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Product Approval
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• IBM,
FL# FL16107-R10
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
i
! 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
-s Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Scott Hamilton
I Evaluation Report
Floridu License PE-63286
Quality Assurance Entity Intertek Testing Services NA,Inc. -QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Gary Pfuehler
; Validation Checklist-Hardcopy Received
Certificate of Independence FL16107 R10 COI Certification of Independence of Validation Entity-
Gary Pfuehler.pdf
FL16107 R10 COI Statement on Independence of Evaluation Entity-
ScottHamilton 120424.pdf
i
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
hfps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5n8XnBD2°/a2fVo8JculDX01V%2fA%3d°/a3d 1/5
3/22/2019 Florida Building Code Online
s Certified By
Florida Licensed Professional Engineer or Architect
FL16107 R10 Equiv 20170809-FBC-DASMA 108 equiv, df
FL16107 R10 Equiv 20170809-FBC-DASMA 115 equiy,pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/10/2017
Date Validated 08/14/2017
Date Pending FBC Approval 08/16/2017
Date Approved 10/10/2017
Summary of Products
Go to Page I 0 0 Page 2/3 0 0
FL# Model,Number or Name Description
16107.21 21 W8-16 DSIE-1F471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga. min.) Double-Car(97'to 16'2"wide)WINDCODE@
AR2LP,ED2SP,ED2LP,4302, HDGC, W8 Garage Door with Optional Impact-Resistant Lites
6202,MFC68,4305,HDGR,6205,
SFR68, MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104786-Rev04-signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46 PSF/-52 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 130214-A.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.22 22 W6-09 DSIE-1F171: 4400,4401, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
4301,4300,4301,4310, HDG, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6
HDGL, HDGF,66,66G,67,67G,68, Garage Door with Optional Impact-Resistant Lites
SP200,SF200,SE200,6200,6201,
6203
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 101526-A-Rev20 signed.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.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.23 23 W6-09 DSIE-1F171:4400,4401, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
4300,4301,4310, HDG,HDGL, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6
HDGF,66,66G,67,67G,68,SP200, Garage Door
SF200,SE200,6200,6201,6203
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 II 101526-B-Rev20 signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130214-A.pdf
requirements of the buildin code-but-DO-NOT--meet the-impact--Created-by_Independent Third Party: No
resistant req�ement-orf�borne debris regions.
>6107.24 24 W6-09 PAN-2F153: 84A,94,73, Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide)
/ 75, 1500, 190,4RST,4RSF,4F, WINDCODE@ W6 Garage Door with Optional Impact-Resistant
6RST,6RSF,48,42, 55,48B,42B, Lites
55S,GD5S,GD5SV,GR5S,GR5SV,
--�� AR55,ARSSV, EDSS, EDSSV
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 RSO 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.pdf
Created by Independent Third Party: No
https://www.floridibuilding.org/pr/pr app_dtl.aspx?param=WGE-VXQwtDgvyf4rgA2,h109aYpgetu2%2f5n8XnBD2%2fVo 16�C01V%2fA%3d%3d 2/5
4 3 2 1
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
MODELS 24 GA 2s GA 25 GA MODELS 25 GA 25 GA 1 01- 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84A,94 73. 75 76 CLI3PAY GD5S,GRSS -- _
IDEAL 4RST,4Fr 6RS7 2RST 'GALLERY' 77 2/11/13 - SH I REVISED FOR NEW LOADS.
HOL MES 48. 4BB 42..2111 HOLMES AR5S
SHORT PANEL I LONG PANEL IDC'ARTISTRY' --
D + -MODEL 4F IS FLUSH 'CARRIAGEAGE HOUSE' COSS D
SHORT PANEL LONG PANEL SHORT PANEL/FLUSH MODELS: (1) INTERMEDIATE STILE BETWEEN EACH
I EMBOSS [(3) STILES PER SECTION AT 9'0" WIDE]. EACH INTERM. STILE
OPTIONAL GLAZING MAY BE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE ADHESIVE
STANDARD OR IMPACT RESISTANT (ALONG CENTER),
GLAZING. SEE SECTION 8-8 ON LONG PANEL MODELS: (3) TOTAL STILES PER SECTION. (1) STANDARD
SHEET 2 FOR DETAILS. INTERMEDIATE STILE BETWEEN EACH EMBOSS. EACH STANDARD INTERM.
