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Florida Licensed Professional Engineer or Architect
FL16546 R11 Equiv 20170809 - FBC - DASMA 108 equiv.pdf
FL16546 Rll Equiv 20170809 - FBC - DASMA 115 eagivpdf
Sections from the Code
Product Approval Method Method 1 Option D
Date
Submitted
12/18/2018
Date
Validated
02/13/2019
Date
Pending FBC Approval
02/13/2019
Date
Approved
04/16/2019
Date
Revised
04/10/2020
Summary of Products
Go to Page 0 0 0 Page 1/ 4 � d1
FL # Model, Number or Name
Description
16546.1 Ol W5-16-HY PAN -2F153/6: 73,
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide)
1500, 75, 76, 190, 84A, 94, 42, 42B,
WINDCODE@ WS Garage Door
48, 48B, 55, 4F, 4RST, 6RST, 4RSF,
6RSF, GDSS, GDSSV, GRSS, GRSSV,
ARSS,ARSSV,EDSS,EDSSV
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16546 R11 II 101922-A-Revl5.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: +32 PSF/-32 PSF
Evaluation Reports
Other: Solid doors (no glazing) or doors with optional impact-
FL16546 RSl AE CBPC 131211-A pdf
resistant glazing are impact -resistant (large missile impact).
Created by Independent Third Party: No
16546.2
02 W5-16-HY PAN -2F153/6: 73,
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide)
1500, 75, 76, 190, 84A, 94, 42, 42B,
WINDCODE@ WS Garage Door
48, 48B, 55, 4F, 4RST, 6RST, 4RSF,
6RSF, GDSS, GDSSV, GRSS, GRSSV,
ARSS,ARSSV,EDSS,EDSSV
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16546 R11 II 101922-B-Revl S.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: +32 PSF/-32 PSF
Evaluation Reports
Other: The standard glazing available for this product meets
FL16546 RI1 AE CBPC 131211-A.pdf
the wind load requirements of the building code but DOES NOT
Created by Independent Third Party: No
meet the impact resistant requirement for wlndborne debris
regions.
16546.3
03 W8-16 PAN -2F443: GD4S, GR4S,
Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double-
ED4S, AR4S
Car (9'2" to 16'2" wide) WINDCODE® W8 Garage Door with
Optional Impact -Resistant Utes
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16546 RIl II 104791-RevOS.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._MbfX Wind Speed (V_ult): 170 MPH. Solid doors (no
glazing) or doors�lt ih optional impact -resistant glazing are
FL16546 Rll AE CBPC 131211-A.pdf
Created by Independent Third Party: No
impact -resistant (large 'ssile impact).
If -6546.4
04 6-16 PAN -2F153: 73, 1500, 75,
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide)
190, 4A, 94, 42, 42B, 48, 48B, 55,
4RST)6RST, 4RSF, 6RSF, GDSS,
955V, GRSS, GRSSV, ARSS,
WINDCODE® W6 Garage Door with Optional Impact -Resistant
Lites
ARSSV,EDSS,EDSSV
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16546 R11 II 104710-A-Rev03.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/-42 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no
FL16546 R11 AE CBPC 131211-A pdf
standard glazing) are impact -resistant (large missile impact).
Created by Independent Third Party: No
SCIS Home I Log In I User Registration I WTopirs I submit Surcharge I stats & Facts I Publications Contact Us I aCIS Site Map I Links I ♦Search
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� Product Approval
USER: Public User
Product Approval Menu > Product or Aopilcatlon Search > Application List > Application Detail
FL # FL16546-Rll
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
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
I Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Scott Hamilton
Evaluation Report
ANSI/DASMA 108
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
2002
di Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
FL16546 Rll COI Certification of Independence of Validation Entity_
Gary Pfuehler 2016-02-19 pdf
FL16546 R11 COI Statement on Independence of Evaluation Entity_
ScottHamilton 2016-02-19.pdf
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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December 11, 2013 (revised 12/17/18)
Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W5
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 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 and CBPC-ATC. Component testing was
conducted by HETI and ETC.
