddf
doors with optional Impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile Impact).
16107.20 20 W6-16 W6-16 DSIE-1F471: Double-skin Insulated EPS(exterior skin 27 ga.min.;
GD2SP,GR2SP,GD2LP,GR2LP, interior skin 27 ga.min.)Double-Car(9'2"to 167" wide)
AR2SP,AR2LP,ED2SP,ED2LP, WINDCODE@ W6 Garage Door
4302,6202,SFC68
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R5 II 104785-B-IBC-RevOl.Ddf
Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495
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 R5 AE CBPC 130423-A.odf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
Go to Page Page 1/3
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Product Approval Accepts:
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4 3 2 1
MODELS 27 GA SHORT 27 GA FLUSH 27 GA LONG SKEET REVISIONS
CLOPAY 4300,HM 4301,HDGF 4310,HDGL 1 OF 4 REV. NO.j ZONE IDATE ECN NO. APPVD:I DESCRIPTION
03 2/11/13 SH UPDATED TOP BRACKET REQUIREMENT.
HDLt4ES '-fi6,6fiG,6200 68,6201 67,fi7Gr 6203
IDEAL SP200 SF200 SE200
OPTIONAL GLAZING MAY BE STANDARD OR IMPACT
(1)20 GA BACKER PLATE BETWEEN EACH RESISTOR DETAILS.STANT NG(SEE SECTION B-B SHOWN W ON SHEET D
EMBOSS LOCATION THAT CONTAINS A CENTER
HINGE ATTACHED WITH DOUBLE SIDED INTERMEDIATE SECTION.)
ACRYLIC ADHESIVE TSO BAACK;OF DOOR. A
ri ii li ii ii it rr rr� Tri ii ii rr it GLAZING SHOWN IN TOP SECTION.
16 GA.DOUBLE END SOLES.
o MAY BE NOTCHED FOR tITES.
lo 77
��E C r r rte- � ,�{, r;�'�I r MEN`8' SEE SHEET THRE
VIEW'C" �5EE SHEET Tt{REE.
y0
tr r a
TWO POW LOM14G
�. wr0 TRACK.
—H TOP
__
----«-A OPTIONAL OIfTSIDE KEYED LOCK POSI110 INNER BOTTOM BRACKET.USED AS
MAX DOOR WIDTH- 16'-2' (1)3-IN ROLLER CARRIER(P/N SNAP LATCH ENGAGES END
IN^,IDE ELEVATIONS 0120394) USED WITH 3"TRACK. ONTO VERTICAL TRACK. STILE.
DOOR HEIGHT 6 TION OF OPTIONAL VENT'S.TOTAL VENT OPENINGS: 60 IN'PER VEHICLE ONE SNAP OFLAT
ON
SECTIONS VENTS SHALL BE IN ACCORDANCE WITH CLOPAY DRAWING 101845. SLIDE BOLT LOCK EACH SIDE OF D00> R
p UP TO 7'D' 4 ENGAGES INTO
C7 7'3'TO 8'9' 5 END VERTICAL TRACK. OUTSIDE
9ro•TO LOW 6 STILE. ONE LOCK ON HANDLE. LOCK BAR
1WV TD 12'3' 7 EACH SIDE OF OUTSIDE END fJ4GAGE5 IN
12'6'TO 14'D' 8 DSR- KEYED STILE TRACK ON
14.P TO 15'9' 9 HANDLE. EACH SIDE
16ro' ]D INSIDE SLIDE 130 INSIDE HANDLE OF DOOR.
NAX SEGTItPt t4EiG1TT 2I' THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE )TICK OPTION. n=DE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH
ULTIMATE WINO SPEEDS USIFD DEL.OW ACCORDING TO THE FLORIDA C4TAP LATCH LOCK OPTON, t0 v ea KIN
BUILDING CODE OR THE WTERNATLONAL BUILDING CODE(BASED ON
ASCD-10)FOR THE FOLLOWING CONORIONS:1)ENCLOSED
BUIUNN%2)DOOR HAS 2'OF wm W BUROLNG'S END ZONE.3)
ANY ROOF SLOPE,AND 4)TFSTWG W ACCORDANCE WITH ,
AN51/DASMA 108.SBE-SPECIFIC CALCULATIONS BY A OVN]F1ID
DESIGN PR .1OILONAt MAY OtFFIIt KANUFACTUfONG PRODUCT CAD
ULTIKATE WIND 160 10 175 1$S em DSIE—iFi71
SPEED 0uw DESIGN LOADS: +38.D P.S.F. &-42.0 P.S.F.