MAX.STANDARD SIZE IS STILE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE
19-1/2-x16 IMPACT RESISTANT ADHESIVE (ALONG CENTER). EXTRA INTERIA. STILES (1) PER LONG PANEL
DOOR HEIGHT H OF N OF U-BARS GLAZING IS 21-5/8"x14-1/8". PER SECTION, FIELD-INSTALLED WITH (4) #8 SIAS (PER STILE).
SECTIONS MAX DLO SIZE IS 18-1/2"x11
UP TO 7.0' 4 6 A END STILES ATTACHED TO DOOR
7'3' TO 8'9' 5 8 SKIN WITH PATENTED TOG-L-LOC
9'0' TO 10'6' 6 9
]0'9' TO 12'3' 7 11 SYSTEM (TOP, BOTTOM, Sc CENTER).
12'6' TO 14-'0' 8 12 0 A 6 SEE END HINGE
G' 14'3' TO 15'9' 9 14 01LEI VIEW B.
�A
16'0" 10 15 m C
O
1JAX SECTION HEIGHT- 21' a
o z s SEE INTERMED. HINGE
ua o VIEW C. SLIDE BOLT LOCK
c] ENGAGES INTO
II rn STILE. VERTICAL TRACK.
ONE LOCK ON
IL m EACH SIDE OF
AF THIS DOOR MEETS OR EXCEEDS THE:DESIGN LOADS FOR THE w� DOOR.
ULTIMATE UIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA =r
BUILDING CODE OR THE INTERIJATIONAL BUILDING CODE(BASED ON 1EA LA :A
a U TWO POINT LOCKING INSIDE SLIDE BOLT
ASCE7-10)FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED Ow SNAP LATCH ENGAGES LOCK OPTION.
BUILDING,2) DOOR HAS 2'OF VAOTH IN BUILDING'S END ZONE,3) �_ _ 114TO TRACK END
ANY ROOF SLOPE.AND 4)TESTING IN ACCORDANCE WITH Xj. ONTO VERTICAL TRACK.
ANSI/DASIA 108.SITE-SPECIFIC CALCULATIONS BY A QUALIFIED ONE SNAP LATCH ON STILE.
DESIGN PROFESSIONAL k15 DIFFER. --- -- EACH SIDE OF DOOR.
BUPEED(E WIND 155 160 170 iB0 145 B
SPEED(MPH) _
OUTSIDE
EXPOSURE B,C, D B,C,D S.C B,C 8 c A OUTSIDE HANDLE. LOCK BAR
CATEGORY OPTIONAL OUTSIDE KEYED LOCATION OF END ENGAGES IN
LOCK POSITION OPTIONAL VENT I KEYED STILE. TRACKS I
14EAN ROOF HEIGHT 25' IS' 25' 15, 30' MAX. DOOR WIDTH = g'-O" —{I HANDLE. EACH SIDE
INSIDE ELEVATION INSIDE HANDLE OF DOOR.
'CLASSIC' SHORT RAISED-PANEL SHOWN. LONG 'CLASSIC' OUT ID K Y D OCK WITH OUTSIDE KEYED LOCK WITH
AND'SHORT 'CARRIAGE HOUSE' ARE ALSO APPROVED. SNAP LATCH LOCK OPTION. LOCK BAP. LOCKING.
boil
.�� .... T 1i�
.�.`1gG �G E g�:�2��
NO 63 6 ' #14x5/8" SHEET
��
MANUFACTURING PRODUCT CODE
*�• G•• �• METAL SCREWS SHORT PANEL: PAN-21`153
" LONG PANEL: PAN-2F156
DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F.�g'-d• � f� �� 0 TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. A
A � PART NO.: N/A 1/4"x3/4" SELF Unless St ted Otherwise Clopay 8585 Duke Boulevard VINDLOAD RATING
��,�•.,b 4,•;•� O ® Umm OH 45040 USA
�/ D P 3 8
��i�d•C O R Tp ���` o TAPPING SCREWS u TOLERANCES.ere TeL No.513-710-4800
I, S ••• Cl �� .O d:.031 Bu1Gn1 Pto7ucM Lanpny I.No.513-770-<B53
.Do= t.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF
14 GA, END HINGES_ 18 GA INTERMEDIATE HINGE .000 -.COS
DESIGN ENGINEER, v w ' - -' .➢00D 1,001 DRAWN BY:JAW _ ___ _DATE: 3/15/95 SCALE: PITS D59G.R
--�` a, -EW C Degree. tt/2' CHECKED BY: -- DATE: -- SHEET 1 OF 4 SIZE .1J
SCOTf HAMILTON, P.E. Unless Sorted Otherwise
FLORIDA LICENSE No. 63286 DI�Ia 0N5 ARE IN INCHES.DWG. NO.: 101348 - A/B VER: IBC
4 3 2 FL0RH0Q PR000�T APPROVAL 16107
4 3 1412 1
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEETt REVISIONS
MODELS 24 GA 25 GA 25 GA MODELS 25 GA 25 GA 2 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD:I DESCRIPTION
CLOPAY 94A,94 73, 75 1 76 CLOPAY
[DEAL 4RST, 4Ftr 6RST 2RST 'GALLERY' GD55,GRSS -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE.
