HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online
Page 1 of 6
arm eeme i Iqm I ass, aumma0n MO rooks so..,.. D. I eu¢a rant. FUis.or.. 1. sour i K. 0. Mev 1 wY: '. Sams'.
product Approval
Hall.: user
ame�r no�m.a .� P
"It >aponana, amn
FL #
FL16546-R6
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
02/19/2016 v. date. set to reapply per S^Hamilton's req.zb.02/24/16
Archived
❑
Product Manufacturer
Clopay Building Products Company
Address/Phone/Email
8585 Duke Blvd.
Mason, ON 45040
(513)))0-6062
mwesterfeld@Clopay.com
Authorized Signature
Scott Hamilton
shamilton®clopay.com
Tophnipal Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Exterior Doors
Subcategory
Sectional Exterior Door Assemblies
Compliance Method
Evaluation Report Prem a Florida Regstered Architect Or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcapy Received
Florida Engineer or Architect Name who developed
Scott Hampton
the Evaluation Report
Florida License
PE -63286
Quality Assurance Entity
Intertek Testing Services NA Inc. - ETL/Wamock Hersey
Quality Assurance Contract Expiration Date
12/31/2028
Validated By
Gary Pfuebler
❑ Validation Checklist- Hardcopy Received
Certifcate of Independence
FL16546 R6 CO Cer Tcaton of Indeoendence of Validnbm, Entity -
Go,, PN,hl,r 2016-02-19.odf
FL16546 R6 COI Statement on Independence of Evaluation Entlty-
SCOHHamuton 2016 02
Referenced Standard and year (Of Standard) Std Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
TA$ 201 1994
TAS 202 1994
TAS 203 1994
http://www.floridabuilding.org/prlpr_app_dtl.aspx?par=wGEVXQ\vtDgvgqu2w%2bnF... 6/21/2016
Florida Building Code Online
Equivalence of Pmdutt Standards
Certhied By
Sectors from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary6PVrod4tts _
Go to Page O m
Method 1 Option D
02/18/2016
02/25/2016
02/25/2016
04/12/2016
Page 2 of 6
�0r0 Page -1/30r0
FLir Model, Number or Name
Description
16546.1 01 WS-16-HY PANQ1`153: 73,
Steel Pan (min. 25 ga.) Double -Car (9'T to 16'0" wide)
1500, 75, 190, 84A, 94, 42, 42B,
WINDCODE® W5 Garage Door
48, 48B, 55, 4RST, 5RST, 4RSF,
6RSF, GD55, GDSSV, GR55,
GRSSV, ARSS, ARSSV, EDSS,
EDSSV
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL16546 8611 301922-A-Revl4. ndf
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 PER
Evaluation Reports
Other. Solid doors (no gluing) or doors with optional
FL16546 R6 At CBPC 131211-A off
Impact -resistant glazing are impact -resistant (large missile
Created by Independent Third Party: No
impact).
16546.2
02 WS-16-HY PAN -21`353: 73,
Steel Pan (min. 25 ga.) Double -Car (92" to 16'0° wide)
1500, 75, 190, BMA, 94, 42,425,
WINDCODE® W5 Garage Door
48, 48B, 55, 4RST, BEST, 4RSF,
6RSF, GOSS, GDSSV, GR55,
GRSSV, AR55, ARSSV, EDSS,
EDSSV
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL365468611101922-B-Revl4.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:+32 PSF/-32 PSF
Evaluation Reports
Other: The standard glazing available for this product
FL16546 R6 AE CBPC 131211-A.Pdf
meets the wind load requirements of the building mtle but
Created by Independent Third Parts No
DOES NOT meet the Impact resistant requirement for
windborne debris regions.
16546.3
03 WS_ 16 PAN -21`443: GUMS,
Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.)
GR4S, ED4S, AR4S
Double -Car (9'2' to 16'2" wide) WINDCODE® WS Garage
Door with Optional Impact -Resistant Lites
Limfis of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16546 R6 11 104791 Rev04. Pit
Approved for use outside HVHZ: Yes
Vented By: Scott Hamilton rL PE 63286
Impact Resistant: Yes
Created by Independent Third Parry: No
Design Pressure: +46 PSF/-52 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no
FL16546 R6 AE CBPC 131211-A udf
glazing) or doors with optional impact -resistant glazing are
Created by Independent Third Parry: No
impact -resistant (large missile impact).
