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Product Approval Menu>Product or Application Search>Application List>Application Detail
P.OFFlCEOFIFE FL# FL16546-R9
SECRETARY. Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived J
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
.J 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
J Validation Checklist-Hardcopy Received i
i
Certificate of Independence FL16546 R9 COI Certification of Independence of Validation 'Entity=
Gary Pfuehler 2016-02-19.pdf i
FL16546 R9 COI Statement on Independence of Evaluation Entity=
ScottHamilton 2016-02-19.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
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFg UMAguIPw2FMmJ3E0kCIZtHTJPD6EgZnXAPQ%3d%3d
•3/280.018 Florida Building Code Online
•
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16546 R9 Equiv 20170809-FBC- DASMA 108 equiV.pdf
FL16546 R9 Equiv 20170809-FBC- DASMA 115 equiv.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 110 Page 1,/3 6 6
FL# Model,Number or Name Description
16546.1 01 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®W5 Garage Door
48,48B,55,4F,4RST, 6RST,4RSF,
6RSF,GD5S,GD5SV, GR5S,GR5SV,
AR5S,AR5SV, ED5S, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R9 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 R9 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®W5 Garage Door
48,48B, 55,4F,4RST, 6RST,4RSF,
6RSF,GD5S,GD5SV,GR5S,GR5SV,
ARES,AR5SV,EDSS, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R9 II 101922-B-Revl5.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 R9 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 windborne 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 Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R9 II 104791-Rev05.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(no FL16546 R9 AE CBPC 131211-A.pdf
glazing) or doors with optional impact-resistant glazing are Created by Independent Third Party: No
impact-resistant(large missile impact).
16546.4 04 W6-16 PAN-2F153: 73, 1500,75, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide)
190, 84A, 94,42,42B,48,48B, 55, WINDCODE®W6 Garage Door with Optional Impact-Resistant
4RST, 6RST,4RSF,6RSF,GD5S, Lites
GD5SV,GR5S,GR5SV,ARES,
AR5SV, ED5S, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R9 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 R9 AE CBPC 131211-A.pdf
standard glazing) are impact-resistant(large missile impact). Created by Independent Third Party: No
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4 I 3 2 I 1
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' SHEET. REVISIONS
_ -. ..-. RAISED PANEL EMBOSS DOORS 2 OF 4
MODELS 24 GA 24 GA INS 25 GA 25 GA INS 25 GA 25 GA INS MODELS 25 GA 25 GA INS R . NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84A. 94 -- 72, 75 1500,190 76 76V CLOPAY 15 - - - - SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST, 4F• 4RSF 6RST 6R51 2RST -- 'GALLERY' GDSS,CRSS GOSSV, GRSSV
HOLMES 48,488 -- 42,42B 55,55S -- -- HOLMES
SHORT PANEL LONG PANEL 'ARTISTRY' ARSS AR5SV
D ■-MODEL 41 IS FLUSH IDEAL 'CARRIAGE
HOUSE' EDSS EDSSV D
SHORT PANEL
IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8-ACYRUC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS
— IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC —
GLAZING IS GE LEXAN SLX2432T,AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606.
IBC/FBC 2606. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
THE ENITRE 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 MEETS THE IMPACT-RESISTANT REQUIREMENTS (REF. CHAPTER 16 FBC/IBC). REGIONS (REF. CHAPTER 16 FBC/IBC).
SECTION B-B (IMPACT-RESISTANT GLAZING OPTION) SECTION B-B (NON-IMPACT RESISTANT GLAZING OPTION)
C DETAIL T' C
.. 1
.""_""'- FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
AI IMPACT-RESISTANT FRAME.
125
OPTIONAL DECORATME 225 MULTIPURPOSE HIGH BOND TAPE
SNAP-IN INSERT. - .� (BETWEEN FRAME AND FACADE). �,-I�
\ DECORATNE FRONT FACADE. \\�� --11
I
'♦ L 1 �_\\\\� I = GLAZING
7—' MOLDED INSIDE
0400-1
STRUCTURAL SLOE SEALANT LITE RETAINER.
\ --/// (BETWEEN STEEL SKIN AND FRAME). (10#84S PAN HEAD SCREW
(10 SCREWS PER LITE).
IMPACT RESISTANT
ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH
MOLDED GE LEXAN (10) 86:3/4'PAN HEAD MACHINE SCREWS.
B SLX2432T FRONT B
FRAME&GLAZING.
IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 101922-A DRAWING 101922-B
I .