A TEST LOADS:457.0 P.S.F. &-63,0 P_S.F. PART NO.: N/A
TRY H,C,D B,C,D D,C B,C 8 Unbrs st w OMernt- i 8585 Cuke Bule'tmd VINDLOAD RATING A
TOLERANCES er. 1110pay Mall,DH 45M USA
NEON RDDF 1iIIDtD' �' 15' � 15' A_ f.031 BDTn9 t Tr,ft 613-g W 6 D P 3 8
Fmt no,513-
-00'" 3.015 DESCRIPTION: 2"EPS INS DOORS TO 16'2`(SEE TABLE FOR MODELS
0000 3.001 DRAWN .
CHECKED 8Y SH DPiE 14/az�2 SCALE Nis DWG
DESIGN ENGINEER, Deg— 31/T i SHEET 1 OF 4 SIZE B
MARX WESTERFIELD.SP.IS.0 vniw Stas d cHn.,.L«
(AS P.E. 09151:5DIMtNSpNs'6M
W mgIES.DWG. NO.: 104724-A/8 IVER.IBC
4 1 2 FLORIDA PRODUCT APPROVAL 16907
4 3 2
MODELS 27 Ism SHORT 27 GA FLUSH 27 GA LONG SHEET' REVISIONS
CL13PAY 4300,HDG 4301,HDGF 4310,HDGL 2 OF 4 REV. NO. ZONE- R.A7-. LCN NO. APPV2:I DESCRIPTION
03 SEE REVISION
HOLMES 66,66rh 6200 6%62M 67,67G,6M3 HISTORY ON SHEET ONE.
IDEAL SMD SFM SE200
IMPACT-RESISTANT CONSTRUCTION M4NDARD ASSEMBLY CONSTRUCTION
SOLID
O IND GLAZING) DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8-ACYRUC LITES AVAILABLE OPTIONAL ACRYLIC GLAZING IS
IMPACT-RESISTANT.
I.. INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPM OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBG/FBC
GLAZING IS GE LEXAN SM432T.AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606.
06 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612- THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
wwDOOR 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 RESISIANT. REGIONS(REF.CHAPTER 16 FBC/lBC).
SECTION B-B (IMPACT-RESISTANT GLAZING OPTION) SECTION B-B (NON-IMPACT RESISTANT GLAZING OPTION)
C /---NDETXL'D'
FRONT FRAME WITH U.V.COATING ON OUTSIDE SURFACE
NOTE THAT FRONT FRAME IS NARROWER THAN
IMPACT-RESISTANT FRAME.
OPTIONAL DECMTNE MULTIPURPOSE MGH BOND TAPE
INSERT
(BEIVIEE
SNAP-IN I N FRAME AND FACADE).
DECORATIVE FRONT FACADE
1 t GLAZING\
MOLDED INSIDE
(BETWEEN
UCTURAL SIU=NE SEALANT LITE RETAINERJSX3PAN HEAD SCREW
BETWEEN STEEL SKIN AND FRAME). (10 SCREWS PER LITE).
RESISTANT IMPACT RESISTANT
ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH
13
MOLDED CE FRONT UEX4N (10)#8 x 3/-V PAN HEW MCKNE SCREW--
S=432T
FRAME&GL42M
IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 104724-A DRAWING 104724-B
mmFAcTuRm PRODUCT=i
DSIE-117171
DESIGN LOADS: +38.0 P.S.F. & -42-0 P.S.F.
