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Product Approval Menu>Product or Application Search>Apolication List>Application Detail FEB 0 7 2018
FL# FL16107-R10 ST. Lucie County, Permitting
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Clopay Building Products CoAddress/Phone/Email 8585 Duke Blvd.
Mason,OH 45040
(513) 770-6062
mwesterfield@clopayFILE
Authorized Signature Scott Hamilton
shamilton@clopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Scott Hamilton
the Evaluation Report
Florida License PE-63286
Quality Assurance Entity Intertek Testing Services NA, Inc. -QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Gary Pfuehler
Validation Checklist-Hardcopy Received
Certificate of Independence FL16107 R10 COI Certification of Independence of Validation Entity-
Gary
nticeGary Pfuehler.odf
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
Certified By Florida Licensed Professional Engineer or Architect
FL16107 R10 Eouiv 20170809- FBC-DASMA 108 eauiv odf
FL16107 R10 Eauiv 20170809-FBC-DASMA 115 eauiv 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 ® 0 a Page 2/3 a
FL# Model, Number or Name Description
16107.21 21 W8-16 DSIE-LF471: 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)
AR2LP, ED2SP, ED2LP,4302, WINDCODE@ W8 Garage Door with Optional Impact-
HDGC, 6202, MFC68,4305, HDGR, Resistant Lites
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.Ddf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.22 22 W6-09 DSIE-11`171: 4400, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
4401,4301,4300,4301,4310, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@
HDG, HDGL, HDGF, 66,66G,67, W6 Garage Door with Optional Impact-Resistant Lites
67G,68,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, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior
4401,4300,4301,4310, HOG, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE®
HDGL, HDGF,66, 66G,67, 67G, 68, W6 Garage Door
SP200, SF200, SE200,6200, 6201,
6203
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 II 101526-B-Rev20 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.oddf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact 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-
6RST, 6RSF,48,42, 55,48B,42B, Resistant Lites
55S,GD5S,GD5SV,GR5S,GR5SV,
AR5S,AR5SV, ED5S, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 101348-A-Rev17-sjoned.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/-44 PSF Evaluation Reports
Other: Max. Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 130214-A.odf
Created by Independent Third Party: No
doors with optional impact-resistant glazing are impact-
resistant(large missile impact).
16107.25 25 W6-09 PAN-2FI53: 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,GD5SV,GR5S,GR5SV,
ARSS,AR5SV,ED5S,ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16107 R10 I1 101348-B-Rev17-sioned.udf
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.Ddf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.26 26 W6-09 PAN-2F156: 76,76V, Steel Pan (min. 25 ga.)Single-Car(up to 9'0"wide)
12RST WINDCODE®W6 Garage Door
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.odf
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, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide)
2RST WINDCODE®W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 II 101348-B-Revl7-sioned.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.Ddf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.28 28 W6-09 DSIE-1A171: 2050, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior
2051,2053,4050,4051,4053,62, skin 29 ga,min.)Single-Car(up to 9'0"wide)WINDCODEO
64,65,62G,62LG,64G,SDP38, W6 Garage Door
SFL38,SRP38, 134, 135, 136,
6130,6131,6133
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104814 A Rev00 signed.0df
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 RSO AE CBPC 130423-A.Ddf
impact-resistant(large missile Impact). Created by Independent Third Party: No
16107.29 29 W6-09 DSIE-IA171: 2050, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior
2051,2053,4050,4051,4053,62, skin 29 ga.min.)Single-Car(up to 9'0"wide)WINDCODE@
64,65,62G,62LG,64G,SDP38, W6 Garage Door
SFL38,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.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.Bdf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.30 30 W6-09 DSIE-LF471: 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
AR2LP,ED2SP, ED2LP,4302, W6 Garage Door with Optional Impact-Resistant Lites
HDGC,6202, MFC68,4305,HDGR,
6205, SFR68,MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 RSO II 103954-A-Rev05-sinned pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 130423-A.odf
doors with optional Impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107,31 31 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@
AR2LP,ED2SP, ED2LP,4302, W6 Garage Door
HDGC,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.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/-44 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130423-A.Ddf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.32 32 W6-09 PAN-21`443: G4S,GS4, Gallery/Artistry/Expressions: Steel Pan(min. 24 ga.)Single-
GD4S, GR4S,G4SV,GS4V,GD4SV, Car(up to 9'0"wide)WINDCODE@ W6 Garage Door with
GR4SV, E4S, ED4S, E4SV, ED4SV, Optional 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.Ddf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.33 33 W6-09 PAN-21`443: 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@
GR4SV, E4S, ED4S, E4SV, ED4SV, W6 Garage Door
SS4,AR4S,SS4V,AR4SV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 II 103488-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/-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 Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.34 34 W6-09 PAN-21`446: G4L, GL4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.)Single-