HOLMZS 48,48B 42,42B -- HOLMES PR55 --
SHORT PANEL LONG PANEL 'ARTISTRY'
IDEAL EDSS
D • -MODEL 4F IS FLUSH 'CARRIAGE HOUSE' D
SHORT PAHEL LONG PANEL
IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION:
SOLID DOORS(NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT CLAZI14G ARE OPTIONAL DSB OR 1/8"ACYRLIC 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 AND AN APPROVED C1 PLASTIC IN ACCORDANCE WITH FBC 2612. THE E14TIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REOUIREMENT FOR WIMDBORNE DEBRIS
CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC).
SECTION B-B (IMPACT-RESISTANT GLAZING OPTION I SECTION B-B (NON-IMPACT RESISTANT GLAZING OPTIONI
C DETAIL'0' C
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
TAt 'D' IMPACT-RESISTANT FRAME.
125
OPTIONAL DECORATIVE 225 MULTIPURPOSE HIGH BOND TAPE
SNAP-IN INSERT. (BETWEEN FRAME AND FACADE).
DECORATIVE FRONT FACADE.
f
LITE RETAINER. GLAZING
MOLDED INSIDE J
ates�
STRUCTURAL SILICONE SEALANT r�8x3/4" PAN HEAD ACRE\Y
(BETWEEN STEEL SKIN AND FRAME).
(10 SCREWS PER LITE).
IMPACT RESISTANT
ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH
B MOLDED GE LEXAN (10) #8 x 3/4"PAN HEAD NACHINE SCREWS. p
SLX2432T FRONT u
FRAME Ar GLAZING.
IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 101348-A DRAWING 101348-B
�ti�5t' I HAM/`,.,
No 63 �_ MANUFACTURING PRODUCT CODE
SHORT PANEL: PAN-2F153
r*�• �•i* LONG PANEL: PAN-2F156
DESIGN LOADS: +38.0 P.S.F, & -44.0 P.S.F.
3 >;l TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. PART b)0.: N/A p
A �O: STA E F .�u/� Unless Stored Other«ise 8SB5 Duke Boulevord VINDLOAD RATING
O Fi - TOLERANCES ore ® Qp'�y Tel.1.0B-770 L03 ` /6 D P 3 8
Tel.Mason .4 45040 LISA 1N
r- T
NA`1E�YY5, .00 f.015 DESCRIPTION: CLASSIC ANDICHRPSTEEL PAN SC +38/-44 PSF
.000= t.005 DRAWN BY: MW DATE: 3/15/-5 SCALE: NIS
---- --- - - ------ _ .0000 s.001 DWG.D
DESIGN ENGINEER: -- `" - _ J )
Degrees = t t/? CHECKED BY: -- DATE: -- SHEET 2 OF rt SIZE'
FLORIDA
HA KENO I, P.E. Dnkse Sloted 0tnerse
FLORIDA LICENSE No. 63286 OIME:lSIONS ARC IN INCNLS.DWG. NO.: i01348 — A/B VER: ADC
4 3 2 FL0H00Q p OO DMC T �1MMENOWAL 16107
Ix .�
4 3 2 1
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
MODELS f 24 OA 25 GA 25 GA MODELS 25 GA 25 GA 3 OF 4 REV. NO. ZONE: GATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84A,94 73, 75 76 CLOPAY
IDEAL 4RST, 4Fx 6RST 2RST 'GALLERY' GDSS,GRSS -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE.