MANU
ING
DUCT
632 6 MIN. 25 GA. DOORS MPC PAN-2F153/E SHORTRTCPANEL: PAN-2F1 CODE
*��• � PANEL: PAN-2F153
��� DESIGN LOADS: +32.0 P.S.F. & -32.0 P.S.F. LONG PANEL: PAN-2F156
'-p: +-S/'4�j TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A
A ;9', STATE OF �!: Unless Staled otherwise MI rig 8585 Duke Boulevard VINDLOAD RATING
1.0.c.%A` p : TOLERANCES are Boson,OH 45040 USA
Td.No.513-770-4000 W 5 D P 3 2
'',,'% 0-4053
s ONAj.Ss-..`` j .000 2.015.005 DESCRIPTION: CLASSIC ANDm Fax No. CH7 RP STEEL PAN DC +321-32 PSF
DESIGN ENGINEER. Degrees Q f 00 DRAWN BY: MWW DATE: 1/26/96 SCALE: NTS DWG.DI
CHECKED BY: -- DATE: SHEET 2 OF 4 SIZE 1J
SCOTT HAMILTON. P.E. Unless Stated omen;se
FLORIDA LICENSE No. 63286 DIMENSAS ARE IN INCHES DWG. NO.: 101922 VER: IBC
4 I 3 + 2 I 1
I ±
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' SHEET. REVISIONS
RAISED PANEL EMBOSS DOORS 3 OF 4 -
MODELS 24 GA 24 GA INS 25 GA 25 GA INS 25 GA 25 GA INS MODELS 25 GA 25 GA INS REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84A,94 -- 73, 75 1500,190 76 76V CLOPAY 15 - - - - SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST, 4Fx 4RSF 6RST 6RSF 2RST -- 'GALLERY' 01355,GRSS GDSSV,GR5SV
HOLMES 48.48B -- 42,42B 55,55S -- — HOLMES
SHORT PANEL LONG PANEL 'ARTISTRY' AR5S ARSSV 3"TALL U-BAR.
D IDEAL 'CARRIAGE EGGS EDSSV —2"THICK 20 GA. GALV. STEEL.
■ -MODEL 4F IS FLUSH HOUSE' MIN. YIELD STRENGTH: 80 K51. D
"80 KSI' STAMPED ONTO U-BAR.
SHORT PANEL
IN THE CASE OF GYPSUM WALLBOARD LOCATED AT OR NEAR THE DOOR OPENING LOCATION THERE ARE TWO
ri 3" I
ACCEPTABLE ALTERNATIVES: 25 GA. MIN. G-40 GALV. ` �, • 1-7/8"
1)THE WALLBOARD CAN BE CUT AWAY FROM THE DOOR OPENING AND 2X6 SOUTHERN YELLOW PINE WOOD JAMBS STEEL SKIN WITH A -r
MOUNTED DIRECTLY TO THE SUPPORTING STRUCTURE TO CREATE THE MOUNTING SURFACE. ALTERNATIVELY, THE BAKED-ON PRIMER AND A
I BRACKETS MAY BE ATTACHED DIRECTLY TO THE SUPPORTING STRUCTURE. SEE DETAIL BELOW. THE CENTER OF BAKED-ON POLYESTER TOP I
SCREW HOLE MUST BE AT LEAST 4" FROM BOTH EDGES FOR A 5/16' LAG SCREW. COAT APPLIED TO BOTH (? 12 GA. GALV. STEEL TOP ROLLER
—
— 2)IF THE WALLBOARD IS NOT CUT AWAY TO EXPOSE THE UNDERLYING STRUCTURE (WOOD FRAMING MEMBERS), A SIDES OF STEEL SKIN. BRACKET. EACH BRACKET ATTACHED
2X6 SOUTHERN YELLOW PINE WOOD BUCK OVER SHALL BE INSTALLED THE WALLBOARD FRAMING THE OPENING
USING THE JAMB ATTACHMENT FASTENERS LISTED BELOW. HOWEVER. THE JAMB ATTACHMENT FASTENERS MUST W/(4) #14x5/8" SHEET METAL
BE OF A SUFFICIENT INCREASED LENGTH TO ACCOUNT FOR THE THICKNESS OF THE WALLBOARD TO ENSURE SCREWS.
PROPER FASTENER EMBEDMENT INTO THE STRUCTURAL FRAMING MEMBERS OF THE SUPPORTING STRUCTURE.
1/2' FROM EDGE ` BOTTOM OF SECTION: U-BAR PLACED
C MNi • SHIP LAP JOINTS. ABOVEOF LEAF HINGEAS SHOWN. C U� 14 GA GALV. STEEL END HINGE"., , f FASTENED TO END STILES W/(4) EACH
(/14x5/8" SHEET METAL SCREWS & (4)
1/4" SELF TAPPING SCREWS.
___ 1# DENSITY POLYSTYRENE FOAMrrtou
lie INSULATION 1-5/16' THICK WITH •
'pie.
VINYL HAIRCELL BACKER 1
(INSULATED MODELS ONLY). TOP OF SECTION: U-BAR PLACED ON
RIA •M: TT• L ,••s ".i. : sl ) TOP OF LEAF HINGE AS SHOWN.