GD4L,GR4L,G4LV,GL4V, GD4LV, Car(up to 9'0"wide)WINDCODE@ W6 Garage Door with
GR4LV, E4L, ED4L, E4LV, ED4LV, Optional Impact-Resistant Lites
SL4,AR4L, SL4V,AR4LV
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.odf
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-
GD4L,GR4L,G4LV,GL4V,GD4LV, Car(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-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/-44 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130423-A.Ddf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.36 36 W6-16 PAN-21`443: GD4S, Gallery/Artistry/Expressions: Steel Pan(min. 24 ga.)Double-
GR4S, 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 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/-42 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 130423-A.Ddf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.37 37 W6-16 PAN-21`443: GD4S, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)Double-
GR4S,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 RSO 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.Ddf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.38 38 W6-16 PAN-21`446: GD4L,GR4L, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)Double-
ED4L,AR4L Car(9'2"to 16'2"wide)WINDCODES 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 FL16107 R10 AE CBPC 130423-A.Ddf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.39 39 W6-16 PAN-21`446: GD4L,GR4L, Gallery/Artistry/Expressions: Steel Pan(min. 24 ga.)Double-
ED4L,AR4L Car(9'2"to 16'2"wide)WINDCODEO W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16107 R10 II 104790-13-RevO7 sioned.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.Ddf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.40 40 W8-09 DSIE-11`471: 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®
AR2LP,ED2SP,ED2LP,4302, W8 Garage Door with Optional Impact-Resistant Lites
HDGC,6202, MFC68,4305,HDGR,
6205,SFR68, MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104119-RevO4-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.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
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February 14, 2013 (Revised 3/25/15)
g
Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6
through W8
I have evaluated the wind load door designs as shown on the drawings listed below. I
have reviewed the test reports, which were generated by accredited independent
laboratories as required by the relevant Florida Administrative Rule, the engineering
rational analysis, and the product drawings. The test reports are listed below. Assembly
testing was conducted by American Test Lab North Carolina. Component testing was
conducted by HETI and ETC.
For the doors listed in Tables 1 through 5, Static Pressure Tests were conducted in
accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005. Missile
Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201-1994
and TAS 203-1994 and ASTM E1886-2005 and A5TM 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 i 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 withp F
101348-A-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (designload)
TABLE 2: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F156:
201348-A-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load)
TABLE 3: Drawings for doors withManfB,�ur�na Pr duct�ode P SIE-1F171:
101526-A-Rev19, max. door size 9'0`"' x 16'0' ; +38/-44 PSF ( esign load)
!A I&ALDM.,6Lnos for r Manufacturing Product CodeP - ZI:
104778-Rev03, max. door size 1612" x 16'0"; +46/-52 PSF design load)
TABLE 5: Drawings for doofs withManufa _t Code - F471:
104785-A-Rev03, max. door size 16'2 ' x 1 `0` +38/-42 PSF (design load)
104786-RevO4, 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.
TAP ingod _ r with ManufacturingPr C MP P -2FjU;
max.
�oor size 9'0"" x 16'0"; +38/-44 PSF (design toad)
PAGE 1 or 3 FILE: CBPC 13021,1-A.2
EVALUATION R[PORT FOR CLOPAY BUILDING PRODUCTS COMPANY SEC IIONAL GARAGE DOORS,WS-W8
TAU 7: Drawings for WQrs_witli Product
101348-B-Rev17, max. door size 9'0"" x 1 '0"; +38/-44 PSF (design load)
TABLE 8: Drawings for d9ors with Manufacturing Product Co -1F171:
101526-13-Rev19, max. door size 9'0"" x 16'0"; +38/-44 PSF Cdesign load)
} - F4
104785-B-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (designload)
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.
Profilist D� escjog_.g f-Qr dggrs 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, 428, 55, 55S, GD5S,
GD5SV, GR5S, GRSSV, AR5S, ARSSV, ED5S, ED5SV. Not all models may be shown on a
given drawing.
Product Description for doors with MPS' 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-1F171•
These doors consist of 2" double-skin insulated sections with an EPS core
laminated to both skins. Both Inner and outer skins are min. 27 ga. (0.016") G40 DDS
per ASTM A653. The maximum section height is 21". These doors may have optional
Impact-Resistant Glazing (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.
2mcl pct Descrip ion for doors with MPC DSIU-M71•
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 or 3 Ni e: CBPC 130214-A.2
EVAI UATtON RPPORT ron CLOPAV RUO DING PRODUCTS COMPANY SH.110NA4 GARAGE DOORS,W6—W8
7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a
given drawing.
Product Description for doors with MPC DSIE-1F471;
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
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, GD2LP, GR2LP,
AR2SP, AR2LP, ED2SP, EDUP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205,
SFR68. Not all models may be shown on a given drawing.
Impact Resistant.Glazing_(Moided):.
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-06-1.02.4-17496.0 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. 7/17/18) 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: ,HAM/C,I��i
O•. T� .
Sc=I n, . E. *: No 63286
Florida P. E. No. 63286
Date: �( 2 S!`a`� :��, STATE OF
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