(EST LOADS: +57.0 P.S.F. &-63.0 P.S.F. PART NO.. NIA
uw-slald ou-1. B wNDLnAm RAmm A
TOLERANCES m =mclulpa =,.4 45040 USA
.0- *.031 Bahl ftub U,.qy 'A'N.V, W D P 3 8
-00 *-015 DESCRIPTION: r EPS mr.DOORS To 16'2'(SEE TABLE FOR MODELS
.000 *' DRAWN BY: SH DATE:9/28/12 SCALE.NTS ID
.0000 *.Ool I
DESIGN ENGINEERS 00000
*'/Z CHECKED BY. SH J4SIZE DATE.10/12/1SHEET 2 OF 4
MARK VIESTERFIELD.P.E. Onto.sttd omwol. -
RI P.E. 448495,NO4230,32,TEXAS P.E. #91513 MEmson ARE IN INWM DWG. NO.: 104724-A/B VER IBC
4 3All, 2 FLORODA PRODUCT APPROVAL 16107
_
1
MMELS 27 GA SH13RT E7 CA FLUSH 27 GA LONG SHEET- REVISIONS
- CLUPAY 4300,HDG 4301,HDGF 4310,HDGL 3 OF 4 REV. No.1 ZONE.I DATE. I E:CN NO.I APPVD:I DESCRIPTION
HOLMES 66, 665,6200 68,6201 67 67G,6203 03 1 SEE REVISION HISTORY ON SHEET ONF-
- IDEAL SP200 SF200 -SE200 SILICONE FILLED CHANNEL SEPARATES
FRONT'AND BACK SKIN OF DOOR.
(NO LOAD FROM DOOR) NOTES-.
1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO TrIE TRACK AND THEN FROM THE TRACK TO 1.95-THICK, I#DENSITY
THE 2X8 VERTICAL SYP(GRADE 42 OR BETTER)JAMFIS.NO LOAD FROM THE DOOR IS EXPANDED POLYSMENE FOAM GA. AL TEEL LLER
TRANSFERRED TO THE HORIZONTAL,ITCP)"a INSULATION LANNAIED To BOTH (1) 12 G V.S TOP RO
2-EACH VER71CAL JAMB SEES A MAXIMUM DESIGN LOAD OF+304 LB&-338 LB.PER LINEAR
FOar OF JWEL EXTERIOR AND INTERIOR SKINS. BRACKETS (2-1/2'x 5-3/8'). EACH
3.ALL JAMB FASTENERS MAY BE(GUT ARE NOT REQUIREDTO M COUNTERSUNK TO FROODE A BRACKET ATTACHED W/(4)#145/8-SHEET
FASTENER FLTH MOUNTING SURFACE. METAL SCREWS.ADJUSTABLE SLIDE ATTACHED
IYPS 4.A /3 STRESS INCREASE FOR WIND LOAD WAS nM USED IN THE CALCULATION OF ALLOWABLE TO TOP BRACKET WITH (2) 1/4!'Xl/2*BOLTS
V LOADS FOR ANCHORS AND FASTENMRS FOR STEEL.CONCRETE AND MASONRY. AND NUTS PER BRACKET.
MAY.O.f-' TONGUE AND GROOVE JOINTS. 27 Gk ((LOle MIN.)INTERIOR STEEL SKIN
LBAKED-ON PRIMER AND A BAKED-ON
POLYESTER PAINTED TOP COAT APPLIED TO c
2X6 AMD T- BOTH SIDES OF STEEL SION.
'4-1/ 14 GA. G&V. ROLLER HINGE. EACH HINGE
FASTWED TO END STILES WITH (4)#144/6-
SHEET METAL AND(2) 1/4-X3/4�SELF
7 TALL TAPER STRUr. TAPPING SCRM SEE VIEW'B'�
0.05r MIN.CALV.STEEI.
50 KSL MIN.
OW TO BE USED MR ArTACHMENT'OF TRACK ANGLE TO ZKG VERTICAL AM OR SUPPORTING SlIRUaUm ONE 4"T-SIRUT PER SECTION. (SEE
mmmum —VIEW-D-)EACH T-STRLIT ATTACHED AT
DISTANCE STEEL 27 CA(0.016*MIN.) EXTERIOR STEEL EACH HINGE LOCATION WITH (2)
M1DING TYPE FASTENER TYPE REOU SION WITH G-40 MIN.GALV. BAKED-ON 1/4-x3/,C SELF TAPPING SCREWS.