HOLMES 4B, 43H 142. 42B -- HOLMES ARSS --
SHORT PANEL LONG PANEL 'ARTISTRY'
IDEAL ED55 __ 3" TALL U-BAR
D r -MODEL 4F IS FLUSH 'CARRIAGE HOUSE' —{ F—2"THICK 20 GA. GALV. STEEL
SHORT PANEL LONG PANEL I I MIN- YEILD STRENGTH: 50 KSI p
3"
' VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): T
3/.I!SA LAG SCREWS ON 24" CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG SCREWS MAY 1
BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE.
HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
12 GA GALV. STEEL TOP
VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2,000 PSI MIN CONCRETE COLUMN), ROLLER BRACKET. EACH
3/8"x3" SLEEVE ANCHOR BOLTS ON 22" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS IL BRACKET ATTACHED W/(4)
INCLUDED WITH SLEEVE ANCHORS. v #r14x5/8" SHEET METAL
OR F SCREWS.
1/4"x3" TAPCON SCREWS ON 19" CENTERS (2,000 PSI MIN. CONCRETE) OR 10" CENTERS 25 GA. M1111. G-40 GALV. SHIP LAP JOINTS.
(C-90 BLOCK). 1" O.D. WASHERS REQUIRED wrrH TAPCONS. STEEL SKIN WITH A
ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING BAKED-ON PRIMER AND
SURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. A BAKED-ON POLYESTER
C TOP COAT APPLIED TO 14 GA. GALV. STEEL END HINGE C
OTHER JAMB CONFIGURATIONS: REFER TO DASIJA TDS-161. A LICENSED DESIGN BOTH SIDES OF STEEL FASTENED TO END STILES W/(4) EACH
PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB SKIN. #14x5/8" SHEET METAL SCREWS & (4)
CONFIGURATIONS. 1/4" SELF TAPPING SCREWS.
O
PREPARATION OF JAMBS BY OTHERS
NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE
RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND 3" TALL x 20 GA. GALV_ STEEL U-BARS
IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. IN A 2-1-2-1 PATTERN (I.E. TWO
U-BARS ON BOTTOM SECTION, ONE
U-BAR ON NEXT SECTION, ETC.). EACH
U-BAR ATTACHED WITH (2) 1/4"0/4"
SELF TAPPING SCREWS PER STILE
LOCATION.
B B
O
13 GA. GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH (2) ff14x5/8" SHEET METAL SCREWS
ALUMINUM EXTRUSION
sj�1 HAMS�r SECTION A-A (SIDE VIEWL WEATHERSTRIP,
*•:• /: MANUFACTURING PRODUCT CODE
SHORi
PANEL- P
LONG PANEL PAN-21`156
DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F.
TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. PART NO.: N/A Unless Stated Other"" ®�1 8555 Duke Boulevard WINDLOAD RATING A
��` TOLERANCES a.e ®C�Qp�y 7eL Mason,OH-5 US4 ti (� D P 3 8
No.513-770-48D0 1/�J
= t.031 Bu1Gy NuIxt,C4nµny (ax tto.513-770-18
O 5]
S��NA 11E��``, .0 = t.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF
.000= s. OI DRAWN BY: Mw DATE: 3/15/95 SCALE: NTS D.0000 3.O01 5'(G._
DESIGN ENGINEER: Degrees
= t1/2 CHECKED BY: -- DATE: -- SHEET 3 OF 4 SIZE
SCOTT HAMILTON, P.E. unless Staled u1Otncrwise
FLORIDA LICENSE No. 63286 OWENSIONS E O INCHES. DWG. NO.: 101348 - A/B VER: IBC
4 3 2 F LOR M p An lQG°�pROO dQL� 16107
4 3 2 1
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
MODELS 24 GA 25 GA 25 GA MODELS 25 GA 2s Ga 4 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLDPnr 84A, 94 73, 75 76 CLOPAr
IDE 'GALLERY' GDSS,GR5S -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE.
AL 4RST,4FIr 6RST 2RSi
HOLHES 48,488 42, 428 -- HOLMES AR5S --
SHORT PANEL ILORr PANEL 'ARTISTRY'
IDEAL EDSS
D • -MODEL 4F IS FLUSH 'CARRIAGE HOUSE' D
SHORT PANEL LONG PAHEI
xr.
2"TRACK CONFIGURATION DOOR COUNTERBALANCE SYSTEM ,IAMB CONFIGURATION.
HORIZONTAL TRACK
FJAMBYATH
STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR
3)5/16"X 1-5/8"LAG SCREWS HEIGHT '•L" INSTALLER(TO SUIT).