16546.4
04 W6-16 PAN -21"353: 73, 1500,
Steel Pan (min. 25 ga.) Double -Car (9'2' to 162" wide)
75, 190, 84A, 94, 42, 42B, 48,
WINDCODE49 W6 Garage Door with Optional Impact -
48B, 55,4115T, BEST, 4RSF, 6RSF,
�ARSS,ARSSV,ED5S,ED5SV
Resistant Utes
GD55, GDSSV, GR55, GRSSV,
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16546 R6 11104710-A-Rev03 ,off
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63266
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +36 PSF/-42 PSF
Evaluation Reports
Others Max. Wind Speed (V_uit): 170 MPH. Solid doom (no
FL16546 R6 At CBPC 131211-A odf
standard glazing) are Impact -resistant (large missile
Created by Independent Third Parry: No
impact).
http://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnF... 6/21/2016
Florida Building Code Online
Page 3 of 6
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2wn/d2bnF... 6/21/2016
16546.5
OS W6-16 PAN -2F353: 2$ 1500,
Steel Pan (min. 25 ga.) Double -Car (9'2' to 16'2" wide)
>5, 190, 84A, 94, 42, 48, 55,
WINDCODEO W6 Garage Door
4RST, 6RST, 4RSF, 6RSF, GOSS,
G05SV, GRSS, GR55V, AR55,
AR5SV,ED5S,ED55V
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL16546 R6 11 104210-B-Rev03 odf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistumb No
Created by Independent Third Party: No
Design Pressure: +36 PSF/42 PSE
Evaluation Reports
Other: The standard glazing available for this product
1116546 R6 AE CBPC 131211-Aodf
meets the wind load requirements of the building code but
Created by Independent Third Party: No
DOES NOT meet the Impact resistant requirement for
windborne debris regions.
16546.6
Steel Pan (min. 25 ga.) Double -Car (9'2'W 16'2' wide)
06 W6-16 PAN-2Fi56: 26, 2RST
WINOCODE® W6 Garage Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16546 R6 11 104210-A-REyU 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:+36 PSF/-42 PSF
Evaluation Reports
Othen Max. Wind Speed (V up): 120 MPH. Solid doors (no
FL16546 R6 AE CBPC 131211-Andf
standard glazing) are impact -redstart (large missile
Created by Independent Third Party: No
impact).
16546.2
02 W6-16 PAN -2F156: 26, 2115T
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide)
WINDCODEP W6 Garage Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16546 R6 11 104210-B-Rev03. Puff
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/-42 PSF
Evaluation Reports
Other: The standard glazing available for this product
FL16546 R6 AE CBPC 131211-A.odf
meets the wind load requirements of the building code but
Created by Independent Third Party: No
DOES NOT meet the Impact resistant requirement for
windborne debris regions.
16546.8
Steel Pan (min. 25 ga.) Double -Ur (92" m 16'0" wide)
08 WS -16 PANSP-2FI53/6: 23SP,
15SP, GDSSSP, GD5SSPV, 26SP,
WINDCODEO WS Garage Door
26VSP
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16545 96 It 104818-6-8e101-21gned.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: +32 PSF/-32 PSF
Evaluation Reports
Other. Solid doors (no glazing) or doors with Optional
FL16546 R6 AE CBPC 131211-Aun f
Impect-feaistant glazing are Impact -resistant (large missile
Created by Independent Third Party: No
Impact).
16546.9 09 W5-16 PANSP-2F153/6: 23SP,
Steel Pan (min. 25 ga.) Double -Car 0'2' to 16'0" wide)
ISSP, GDSSSP, GD5SSPV, 265P,
WINDCODEO WE Garage Door
26VSP
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16546 86 11 104018-e-BevOl-smued 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: +32 PSF/-32 PSF
Evaluation Reports
Other: The standard glazing available for this product
1`116546 R6 AF CBPC 131211-A.odf
meets the wind load requirements of the building code but
Created by Independent Turd Party: No
DOES NOT meet the Impact resistant requirement for
windborne debris regions.