3/8"z3" LAC SCREWS (1-1/2 EMBED) ON 24" CENTERS. 1-1/8' MIN. 0.0. WASHER REQUIRED. LAG SCREWS MAY 1
BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT
TRANSFER LOAD. I
R.
VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2.000 PSI MIN. CONCRETE COLUMN): O"TALL x 20 GA. GALV. STEEL UBA
3/8"x3" SLEEVE ANCHOR BOLTS (1-1/2" EMBED) ON 17' CENTERS (2,000 PSI MIN. CONCRETE. WASHERS ONE AT THE BOTTOMTOP OF EACHFSECTIONSECTION.AND
INCLUDED WITH SLEEVE ANCHORS. ) I ONE AT THE OF EACH
OR EACH U-BAR ATTACHED WITH (2)
1/4"x3" TAPCON SCREWS (1-1/2" EMBED) ON 14"CENTERS (2,000 PSI MIN. CONCRETE) OR 8" CENTERS (C-90 I 1/4"x3/4" SELF TAPPING SCREWS PER
B BLOCK). 1" MIN. O.D. WASHERS REQUIRED WITH TAPCONS. jt STILE LOCATION. B
ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL
JAMBS DO NOT TRANSFER LOAD. r,+)
OTHER JAMB CONFIGURATIONS: REFER TO DASMA TOS-161. A LICENSED DESIGN PROFESSIONAL MAY ALSO BE I%
EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS. - 13 GA. GALV. STEEL BOTTOM BRACKET.
NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE \ ATTACHED WITH (2) #1425/8" SHEET METAL SCREWS
PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES ALUMINUM EXTRUSION
FOR THE LOADS LISTED ON THE DRAWING. &VINYL WEATHERSTRIP. —
,,,,``y0.• ''• ....0 or, I SECTION A-A (SIDE VIEW)
Na 63k8 •L MANUFACTURING PRODUCT CODE
is* A""• MIN. 25 GA. DOORS. MPC P•N-2F153/6 SHORT PANEL: PAN-2F153
DESIGN LOADS: +32.0 P.S.F. & -32.0 P.S.F. LONG PANEL: PAN-2F156
:13.. 1"OF/ 4 . TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A n
A 11.13', STATE OFA _4•�/� Unless State,:Otherwise Clopay 8585 Duke BoulevorA VINDLOAD RATING ~
� ',c� gyp,;;•�4..I TOLERANCES are Tel.Na 51347770 4800 \y/
i'`. O R 1 U.,�4 .0 - 8.031 Belding Pradects CAmpeey Fes lb.513-770-4853 V V D P 3
��/isI.ONAI-Ear`% .00 = *015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF
TIIHU11p .000 ., 8.005
DESIGN ENGINEER: Degrees = t;j2• DRAWN BY: MWW DATE: 1/26/96 SCALE: NTS DWG.R
CHECKED BY: -- DATE: -- SHEET 3 OF 4 SIZE L
SCOTT HAMILTON,"P.E. Unless Stated Otherwise
FLORIDA LICENSE No. 63286 DSAENSIONS ARE IN INCHES.DWG. NO.: 101922 VER: IBC
4 I 3 + 2 I 1
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December 11, 2013 (revised 6/14/17)
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. 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 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).
TABLEj:_Drawings for doors with Manufacturing Product Code (MPC) PAN-2F153:
101922-A-Rev15, max. door size 16'0" x 16'0"; +32/-32 PSF (design load)
104710-A-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load)
TABLE 2: Drawings for doors with Manufacturin. Produ ••- • ► 443:
104791-RevOS, max. door size 16'2" x 16'0"; +46/-52 PSF (design oad)
104121-Rev04, max. door size 9'0" x 16'0"; +50/-58 PSF (design load)
105109-A-Rev01, max. door size 18'0" x 16'0"; +25/-25 PSF (design load)
TABLE 3: Drawings for doors with Manufacturing Product Code (MPC) pAN-2F156:
101922-A-Rev15, max. door size 16'0" x 16'0"; +32/-32 PSF (design load)
104710-A-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load)
TABLE 4: Drawings for doors with Manufact_urina Product Code (MPC) PANSP-2F153:
104818-A-Rev01, max. door size 16'2" x 16'0"; +32/-37 PSF (design load)
TABLE 5: Drawings for doors with Manufacturing Product Code (MPC)PANSF156:.