For the doors listed in Tables 1 through 8, Static Pressure Tests were conducted in
accordance with TAS 202-1994, ASTM -E330-2002 and ANSI/DASMA 108-2005/2012.
Missile Impact and Cyclic Pressure 'rests were conducted in accordance with TAS 201-
1994 and TAS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and
ANSI/DASMA 115-2005/2012. 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 sectional garage door designs listed below in
Tables 1 through 7 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).
�,�_ -- - -
max. oor size 16'0 x 16 +32/32 PSF (design load)
max. door size 1612" x 1610"; +36/-42 PSF (design load)
v05, max. door size 16'2" x 16'0"; +46/-52 PSF (design
v04, max. door size 9'0" x 16'0"; +50/-58 PsF (design
ReY01, max, door size 18'0" x 16`0"'; +25/-25 PSF (design
101922-A-ReV15, max. door size 16'0" x 16'0"; +3Z/ -3Z PSF (aesi
104710-A-RevO3, max. door size 16'2" x 16'0"; +36/-42 PSF (deli
TABLE 4• Dxawings_fQr_doors with_Manufactur_iavP�odI1r1 Cade (^MPC) PANSP-2F153:
104818-A-Rev01, max. oor size 16'2" x 16'0"; +32/-37 PSF (design load)
TABLE &• Drawings for doors with Manufacturing Product Code (MPC) PANSP5i�
104818-A-Rev01, max. door size 16'2" x 16'0"; +32/-37 PSF (design load)
TABLE & Drawings for doors with Manufacturing Product Code (MPCa_GSIE-1A171:
104814-A-Revoo, max. door size 9'0" x 16'0"; +36/-44 PsF (design load)
�'�,�JbE 7• Drawings for doors with ManufacturingmPr._od�sS Code (MPCLPAN-2F446:
105109�A=Rev00, max. doer size 18'0" x 16'0"; +25J�25 PSF (design load)
PAGE 1 of 6 FILE: CUC_1.31211-A.7
EVALUATION REPORT FOR CLOPAY BUILDING Pf1000C15 COMPANY SECTIONAL GARAGE DOORS, WS — W8
max. door size 16'2" x 16'0"; +46/ 52 PSF (design load)
max. door size 9'0" x 16'0"; +50/-58 PSF (design load)
For the doors in Tables 9 through 18, Static Pressure Tests were conducted in
accordance with ASTM -E330-2002 and ANSI/DASMA 108-2005/2012. 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
sectional garage door designs listed below in Tables 8 through 13 are in compliance
with these test requirements of the Florida Building Code.
-Rev15, max. door size 16'0" x 1 '0 a32/-32 PSP (design loo
B-13max. door size 16'2" x 16'0"; +36/-42 PSF (design load)
TAB- —t E 10' Draw(ngs for doors with Manufaeturi0g Produet Code (MPC PAN`2r143:
105101-Rev00, may, door size 20'0" x 16'0"; +30/-32 PSP (sign load)
-13-Rev15, max, door size 16'0" x 16'0"; +32/-32 PSF (design
-8-Rev03, max, door size 16'2" x 16'0"; +36/-42 PSF (design
TABLE 12• Drawings faoors 1^1i
r d_thl M-rn,fai•furina Product Code (MPC) PANSP-2F153:
104818-B-Rev01, max. door size 1612" x 1610"; +32/-37 PSF (design load)
TABLE 12• Drawingsfor doors with Manufacturing Product Code (MPC) PAN _$Y -2F156:
104818-B-Rev01, max, door size 16'2" x 16'0"; +32/-37 PSF (design load)
TABLE 14• Drawin sfgy jo9s.with ManUf _c wring Pl�_dAict Coe (MPC) DSIE-1A171:
104814-B-Rev00, max. size 910" x 16'0"; +36/-44 PSF (design load)
Dl mmax, door size 18'0 x 16'0"; +25/-'25 PSF (design
, max. door size 16'0" x 16'0"; +25/-2S PSP (design
TABLE 16: Drawings for doors with Manufacturing Product Code (MPC) PAN -21`446:
105109-B-Rev01, max. door size 18'0" x 16'0"; +25/-25 PSF (design load)
TABLE 17• Drawings for doors with Manufacturing Product Code (MPC) W=]82
10511Hev01, max. door size 18'0" x 8, +32/-36 PSF Cdesign load)
TABLE 18 Drawmos CtrLdoors with _ anufactur�0g_PCodS4ck Code (,MPCLPAN-21`441:
105430�RevpO, max, door size 16 0' xx 16 0"; +2S/ -2S PSF (design load)
Tes_t_RepAds__
The following test reports are based on testing conducted by American Test Lab at their
North Carolina Facility: 0213.01-13 (4/29/13), 0813.01-12 (10/9/12), 1206.01-12
(1/23/13), 0117-01-13R (3/18/13), 0220.01-13 (4/29/13), 0312,0113 (5/1/13),
0102.0113 (2/20/13). These reports document compliance with the TAS testing
standards and are signed and sealed by David Johnson, FL PE 61915.
PAGE 2 of 6 FILE: CBPC_131211-AJ
EVALUATION RCPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, w5 ^ w8 .
The following test reports are based on testing conducted by CBPC-ATC at their Mason
testing facility (accredited by ANAB/L-A-B for ASTM E330 and ANSI/DASMA 108
testing): CBPC-ATC 13-009 (6/25/13), 13-010 (6/25/13), 1.3-013 (4/29/13), 16-004
(4/4/16), 16-007 (5/16/16) CBPC-ATC 18041 (9/25/18).
Product Descr1ptign for doors with MPC PAN -2F153:
These doors consist of 2" thick steel pan sections with min. 25 ga. (0,019")
skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height
Is 21". These doors may have optional Impact -Resistant Glazing (Molded), Optional
Impact -Resistant Glazing is a one-piece injection -molded front frame and glazing. The
following models are at least structurally equivalent to the tested door: 84A, 94, 98,
73, 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 42B, 55, 55S, GD5S,
GD5SV, GRSS, GR5SV, AR5S, ARSSV, ED5S, ED5SV. Not all models may be shown on
given drawing.
Product Description for doors with MPC PAN -2F143:
These doors consist of 2" thick steel pan doors with min. 24 ga. (0,022") outer
skins. The steel skin is at least G40 per ASTM A653. The maximum section height is
21", The sections may have EPS foam insulation inserted Into the pan cavity. The
following models are at least structurally equivalent to the tested door: 84A, 94, 4F,
4RST, 4RSF, 48, 48B. Not all models may be shown on a given drawing.
Product Descriotlon � with_K_l?A_N�- . 443:,
These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer
skins. The steel skin is at least G40 per ASTM A653. The maximum section height is
24 The sections may have EPS foam insulation inserted into the pan cavity. 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: G4S, GS4,
GD4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED4S, E4SV, ED4SV, MR4S, SS4,
AR4S, MR4SV, SS4V, AR4SV. Not all models may be shown on a given drawing,
Product De _I; ptionor oars_wlth MpC_�6N
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 The following models are at least structurally equivalent to the tested door: 76,
75L, 2RST, 76V. Not all models may be shown on a given drawing.
Product Description for doors with MPC PANSP-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. 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 in either the top section
or the next -to -the -top section. 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: 73SP, 15SP, GD5SSP, GD5SPV. Not all models may be
shown on a given drawing,
PAGE 3 of 6 FILE: CBPC_i31211-A.7
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, WS ^ wA
Product Description for doors with MPC PANSP-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 in either the top section
or the next -to -the -tap section. 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: 76SP, 76VSP. Not all models may be shown on a given
drawing.