16546.10
10 W6-09 DSIE-1A121: 2050,
Double -skin Insulated EPS (exterior skin 27 ga. min.;
2051, 2053, 4050, 4051, 4053, 62,
interior skin 29 ga. min.) Single -Car (up to 9'0' wide)
64, 65, 62G, 62LG, 64G, SDP38,
WINDCOOES W6 Garage Door
SFL3B, SRP38, 134, 135, 136,
6130,6131 , 6133
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16546 RS It ]04814-A-Rev00.0if
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: Yes
Created by Independent Third Parry: No
Design Pressure: +36 PSF/-44 PSF
Evaluation Reports
Other: Max. Wind Speed (V_uln: 120 MPH. Solid doors (no
FL16546 R6 AS CBPC 131211-A.odf
glazing) are impact -resistant (large missile Impact).
Created by Independent Third Parry: No
16546.11
11 W6-09 DSIE-1A121: 2050,
Double -skin Insulated EPS (exterior skin22 ga. min.;
2051, 2053, 4050, 4051, 4053, 62,
interior skin 29 ga. min.) Single -Car (up to 9'0" wide)
64, 65,62 62LG, 64G, SDP38,
WINDCODE® W6 Garage Door
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2wn/d2bnF... 6/21/2016
Florida Building Code Online
134, 135, 136,
Limits of Use Installation Instructions
An P= it for use in HVHZ: No FL16546 R6 II 104814 -B -m v00 ml
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: The standard glazing available for this product FL16546 R6 AE CBPC 131211-A.onf
meets the wind load requirements of the building Code but Created by Independent Third Pally: No
DOES NOT meet the impact resistant requirement for
windborne debris regions.
12 W6-09 DSIU-IF471:
of Use
ved for use in HVHZ: Yes
ved far use outside HVHZ: Yes
Y Resistant: Yes
n Pressure: +38 PSF/-44 PSF
: Max. Wind Speed (V_ult): 170 MPH.
or doors with Optional impact-resiati
Double -skin Insulated Intalicore
installation Instructions
FLt6546 R6 If 104432-A-Raif
Vended By: Scott Hamilton FL PE 61
Created by Independent Third Party: No
Evaluation Reports
doom (no FL16546 R6 AE CBPC 141210. B, odf
Iain are Created by Independent Third Party: No
13 W6-09 DSIU-11`471: GD2SU,
GR25U, G[i GR2LU, AR25U,
AR2LU, ED2SU, E02LU, 9202,
HDPC20, 7202, 8202, MFC68U,
9205, HDPR20, 7205, 8205,
MFR68U
Page 4 of 6
27 ga. min.;
Double -skin Insulated Intel6core (exterior skin 27 ga. min.;
Interior skin 27 ga, min.) Single -Car (up to 91 wide)
WINDCODEO W6 Garage Door
Limits of Use Installation Instructions
Approvetl for use in HVHZ: No 'Lit"
R6 II 104432-B-RevOiL
Approved for use outside HVHZ: Yes Verified By: Scott Hamden FL PE 63286
Impact Resistant: No Greeted by Independent Third Parry: No
Design Pressure: +38 PSF/-44 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load .16546 R6 AE CBPC 141219-B udf
requirements of the building code but DO NOT meet the Created by Independent TM1IM Party: No
Impact resistant requirement for windborne debris regions.
16546.14 14 W6-16 DSIU-11471: GD2SU, DoubleskinInsulated Indelicate (exterior skin 27 ga. min.;
GR2SU, GD2LU, GR2LU, AR2SU, Interior skin 27 ga. min.) Double -Car g2'to 16'2' wide)
AR2LU, ED25U, ED21JU, 9202, WINDCODE® W6 Garage Door
HDPC20, 7202, 8202, MFC68U,
9205, HDPR20, 7205, 8205,
MFR68U
FU . Installation Instructions
ad for use in HVHZ: Yes 116546 R6 11 104820 A-Rev03 odf
W for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286
Resistant: Yes Created by Independent Third Party: No
Pressure: +38 PSF/-42 PSF Evaluation Reports
Hak. Wind Speed (V_u1n. 170 MPH. Solid doors (no FL16546 lib AE CBPC 141219-8 odf
or doom with optional impact -resistant glazing are Created by Independent Third Party: No
15 W6-16 DSIV-IF471: GD25U, Double -skin Insulated Intelllcom (exterior skin 27 ga. min.;
GR25U, GD2LU, GR2LU, AR2SU, interior skin 27 ga. min.) Double -Car {9'2' to 16'2" wide)
ARKU, ED2SU, ED2LU, 9202, WINDCODE® W6 Garage Door
HDPC20, 7202, 8202, MFC68U,
9205, HDPR20, 7205, 8205,
MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R6 11 104820-8-Rev03 odf
Approved for use outside HVHZ: Yes VeriOed By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluating Reports
Other: Doors with standard glazing meet the wind load FL16546 R6 AE CBPC 1412198 Ddf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
Impact resistant requirement for windborne debris regions.