ErE ANCHOR I O.D. POLYESTER PAINTED TOP COAT APPLIED
5affimp.mmilft CONCRETE Z.I TO BOTH SIDES OF STEEL SKIN.
7.
IRETE .1
WOOD-A E(9n VE ANCHOR STRUCTURE Ria-=
FIRST ANCHOR STARnNr AT No MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE-HIGHEST ANCHOR INSTAIAM
AT
Ang AS.ME DOOR OPENINC, 13 GA.GALV.STEEL BonDU BRACKET ATTACHED
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT'FASTENER& !44� WITH (2)fl4x5le SHEET METAL SCREWS.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOM-2-1/r�EXCLUOM STUCCO ThICICOM ALUMINUM EXTRUSION&VINYL WFATHERSTRIP.
#144/87 SHEET METAL SCREWS SECTj N A—A (SIDE VIEM
aTAPPING SCREWS. I TEST LOADS: "
-00 *-015 DESCRIPnON: 2'EPS INS.DOORS TO 16-2-(SEE TABLE FOR MODELS)
�
'
-
'
'
4 3 2 1
MODELS 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET. REVISIONS
CLDPAY 4300,HDG 4303,HDGF 4310, HD0. 4 OF 4 REV. N0.I ZONE:I DATE. ECN NO. APPVD: DESCRIPTION
03 SEE REVISION HISTORY ON SHEET ONE.
HOLMES 66,666,6200 68,612% 1 67,676,6203
IDEAL SPBOO SF200 I SEM
2'TRACK CONFIGURATION SM-TRACK CONFIGURATION ABOVE THE HORTZOMIAL TRACK D
DOOR OPENING DOES NOT AFFECT THE SUPPORT BY DOOR
DOORS UP TO 900 LBS. WIND LOAD RATING OF THIS DOOR
INSTALLER(TO SUIT).
DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURAMON
DOOR DOORS UP TO 800 LBS,
HEIGHT 2"
13 GA GALV.STEEL FLAG BRACKET ATTACHED TO =
JAMB WTIH(3)5/i6`X 1-5/6'LAG SCREN5
AND TO TRACK WON(2)1/4'RNEM r Ix1aR OVERLAP(EACH SIDE)
= 2x6 SYP WOOD.IAMB.SEE 3'MIN. STOPMOULDING BY INSTALLER(TO sm.
AS ROD..SPACING TIM I4'0,6 'TRAM PREPARATION NOSE': FFTIONAL
6GA GALV.STEEL DOUBLE-OtO-STRE FASTENED WTM(1)18 X 1/Y WAFER SCREW.
6 a ND STILE DOA.:5-3/4 X 2-1/8'X 3/8'.
rr -
$ 83' 2'GALV.STEEL TRACK. _ 2-1/2'X 12 CA GALV.STEEL
I TRACK THICKNESS Q083'. 1 1'74 TRACK BRACKETS FASTENED TO
SD' - WOOD JAMBS WITH 5/6'X i-5/8' 7/16•I.D.ROUND 1S GA GAO.STEEL CENTER HINGE
.6 LAG OSCREWS NOT TO EXH-CENTER.N OF{�B}LTICAG PUSH NUT FASTENED TO DOER,STILES W/(4)FAGIL
TYP.2-1/2•x 12 GA cwK scREws REAUIRED PER JAMB: FASTEHEN. 14x5/6`SHEET METAL Srt�v:s.
STEEL TRACK BRACKETS, - 14 GA GALY.STEEL ROLLER HINGES FASTENED TO END STTLES W/(4)EACH/714x5/8'
ATTACHED TO AND WON(1} - SHEET METH.SCREWS AND(2)11,r SELF TAPPING SCREWS PER END HINGE
24' 5/1V X 1-5/8"LAO SCREW PER - 2`GAIN.STEEL TRACK FASTENED TO
TRACK BRACKET. - 12 CA CALY S[EEL.TRACK FS{ACKETS 2•DIA.7-1/2"CON,STEM.10 GALL STEEL ROLLER WNW STEEL OR NYLON TETE.