�ect_De. cri tion for doors withJ�G ��X.P�9.1,Z1µ
These doors consist of 1-3/8" 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". The following models are at least
structurally equivalent to the tested door: 2050, 4050, 2051, 4051, 2053, 4053, 62,
62G, 62LG, 6130, 65, 65G, 6131, 64, 64G, 6133, 135, SDP38, 136, SFL38, 134,
SRP38, Not all models may be shown on a given drawing.
Produ�� ripti9nfor_dgars with MPC DSIV -1F471•
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 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: GD2SU,
GR2SU, GD2LU, GR2LU, AR2SU, ARKU, ED2SU, ED2LU, 9202, HDPC20, 7202, 8202,
MFC68CU, 9205, HDPR20, MFR68U, 7205, 8205. Not all models may be shown on a
given drawing.
Product DescElptIgn fq' 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 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, GD21.P, GR2LP,
AR2SP, AR21_P, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205,
SFR68. Not all models may be shown on a given drawing.
Product Description for doors with MPC SP�F449;
These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer
skins. The steel skin Is at least G40 per ASTM A653. The maximum section height is
24". The sections may have decorative overlays. The following models are at least
structurally equivalent to the tested door: GHnn, GHRnn, GHRvnn, SPnn, SPVnn, SMnn
where "nn" represents the configuration of the overlays. Not all models may be shown
on a given drawing.
PAGE 4 OF 6 FILE: CBPC_131211=A.7
EVALUATION RF,PORT FOR CLOPAY BUILUING PRODUMS CUMPANY SECTIONAL GARAGE DOORS, Wb - W8
Product Description for doors with MPC W-1899:
These doors consist of 1-9/16" wood door sections with hemlock rails and stiles
and decorative cladding and overlays. The maximum section height is 28". These doors
may have optional Glazing. Optional Glazing is not impact resistant. The following
models are at least structurally equivalent to the tested door: RHxx, where "xx"
represents the configuration of the cladding and overlays. Not all models may be shown
on a given drawing.
Product Description for doors with MPC PAN -2F446:
These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer
skins. The steel skin is at least G40 per ASTM A653. The maximum section height is
24". The sections may have EPS foam insulation inserted into the pan cavity. 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: G4L, GL4,
GD4L, GR4L, G4LV, GL4V, GD4LV, GR4LV, E4L, EM, E4LV, ED4LV, MR4L, SL4, AR4L,
MR4LV, SL4V, AR4LV. Not all models may be shown on a given drawing.
product Description for doos�y��th MPC PAN -2F441:
These doors consist of 2" thick steel pan doors with min. 24 ga, (0.02211) outer
skins, The steel skin is at least G40 per ASTM A653. The maximum section height is
24". The sections may have EPS foam Insulation inserted into the pan cavity. 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: 4F4, GD4S,
ISMS, GD4SV, GR4SV, ED4S, ED4SV, AMS, AR4SV, GD41L, GR4L, GD4LV, GR4LV,
ED4L, ED4LV, AR41L, AR41_V. Not all models may be shown on a given drawing.
Impact Resistant cJa21ngr(_M_Q,1d9d)1
The optional impact resistant glazing is an_injection-molded polycarbonate front
frame and glazing (GE LEXAN SLX2432T) that Is an approved CI. plastic in accordance
with testing required by the Code. Approval based on review of the fallowing 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 (Aluminu 2)_
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 the Code. Approved polycarbonate materials are 5abic IP Lexan 9034
(versions also approved: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355)
and gayer 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,
PAGE 5 or 6 FILE: CBPC_131211•A.7
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY 5ECnONAL GARAGE DOORS, Wb n W6
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:
Scott Hamilton, P. E.
Florida P. E. No. 632£36
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PAGe 6 or 6 Pa.e: CBPC_131211-A.7