16546.16 16 W6-18 DSIE-11`471: GD25P, Double -skin Insulated EPS (exterior skin 27 ga. ming
GR2SP, GD2LP, GR21P, AR2SP, Interior skin 27 ga. min.) Double -Car (161 to 1B'2' wide)
AR21P, ED25P, EDZIP, 4302, WINDCODE® W6 Garage Door with Optional Impact-
HDGC, 6202, MFC68, 4305, HDGR, Resistant Utes
use in HVHZ: Yes
516546 R6 11 104010-A-Rev04-s onetl odf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE V XQwtDgvgqu2w%2bnF... 6/21/2016
Florida Building Code Online
Page 5 of 6
outside HVHZ: YesI Verified By: Scott Hamilton FL PE 63286
Yes Created by Independent Third Party: No
Solid doom (no
mt glazing are
16546.17
16 W6-18 DSIE-11`471: GD2SP,
Double -skin Insulated EPS (exterior skin 27 ga, min.;
Verified By: Scott Hamilton FL
GR2SP, GD2LP, GR2LP, AR25P,
Interior skin 27 ga. min.) Double -Car (161 to 18'2" witle)
No
AR21_P, ED25P, ED2LP, 4302,
WINDCODEdg W6 Garage Door
Design Pressure:
HDGC, 6202, Mldl 4305, HOGS,
Evaluation Reports
6205, SFR68, MFR68
standard glazing meet [M1e wintl loatl
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16546 Re II 104010-6-Rev04-s nned.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/-42 PSF
Evaluation Reports
Other: Doors with standard glazing meet the wind load
FL16546 R6 AE CBPC 141219-B.odf
requirements of the building code but DO NOT meet the
Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16546.18TGR�
8 DSIU-1F471: GD25U,
Double -skin Insulated Intellicare (exterior skin 27 ga. min.;
GD2LU, GRILL, Al
Interior skin 27 ga. min.) Double -Car (161 to 18'2" wide)
ED2SU, ED2LU, 9202,
WINDCODEG) W6 Garage Door wlN Optional lmpal
, 7202, 8202, MFC68U,
Resistant Utes
nd ,7205,8205,
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL16546 BIG 11104R21-A-Rev03.odf
Approved for use outside HVHZ: Yes
Venfied By: Scott Hamilton FL PE 63286
Impact Resistant: Yes
Created by Independent Third Party: No
Design Proof sure1 +38 111 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no
R 1654 R6 AE BPC 141219-B.ndf
glazing) or doors with optional Impact -resistant glazing are
Created by Independent Third Party: No
19 W6-18 DSIU-1 F471:
Double -skin Insulated Intelllcore (exterior skin 27 ga. min.;
Interior skin 27 ga. min.) Double -Car III to 18'2' wide)
WINDCODE® W6 Garage Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Installation Instructions
F- 6546 86 H 104821-B-Rev01mif
Verified By: Scott Hamilton FL
PE 63286
Impact Resistant:
No
Created by Independent Third
Party: No
Design Pressure:
+38 Pl 42 PSF
Evaluation Reports
Other: Doors with
standard glazing meet [M1e wintl loatl
FL16540 R6 AE CBPC 141219-Undf
Created by Independent Third
Party: No
requirements of the building coal e but DO NOT meet the
20 WS -09 DSIU-IF471: GD2SU, Double -skin Insulated Intelllcore (exterior skin 27 ga. mini
GR25U, GD2LU, GR2LU, AR25U, Interior skin 27 ga. min.) glacial (up to Way wide)
AR2LU, ED25U, ED2LD, 9202, WINDCODE® W8 Garage Door with Optional Impact-