15-6 WITH EITHER(2) 1/4'DIA.RNETS OR
m• (1)1/4"x 5/8'SOLT&NUT PER �_
3-1/2' TRACK BRACKET. SECTION LHR BRACKET(2-1/2'x 5-3/4'x 12GA)
PREPARATION OF JAMBS BY OTHERS, ATTACHED WITH(2)1/4"x 3/4'SELF TAPPING
SCREW"` NOTE THAT LHR BRACKETS ARE ALSO
USED WITH"DOUBLE END SOLE'AS SHOWN IN
3"TRACK CONFIGURATION MM-TRACK CONFIGURA114N ABOVE THE ZONE ES-3 SHEET 1.
DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DC IL RF TRACK
DOORS.800 LBS AND OVER, WIND LOAD RATING OF THIS DOOR DOORS 800 LBS AND OVER. LOW HEADROOM OPTION
_CENSER HANG RMJOIED FOR (AVAI..FOR BOTH 2"AND 3'TRACK)
DOORS OVER IV HIGH. HORIZONTAL
-- 1•DOOR OVERJOATT'
CH SDE') TRACK
—� - 2x6 SYP WOOD JNAB.SEESTOP MOULDING BY DOOR INSTALLER(TO SUR). p
B 3'CALK TAPERED STEEL TRACK•ANO ANGLE.TDNACK 'JAMB PREPARATION NOTE". 16 GA GALV.STEEL.DDUBLE-END-STILE FASTENED WITH(1)J6 X 1/2•WAFER p
i THICKNESS CAOI:ANCE 7HSClQNESS:D.O6A: HORIZONTAL TRACK SCREW.END SIDE DIM_5-3/4 X 2-118'X 318".
MDL AtCLE DIMENSIONS 3-1/4`x 2-71V. SUPPORT 13Y DOOR
VBTTICAL/KORIZONTAL TRACK 14•MAXIMUM SPACING INSIALER(To SUIT).
JUNCTION.TWO 1/4'BOLTS —FROM LAST MOUNTING 3-1/4`x 27/6`MIR x 0.08ED fANGLE SEE LAG BOLT MOUNTINGCFK """'NUf5 FOR EACH TRACK SLOT TO TRICK JUNCTION 18 CA.fIALV."'TEFL CENTER MINCE
GONFSGURADW. 7176"E0.ROUND FASTENED TO lMFFN.SRLE^a WI(i)EACH
ADpiIONAL MOUNTING^LOTS 1- � ;14x5/8"SHEET METAL SCRF
SPACED AT 12'CENTERS. 0.101'THICK 3'CALV.STEEL TRACNED 14 GA.GALV.STEEL.ROLLER HINGES FASTENED TO END
TO TAPERED ANGLE TRACK ATO STILES W/(4)EACH 014x5/8'SHEET METAL SCREWS
2.ON CU RER TAPERED ANGLE WI H ONE 114-x51 & AND(2)1/e SELF TAPPING SCREWS PER LEND HINGE.NUT AT EACH MOUAT.
= 3'IIA.8-1/2'LANG SEEM BALL BEMNG STEEL.ROLLER.
p SECTION C-C MANUFACTURING PRODUCT CODE
x NE Y•TRACK BOLT AND NUT AT EACH PREPARATION OF JAM13S BY OTHERS. DSIE-1F171
MOUNTING SLOT LOCATION.
c DESIGN LOADS: 7P.S.F. &-420 P.S.F.
TEST LOA + .Q.0 P.S.F.&-63 0 PS.F. PARI'NO.: NJA
DS: n
AH�RHT LEHGU.1-22' UntSNbWh�ntA"
a n� B5�8"iMON 4
D 85�ou VIEIDLOAD RATING /1
TOLERANCES�, S7O a MTOL x.513D�IDD W 6 D P 38
ONE 5/t6'x USA
7 1-5/8'LAG SCREW SPACED AT THE SAME 00 t-015 �9�� FS N 5DO DS To
1D' W§ �
DISTANCES AS THE TRACK BOLTS(LE 3-i DESCRIPTION: 2'EPS lNS.DOORS TO 16'2'{SEE TABLE FOR MODELSJr.tO:?Z:34: .ixlSS� *,OTIC4b,ERG.). ADDmONAL LAG SCREWS LOCATED AT 16`,28.& .0000- 7.001 DRAWN BY: SH DATE:9/228/12 SCALE: NTS DWO.