K YlNH(2) t/4"RNEiS. 6'-6" 7 -
NOTE:7RaCKCOHFIGURA710N 7•-O" 7 " 2x6 SYP WOOD JAMB. SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUIT).
7--6" "JAMB PREPARATION NOTE".ABOVE THE DOOR OPENING DOES G NTE 30"O.0 16 GA GALV, STEEL END STILE.
NOT AFFECT THE'HIND LOADRATING OF THIS DOOR. In -6 94"cLV. STE0.TRACK, W-01t "
TNICY.NESS: O.B03 9-6"i 6" 2-1/2"X IZ GA GALV. STEEL
II 10-0' 1 " TRACK BRACKETS FASTENED TO
5= 10'-6"118" WOOD JAMBS.WITH 5/6"X 1-5/8" �7/I6"I.D. ROUND
18 GA. GALV, STEEL CENTER HINGE
1•-0" 4" LAG SCREWS. PUSH NUT FASTENED TO INTER. STILES W/(4)EACH
i1T"-6"1 FASTENER. #14x5/8"SHEET METAL SCREWS.
C r36-±2' T'P. 2-1/2"% 72 GA GALV. 12'-O 1J "
zSTEEL TRACK BRACKETS, 1-)'-6-14 " 14 G&GALV.STEEL ROLLER HINGES FASTENED TO ENO STILES W/(4)EACH A14x5/8" C
ATTACHED TO JAMB VATH(1) 13•-O"I4 " SHEET METAL SCREWS A14D(2) 1/4"SELF TAPPING SCREWS PER ENO HINGE.
5/16"X1-5/8"LAG SCREW PER 1 2"GALV.STEEL TRACK FASTENED TTRACK BRACKET. 14'-0" 12 CA GALV STEEL TRACK BRACKETS
WITH EITHER (2) 1/4"DIA.RIVETS OR 2"DIA.7-1/2-LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
15'-D" (1) 1/4"X 5/8"BOLT&NUT PERSECTION C-15'-6"17 " TRACK BRACKET.
..0 16-0"1 4"
PREPARATION OF JAMBS BY OTHERS.
LHR BRACKET(2-1/2"x 5-3/4"x 12GA)
ATTACHED VAIN(2) 1/4"x 3/4"SELF TAPPING
3"TRACK IS A O AVAI B SCREVlS.
DOUBLE TRACT:
LOW HEADROOM OPTION
DOUBLE HORIZONTALOW
TRACK.
B B
\\fftt ffff��
HA...
.`�0G••\GEMS 02r�
*.: No 6 6// * MANUFACTURING PANEL:
PRODUCT AN-2F1 CODE
Svdc'lj I1.11�:__ SHORT PANEL: PAN-2F153
LONG PANEL: PAN-2F156
DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. PART NO.: N/A
O: y
TEST LOADS: +57.0 P.S.F. & -66.0 P,S.F. A
A O;• STA E F fVt unless Staled OLherr2se GlOpay 8585 Duke Boulemd WINDLOAD RATING
r%'n(�•r-.(O Ft`�C;•N_,�` TOLERANCES are Moron, 51-770-USA \ / D P 3 8
Tel I. N 45040 US& V�J
rr��'Sis/ONAL. .Sxo$ .0= t.0 s BOIZig rrxdas C-pny Far No.513-770-4853
ffff ItffY .000 = t.005 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF
DESIGN ENGINEER: - -- -- DRAWN BY: MW DATE: 3/15/95 SCALE: NTs
Degrees tl/2' CHECKED BY: -- DATE: -- SHEET 4 OF 4 ISIWZE
SCOTT HAI,IILTON, P.E. Lwess slated pinenlsc
F OR10A LICENSE No. 63236 DMENSIGNS ARE IN INCHES. DVIG. NO.: 101348 —A/B VER: IBC
3 2 FLOO RBOA p ODD MCAT APPROVAL 16107
February 14, 2013 (Revised 8/10/17)
Evaluation Report for Ciopay 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
j 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 I. through .5, Static Pressure Tests were conducted in
accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005, Missile
Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201-1994
and TAS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA
115-2005, The pressures listed on the drawings are either direct results of these tests
or results obtained through engineering rational analysis based on actual tests. I have
concluded that the door designs listed below in Tables 1 through 5 are in compliance
with these High Velocity Hurricane Zone test requirements of the Florida Building Code
and therefore are qualified as impact-resistant assemblies (large missile impact).