HDPC20,72W,82W,MFC68U, Resistant Utes
9205, HDPR20, 7205, 8205,
MFR68U
Approved for use In HVHZ: YesFL16546 RG 11 104435-Rel
HZ:
Approved for use outside HVYes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: Yes Created by Independent Third Party: No
Design Pressure: +54 PSq-60PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): a70 MPH. Solid doors (no FLI(I R6 AS CBPC 141219-6.ndf
glazing) or doom with optional impact -resistant glazing are Created by Independent Third Party: No
Go to Page I I W to Q Page
[beadfAllpit
uJazLgi:! 14 exam, mor-colurne
The smemvlo,laa l: an WEEo emylorrr. CmmoaM 200�O1tand or a..n c, statement I: arra:marystatement:: Refund statement
ml ode, amen morel are wnx reword:. nron do not an It You, amra added::released in,e:wnrd m a dal 2derennom, do not
send
W tmr er mane. mmn r channel nme oby chae dermaloryou bm
an. rt u rd a, oom,'may, a men eso.aazlz m'thado,o
shared 45 P$t), Honda scandal examre Water 1,2012, nanism frtertea under Charter ss,F.s. mind theme Ne nawnmentvan an eme n dearer:e
.met a mor mad ndwdlalgeazerpmrne theMlhwternme.1. an mue downedanin lunnce Huse walla ble ba the manci deermine If you
athat eyethe n
fame. ass, Fs., manse amt n . ort drennanme „mer
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnF... 6/21/2016
GARAGE DOOR DESIGN PRESSURES
TABLE 1609.3.1
WIND SPEED CONVEBSIONS4
r
1 100
110
120 130
1 140
1 150 V 160 1
170 1 190 190
200
V,
78
85
93 101
108
116 121
132 139 147
155
For SL I znUn,erbvua=0.44m/s.
a Llnevivterpvletl0v it pex®1¢d.
=uvmivale&4pwid aped eppticablemmethods ape Ii A, 60913, ons1dvough5 of Secdov 1609.1.1.
e. V,p=NNVNedeUgo wind speeds demmivd from Rgutu 16091, 1609B, m 36030.
TABLE 16091(1)
NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET
LOCATED IN EXPOSURE B (PSF) a•a 44a
ULTIMATE DESIGN WIND SPEED (VJ DETERMINED IN ACCORDANCE WITH SECTION 1609.8 (MPH -3 SECOND GUST)
WIOd)0h
EXPOSURE
100MPH
HUMPH
In MPH
Immm
140NPH
Im MPH
160MPH
Imam
1m MPH
Imam
2O0MPH
Roof A1NM 0-10 ftnme
8
8
8.7-9.9
103-119
123-14.2
14.7-16A
17.1-193
191-222
1 323-251
25.1-283
28.2-31.9
11.4-353
s44 -19A
10
10
SA -9.4
101 -IIA
12.1-13.6
14.2-161
163-183
189-Z11
215-212
243-Y13
T/3-30.6
301-34.1
361-311
14
14
8.0-89
9.7-10.8
113-128
135-151
15.7-17A
18.0-20.0
205-23.8
13.1-0.7
259-28.8
289-321
320-35.6
RP91 Angle >10 de2heca
9
7
9.6-109
11.4-129
139-153
ICI -182
183-209
213-24.1
24.3-273
I Va-312
30.6-30.6
34.2-38A
381-431
16
7
92-ID3
10.9-122
13.1-14.6
ISS -172
17J-19.7
WA -22
U.3-26.0
26A -29A
293-326
327-363
36.4-408
78MPH
15WH
93M711
1 101HPH
Ira MPH
06sIPH
1241011
13281P!!
139 MPH
147 MPH
ISSMPH
Fm SI: l trot=309.8 can, l rufepc Jana. Ib091®/8, l Pat= 47.88 N7ms.
Nosmndp za wind Spend(Vasd)cmwvtd Som Uldmve Dh PWind Spend pe Send -16093.1
1. For nff c ve v ss or wild spade between dme®veo above an, load an, be imepdnkQ oNvvise m the load modatd with tln Iowa eflYedve aln.