DESIGN ENGINEERt 3'7/2 40'FROM BOTION. TWO LAO SCREWS ALSO LOCATED ABOVE Degrexx t1/2' CHECKED BY: SH DATE:10/12/1 SHEET' 4 OF 4 ISEZEB
MARK WESIERFlECD,P E VERITCALJHORIZONTAL TRACK JUNCTION. UrNAa slAtN OD Arx M
ORI P 9 P 1 3 DwzwoN3 ARE IN wGHm DWG. NO.: 104724-A/B VER:ISO
4 3 2 FLORODA PRODUCT APPROVAL 1610�7
. . ,
. .
WV6aoouxnoov�vo�
Mason,Omo4004n�1o1USA
BUILDING PRODUCTS- — (513)7704800 ` Fax(513)770-3558
February 14, 2O13
Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6
�
through W8
/
I have evaluated the wind load door designs as shown on the drawings listed below. I
have reviewed the test reports, which were generated by accredited independent
laboratories as required by 9N-3.005(4), the engineering nntinno| analysis, and the
product drawings, The test reports are |/atedbe|ow. Asoarnb|ytaet|ngwasoonducbedby
American Test Lab North Carolina. Component testing was conducted by HETI and ETC.
For the doors listed in Tables 1 through S, Static Pressure Tests were conducted In |
accordance with T7\,5 2O2-1g94, ASTM-E330-2OOZand ANST/DASMA1O8-2UO5. 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 ANSl/DASMA
115-2005. The pressures listed on the drawings are either direct results of these tests
orresults obtained through engineering rational analysis based on actual tests. l have
concluded that the door designs listed below-in Tables 1 through 5 are In compliance
with the High Velocity Hurricane Zone test requirements of the 2010 Florida Building
Code Sections 1715.5.3.1, 1625 and 1626and therefore are qualified as
Impact-resistant maaemnb1iom (large rn}ss||a >rnpadO.
TABLE 1: Drawings for doors with Manufactufto Product Code (MPQ PAN-2F153:
TABLE 2: DraWings for doors with Manufacturing Product Code (MPQ PAN-2FI56:
I0I348-A-Kev17,-max. door size 9'0"o X I6'0"| +38/-44 PSF (design load)
TABLE 3: Drawinas for doors with Manufacturina Product Code (MPC)--DSIE-lFI71:
104724-A-ReVO3 max. door size 16`211 x 16'0", +38/-42 PsF (design load)
104736-RevO3, �ax. door size 16'2" x 16 loll; +46/-52 PSF (design load)
TABLE 4: Drawinas for doors with Manufacturina Product Code (MPQ DSIQ-1F171:
IG4778-RevO3, max. door size 16'2" x 16'0"; +46/-52 PSP (design load)
TABLE 5: Drawings for doors with Manufacturing Product Code (MPQ DSIE-1F471;
104786-RevOO, max. door size 16'2" x 16'0"; +46/-52 PSF (design load)
For the doors In Tables G through 9\ Static Pressure Tests were conducted in
accordance with ASTM-E338-2UO2and ANSI/DASMA1O8'2O0S. The pressures listed on
the drawings are either direct results ofthese tests orresults obtained through
engineering rational analysis based on actual tests. I have concluded that the door
designs ||ytad below In Tables 6 through S are in compliance with thotest requirements
ofthe 2D1DFlorida Building Code Section 1715.S.3.1.
PAGE 1ur3 nLs:oapC_13n21*'*
. .
Clapaya
EVALUATION REPORT FOP,CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6 W8
TABLE 6: Drawings for doors with Manufacturing Product Code (MPQ PAN-2F1 3,
TABLE 7: Drawincts for doors with Manufacturing Product Code (MPQ PAN-21=156:
TABLE 8: Drawinas for doors with Manufacturing Product Code (MPC) DSIE-IF 71:
TAIILE-9: Drawings for doors with Manufacturing Product Code (MPQ DSIE-lF471:
Test ReRorts:
ATL'0107.01.13LATL-1206.01~12, /AI'0801.01-12, /TI-0827.01-12, /TTL~0115.01'13,
. ATL-0117,01'13
Product Description for doors with MPC PAN-2FI53:
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,
given drawing.