104818-A-RevOl, max. door size 16'2" x 16'0"; +32/-37 PSF (design load)
TABLE 6: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1A171:
104814-A-Rev00, max. door size 9'0" x 16'0"; +36/-44 PSF (design load)
TABLE 7: Drawings for doors wit u-1 .cturin• Product Code MPC PAN-2F446:
105109-A-Rev00, max. door size 18 0 x 16'0"; +25/-25 PSF (design load)
PAGE 1 OF 6 FILE:CBPC_131211-A.6
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5—W8
TABLE 8: Drawl gs for doors with Manufacturing Pjodu_ct Code (MPC) SPO-2F499:
104791-Rev05, max. door size 16'2" x 16'0"; +46/-52 PSF (design load)
104121-Rev04, max. door size 9'0" x 16'0"; +50/-58 PSF (design load)
For the doors in Tables 9 through 17, 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 sectional
garage door designs listed below in Tables 8 through 13 are in compliance with these
test requirements of the Florida Building Code.
TABLE 9: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F153:
101922-B-Rev15, max. door size 16'0" x 16'0"; +32/-32 PSF (design load)
104710-B-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load)
:LE 10: Drawings for doors with iufacturin• Product Code MPC PAN- 43.
105101-Rev00, max. door size 20'0" x 16'0"; +30/-32 PSF (design load)
TABLE 11: Drawings for doors with Manufacturing Product Code (M'C) PAN-2F156:
101922-B-Rev15, max. door size 16'0" x 16'0"; +32/-32 PSF (design load)
104710-B-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load)
TABLE 12: Drawings for with Manufacturing Product e MPC) PANSP-2F153:
104818-B-Rev01, max. door size 16'2" x 16'0"; +32/-37 PSF (design load)
TABLE 13: Drawings for doors with Manufacturing product Code (MPC) PANSP-2F156;
104818-B-Rev01, max. door size 16'2" x 16'0 '; +32/-37 PSF (design load)
TABLE 14: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1A17 t:
104814-B-Rev00, max. door size 9'0 ' x 16'0"; +36/-44 PSF (design load)
TABLE 15: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F443:
105109-B-Rev01, max. door size 18'0" x 16'0"; +25/-25 PSF (design load)
TABLE 16: Drawing o Boors with Manufacturing • g•,ct Code MPC PAN-2F446:
105109-B-Rev01, max. door size 18'0" x 16'0"; +25/-25 PSF (design load)
TABLE 17: Drawings for doors with M n .facturina Product Code MPC W-1B:•••
105116-Rev01, max. door size 18'0" x 8'0"; +32/-36 PSF (design load)
Test Reports:
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), 0312.01-13 (5/1/13),
0102.01-13 (2/20/13). These reports document compliance with the TAS testing
standards and are signed and sealed by David Johnson, FL PE 61915.
The following test reports are based on testing conducted by CBPC-ATC at their Mason
testing facility (accredited by L-A-B for ASTM E330 and ANSI/DASMA 108 testing):
CBPC-ATC 13-009 (6/25/13), 13-010 (6/25/13), 13-013 (4/29/13), 16-004 (4/4/16),
16-007 (5/16/16) .
PAGE 2 OF 6 FILE:CBPC_131211-A.6
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5-W8
Product Description for doors with MPC PAN-2F13,21
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, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV, Not all models may be shown on a
given drawing.
D
Pr
cductescription 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 Description for doorQw' M•C PAN-2F443:
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 Description for dp r with MPC PAN-2F156:
These doors consist of 2"thick steel pan sections with min. 25 ga. (0.019")
skins. The steel skin is at least G40 DDS per ASTM A653. Sections may have 1-5/16"
insulation captured in the cavity of the pan section, The maximum section height is
21". 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 Desc .ption 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 131211-A.6
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS-W8
Product Description for doors with MPC PAN_SP-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-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: 76SP, 76VSP. Not all models may be shown on a given
drawing,
Product Description for doors with MPC DSIE-1A171:
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.
Product Description for doors with MPC DSIU-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, AR2LU, ED2SU, ED2LU, 9202, HDPC20, 7202, 8202,
MFC68CU, 9205, HDPR20, MFR68U, 7205, 8205. 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 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, ED2LP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205,
SFR68. Not all models may be shown on a given drawing.
Pr... ct Descri•tion for doors with MP •• 449:
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.6
F '
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS—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, ED4L, E4LV, ED4LV, MR4L, SL4, AR4L, '
MR4LV, SL4V, AR4LV. Not all models may be shown on a given drawing.
ImR
pact_ esistant Glazing Moided)
The optional impact resistant glazing is an Injection-molded polycarbonate front
frame and glazing (GE LEXAN SLX2432T) that is an approved Cl plastic in accordance
with testing required by the Code. Approval based on review of the following tests:
HETI-06-A002 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 Cl plastic in accordance with testing
required by the Code. 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.
PAGE 5 OF 6 FILE: CBPC_131211•A.6
•
J I
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS-W8
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.
::::e;
1IIIli• P E.
Florida P. E. No. 63286 * •
Date: G (e s- (13. 10 0: STATE OF
e S
• I
PAGE 6 OF 6 FILE:CBPC_131211-A.6