2. Table velum shall le olimo fer heigIn end exmnua by mvldplyhtg by thead)m0mot metrldentle Titan 1609.7(2) _ ag•\�
3. Plm mdmiros ai®hss(BVUY PteMthten advBtowNd eat away from the Mdldm8 sutfevm. a� � � 1 •a\-
4. Ncgdvcpessv.mua®edomhn42 tuxafwld3 ro bdldiv8's mdzow.
S. TeNe valves ivclvde the Q67mdheducdov fatter, �iOa � y- 1 eX\ � �\ •��
TABLE 1609.7(2) ADJUSTMENT FACTOR FOR BUILDING
HEIGHT AND EXPOSURE, a)
MEaN HOOF HDGHT (beO
e
EXPOSURE
D
15 -
1.00
111
IA7
20
1,00
1.29
c#5
25
1.00
1.35
f 1.61
30
1.00
1.10
1.66
35
.1.05
1.45
1.70
40
1.09
1.49
a 1.74
45
1.12
1.53.
1.78
50
1.16
1.56
1.81
55
1.19
1.59
1.84
60
122
1.62
1.87
R61 -2A.1 Garage door labeling. Garage doors shall be
labeled with a permanent label provided by the garage
door manufacturer. The label Shall identify the garage
door manufacturer, the garage door model/series number,
the positive and negative design pressure rating, indicate
impact rated if applicable, the installation instruction
drawing reference number, the Florida Product Approval
or Miami -Made Product Approval number if applicable,
and the applicable test standards. The required garage door
components for an approved garage door assembly may, be
indicated using a checklist form on the label. If a checklist
format is used on the label, the door installer or the garage
door manufacturer shall mark the selected components on
the checklist that are required to assemble an approved
garage door system The installation instructions shah be
provided and available an the job site.
- BUILDING, 6th EDTION (2014)
0
I
mm
'CLASSIC' RAISED PANEL EMBOSS BOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET -
MODELS 24 GA 25 GA 25 GA 24 GA MC)DELS ' 25 GA 1 OF 4 R
CLEIPAY 84A, 94 73, 75 76, 75L 98 CL❑PAY 'GALLERY' GD5S, GR5S
IDEAL 4RST 6RST 2RST 4F HOLMES `ARTISTRY' AR5S
HOILMES 48, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S
SHDRT LONG FLUSH SHORT PANEL
A "CLASSIC" SNORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC"
LONG PANEL ALSO APPROVED_ SEE TABLES BELOW FOR DETAILS.
IlO❑R HEIGHT
l# OF
SECTIONS
!Ell I
T ❑ 7'0'
I lip
7'3'
TO 8'9'
5
9'0'
TO 10'6•_
6
10'9'
T 12'3'
Lm- I m[
12'6'
L �
8
Iwo-SIM
�1
T 15'9'
I � ISI 1�1 I�1
15'0' TO 16'2' 3
I��1 MSI
10
��11�11�11-11�
SECTION
1—� �11�11�11�11■II�IIIII��
CATEGORY
���Il�ll�ll�ll�■���11�11�11�11■11�11,11���
T��
��JIII1-111���11���11�11�11�11■III—�
T^�1�
IIl�►��� ������
MEAN ROOF HEIGHT
25'
15'
25'
15'
IlO❑R HEIGHT
l# OF
SECTIONS
UP
T ❑ 7'0'
4
7'3'
TO 8'9'
5
9'0'
TO 10'6•_
6
10'9'
T 12'3'
7
12'6'
T 14'0'
8
14'3`
T 15'9'
9
15'0' TO 16'2' 3
16'0'
10
MAX
SECTION
HEIGHT: 21'
•1 1 HAlI(I�
I
0 6
�. STATE FLr:
ice'
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
O
REVISIONS
ZONE: DATE: I ECN NO. A.PPIfD: I DESCRIPTION
03 — 5/24/13 1 — SH I ADDED LONG PANEL OPTION.
OPTIONAL GLAZING MAY BE STANDARD OR
IMPACT RESISTANT GLAZING. ONLY SHORT
,— GLAZING IS APPROVED. SEE SECTION B—B ON
SHEET TWO FOR DETAILS. (GLAZING SHOWN IN
INTERMEDIATE SECTION.)