TABLE 1, Drawings for doors with Manufacturing Product Code (MPC) PAN�2.F 53:
101348-A-Rev17, max. door size 910"" x 1610"; +38/-44 PSF (design load)
TABLE 2: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F156:
101348-A-Rev17, max, door size 9'0"" x 16'0"; +38/-44 PSF (design load)
TABLE 3: Drawings for doors with Manufacturing Product Code (MPC _t) =-F171:
101526-A-Rev20, max. door size 910"" x 16'0"; +38/-44 PSF (design load)
TABLE 4: Drawings for doors with Manufacturing Product Code (MPC) DSIU-1F171:
104778-Rev03, max, door size 16'2" x 16'0"; +46/-52 PSF (design load)
TABLE 5: Drawings for doors with Manufacturing Product Code (MPQ_DS.IE=1F4�1:
104785-A-RevO3, max. door size 16'2" x 1610"; +38/-42 PSF (design load)
104786-Rev04, max. door size 16'2" x 16'0"; +46/-52 PSF (design load)
For the doors in Tables 6 through 9, Static Pressure Tests were conducted in
accordance with ASTM-E330-2002 and ANSI/DASMA 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,
TABLE 6 prawinns for doors with Manufacture irta Pao iuct Cody (MPC) PAN-2F153.,
101348-s-Rev17, max. door size 9'0"' x 16'0' ; +38/-44 PSF (design load)
PAGE 1 OF 3 FILE: CBPC_130214-A.3
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WF) WS
TABLE 7: Drawings for doors with Manufacturing Product Code (MPQ PAN-2F156:
101348-13-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF Cdesign load)
TABLE B: Drawings for doors with Manufacturing Product Code (MPC) DSIE4E17L
101526-13-Rev20, max. door size 910"" x 1610"; +38/-44 PSF (design load)
TABLE 9: Dar wings for doors with Manufacturing Product Code (MPC) DSIE-11`471:
104785-g-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
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.
Product Description for doors with MPC PAN-2F153:
These doors consist of 2" thick steel pan sections with min. 25 ga, (0,019")
skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height
is 21". These doors may have optional Impact-Resistant Glazing (Molded). Optional
Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. The
following models are at least structurally equivalent to the tested door: 84A, 94, 98,
73, 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 428, 55, 55S, GD5S,
GDSSV, GRSS, GR5SV, ARSS, AR5SV, EDSS, EDSSV, Not all models may be shown on a
given drawing,
Product Description for doors 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". These doors may have optional Impact-Resistant Glazing (Molded). Optional
Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing, The
following models are at least structurally equivalent to the tested door; 76, 76V, 2RST.
Not all models may be shown on a given drawing.
Product Description for doors with MPC DSIE-117171:
These doors consist of 2" double-skin Insulated sections with an EPS core
laminated to both skins. Both inner and outer skins are min. 27 ga. (0,016") G40 DDS
per ASTM A653. The maximum section height is 21". These doors may have optional
Impact-Resistant Glazing (Molded). Optional Impact-Resistant Glazing is a one-piece
injection-molded front frame and glazing, The following models are at least structurally
equivalent to the tested door: 4300, 4301, 4310, HDG, HDGL, HDGF, 66, 66G, 67,
67G, 68, 6200, 6201, 6203, SP200, S17200, SE200. Not all models may be shown on a
given drawing.
P_roduct__Description for doors with MPC DSIU-1F.171_:.
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, HDPP20, HDPL20, 7200,
PAGE 2 or 3 FILE: CBPC_130214-A.3
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SEL-rIONAL 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, ED2LP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205,
SFR68, Not all models may be shown on a given drawing,
JInRact Resistant Glazing (Molded)
The optional impact resistant glazing is an Injection-molded polycarbonate front
frame and glazing (GE LEXAN SLX2432T) that is an approved C1 plastic in accordance
with testing required by FBC-B 2612. Approval based on review of the following tests:
HETI-06-AO02 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM
D638 (after); ETC-06-1024717496.0 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-13 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
i
drawing(s) has reviewed the attachment details and installation requirements,
+liilllif//
Signature: % j HA/14/ ,
Scott Hamilton; P. E. No 6 28
Florida P. E. No. 63286
Date: 81 " 1 7 73•• STATE OF ` 4!
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