Product Description for doors with MPC PAN-21=156:
These doors consist of2"thick steel pan sections with rn|n, 25 go. (O.
skins. The steel skin is atleast G40DDS per ASTM A6S3. Sections may have 1-5/16"
[nsu|ationcoptbred /nbheuavityofthepaneacton. ThenlnxirnunoaacUonheightks
21". These doors may have optional Impact-Resistant Glazing (Molded). Optional
Innpact-Roa)aLmMtGlazing is a one-piece injection-molded front frame and glazing. The
following models are at least structurally equivalent bo the bested door: 76, 76V, 2RST.
Not all models may beshown onagiven drawing,
Product Description fo r doors with MPC DSIE-11=171:
These doors consist o[2"double-skin Insulated sections with an EPS cnna
!arn|nnhed to both skins. Both Inner and outer skins are min. 27 gn. (0.016") G40 DDS
per ASTM A653. The maximum section height Is 21". These doors may have optional
lmmpact-Ras|stontGlaz!ng (Molded). Optional Impact-Resistant Glazing is one-piece
Injection-molded front frame and glazing. The following models are at least structurally
equivalent hothe tested door: 4300, 4301, 431O, HDG, HDGL HDGF, 66/ 66G/ 67'
67Q, 68, 6200/ 6281, 6203, BP200' SF2D0, SE200.
Product Description for do!2rs with MPC DSIU-IF171:
These doors consist of 2" double-skIn Insulated sections with polyurethane
insulation foamed |nplace between both skins. Both Inner and outer skins are min. 27
ga. (0.016") d40 DDS per ASTM A653. The maximum section height is 21". These
doors may have optional Impact-Resistant Glazing (Molded). Optional Impact-Resistant
PAGE zor3 HLE/CBPcL1s821o`x
.^
^ ,
EvAwATiON REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W8
Glazing is a one-piece Injection-molded front frame and glazing. The following models
are etleast structurally equivalent bothe tested door: HDP20, HDPF20/ HDPL20/ 7200/
7201, 72U3, 8200, 8201, 8303, 9200' 9201, 9203.
Product Description for doors with MPC QSIE1F471:
These doors consist o[Z"double-skin insulated sections with nnEPS core
�
laminated to both skins, Both inner and outer skins are min. 27 go. (0.016") G40 DDS
l
per ASTM A653. The rnax|nnum section height Is 24". These doors may have optional
Impact-Resistant Glazing (Aluminum). optional lnnpact-Resistant Glazing is an
aluminum front frame and aseparata polycarbonate glazing. The following models are
at least structurally equivalent to the tested door; GD2Sp, GR2SP, GD21_P, GR2L9,
AR2SP, AMP/ ED2SP, ED21_p/ 4302, 6202, SFC68.
Impact 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 ASTIVI 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 a\urn|nunn front frame and aseparate
polycarbonate glazing (GE MR10) that Is an approved C1 plastic in accordance with
basdnQ required by FBC-B 2612. Approval based on review mf0OA 08'0305.02.
Limitations:
The drawing(s) cited above aro on explicit part of this ova(4ot|oU report, The
text of this report does not attempt to address all design details and nuUea on the
illustrations and text ofthese drawings aawell.
lambs, Unba|e/ eU)m�orother structural m!omnanha 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 9N-3.005 (4)(e), Including attachments, are
detailed on thmdmaw|ng(s) listed abova, Installation must be in accordance with
manufacturer's Installation Instructions and must beaashown onthe \ UaLed
above. The manufacturer's licensed design professional listed on theUrmwing(e) has
reviewed the attachment details and installation requirements.
wx�vxxmx»� '
Signature:
No 6,9286
Scott Hamilton, P. E.
Florida P. E. No. 63286
STATE OF
06
Dehu'
PAGE 3o+J FILE:cBpC-130e14'4