VIEW "B" (SEE SHEET THREE).
I
VIEW "C" (SEE SHEET THREE).
16 GA. END STILES ATTACHED TO
DOOR SKIN WITH PATENTED
TOG—L—LOC SYSTEM (TOP, BOTTOM $c
CENTER). ATTACHED TO TOP AND
BOTTOM RAIL WITH PATENTEE?
TOG—L—LOC SYSTEM.
TWO POINT LOCKING
INTO TRACK.
L._._.� A OPTIONAL OUTSIDE KEYED LOCK POSITION. (2) LHR TOP BRACKETS USED AS
INNER BOTTOM BRACKET.
MAX. DOOR WIDTH = 16'-2" (1) 3—IN ROLLER CARRIER (P/N
INSIDE ELEVATIONS 0120394) USED WITH 3"' TRACK_
LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE.
EXTRA STILES FOR LONG—PANEL MODELS.
ADOITIONAL 18 GA. COMMERCIAL INTERM. STILES REQUIRED AS NOTED ON
THE TABLES ABOVE.
THESE COMMERCIAL CENTER STILES ARE ATTACHED MIOP03NT BETWEEN THE
EXPSTING RESIDENTIAL CENTER STMES, COMMERCIAL CENTER STILES ARE
ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) OR (4) 3/16" POP RIVETS
OR (4) 88 SHEET PAS= -AL SCREWS.
'CARRIAGE HOUSE' RAISED
PANEL EMBUSS DOORS
SHORT PANEL
N OF INTERN_
ECIRR WIDTH STILES
PER SECTION)
42' TO 10'0' 3
1.0'2" TO ll'4' N/A
11'6' TO 14'6' 5
14'8' TO 16'2` 7
ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS
LOCATION. ATTACHED W/ TOG—L—LOC (TOP & STM) AND
URETHANE ADHESIVE (ALONG CENTER).
EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR
COMMERCIAL (LONG PANEL). SEE TABLES BELOW..
1� GLAZrNG; SHOWN IN TOP SECTION.
'CLASSIC' RAISED PANEL EMBOSS DOORS
BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON
SHORT PANEL
LONG PANEL
win
DOOR WIDTH
OF INTERM.
STILES
[PER SECTION)
*1 OF STD
DOOR WIDTH INTERM. STILE
(PER SECTIDN)
R OF CONK
INTERM. STILES
(PER SECTION)
912' TO 91I0'
3
9'2' TO 11'2' l
2
l0V TO WtV
4
1I'4' TO 1.412 2
3
12'0' TO L3'10'
5
15'0' TO 16'2' 3
h
14'0' TC 15'10`
16V TIT I6'2'
6
7
SEE NOTE BELOW REGARDING E%TRA
STILES ON LONG PANEL DOORS.
EXTRA STILES FOR LONG—PANEL MODELS.
ADOITIONAL 18 GA. COMMERCIAL INTERM. STILES REQUIRED AS NOTED ON
THE TABLES ABOVE.
THESE COMMERCIAL CENTER STILES ARE ATTACHED MIOP03NT BETWEEN THE
EXPSTING RESIDENTIAL CENTER STMES, COMMERCIAL CENTER STILES ARE
ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) OR (4) 3/16" POP RIVETS
OR (4) 88 SHEET PAS= -AL SCREWS.
'CARRIAGE HOUSE' RAISED
PANEL EMBUSS DOORS
SHORT PANEL
N OF INTERN_
ECIRR WIDTH STILES
PER SECTION)
42' TO 10'0' 3
1.0'2" TO ll'4' N/A
11'6' TO 14'6' 5
14'8' TO 16'2` 7
ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS
LOCATION. ATTACHED W/ TOG—L—LOC (TOP & STM) AND
URETHANE ADHESIVE (ALONG CENTER).
EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR
COMMERCIAL (LONG PANEL). SEE TABLES BELOW..
1� GLAZrNG; SHOWN IN TOP SECTION.
SLIDE BOLT LOCK
ENGAGES INTO
ENDVERTICAL TRACK.
STILE.
ONE LOCK GN
EACH SIDE OF OUTSIDE
DOOR. KEYED
HANDLE.
INSIDE SLIDE BOLT
LOCK OPTION.
THIS DOOR MEETS OR EXCEEDS THE DESIGN :LOADS FOR THE
ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA
BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON
ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED
BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3)
win
ANSI/DASMA 109. SITE-SPECIFIC CALCULATIONS BY A QUALIFIED
DESIGN PROFESSIONAL MAY DIFFER.
ULTIMATE WIND
Elm
160
0 Am
MAI �
180
195
WON"
EXPOSURE
B. C. D
B, C, 11
B. C
3. C
}3
CATEGORY
���Il�ll�ll�ll�■���11�11�11�11■11�11,11���
MEAN ROOF HEIGHT
25'
15'
SLIDE BOLT LOCK
ENGAGES INTO
ENDVERTICAL TRACK.
STILE.
ONE LOCK GN
EACH SIDE OF OUTSIDE
DOOR. KEYED
HANDLE.
INSIDE SLIDE BOLT
LOCK OPTION.
THIS DOOR MEETS OR EXCEEDS THE DESIGN :LOADS FOR THE
ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA
BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON
ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED
BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3)
ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH
ANSI/DASMA 109. SITE-SPECIFIC CALCULATIONS BY A QUALIFIED
DESIGN PROFESSIONAL MAY DIFFER.
ULTIMATE WIND
155
160
17D
180
195
SPEED {MPH)
EXPOSURE
B. C. D
B, C, 11
B. C
3. C
}3
CATEGORY
MEAN ROOF HEIGHT
25'
15'
25'
15'
30'
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
END
STILE.
`— INSIDE HANDLE
OUTSIDE KEYED LOCK WITH
SNAP LATCH LOCK OPTION.
OUTSIDE
HANDLE.
END
STILE_
CK BAR
GAGES IN
ACI{ ON
_ CH SIDE
OF DOOR_
OUTSIDE KEYED LOCK WITH
LOCK BAR LOCKING.
MANUFACTURING PRODUCT CODE
SHORT PANEL: PAN -217153
LONG PANEL: PAN -2F156
DESIGN LOADS- +36.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A
TEST LOADS: +54.0 P.S.F. & -610 P.S.F.
Unless Stated Otherwise 1:11UPay 8585 Duke Boulevard WIIIDLOAD RATINE
TOLERANCESore Mason, OH -7740 1800 T
Tel. No. 513-770-48001V.'!! I
_O = ±.G31 Building Pro&cls Compony Fuer No. 513-770-4853
.00 = ±.015 DESCRIPTION: 2" STEEL PAN DOORS 16'2"W (SEE TABLE FOR MODELS)
.000 = ±.005
.0000 = ±.001 DRAWN BY: SH DATE: 11/19/12 SCALE: NTS DWG. 1
Degrees = t 1/2' CHECKED BY: SH DATE: 11/20/12 SHEET 1 OF 4: SIZE J—.J
DIMENSIONSeAREIPINr INCHES. DWG. NO.: 104710-A/B VER: IBC
FLO PH IDA F -I Ll k! O D U T Ar=k T N LTJ ll A L IJ 001546
11
r
0
I
I
0
'CLASSIC' RAISED
PANEL EMBOSS D❑❑R
MODELS
24 GA
25 GA
25 GA
CL❑PAY
84A, 94
73, 75
76, 75L
IDEAL
4RST
6RST
2RST
H❑LMES
48, 488
42, 42B
--
SLX2432T FRONT
SHORT
LONG
}�. , H'A A4/4 *f1,,-
r
CO
a N 2
!4� 1 ++J
STATE OF
f r y N A 011
DESIGN ENGINEER:
SCOTT HAMILTON, P -E.
m
3
S 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS
24 GA MODELS 25 GA
98 CLOPAY 'GALLERY' GDSS, GR5S
4F HOLMES 'ARTISTRY' AR5S
-- IDEAL 'CARRIAGE HOUSE' EI_15S
FLUSH 1 SHORT PANEL
W PACT- RESISTANT CONSTRUCTION-
SOLID
O STRUCTION-SOLID DOORS (NQ GLAZING) OR DOORS WITH OPTIONAL IMPACT–RESISTANT GLAZING ARE
IMPACT–RESISTANT. OPTIONAL INJECTION–MOLDED POLYCARBONATE FRONT FRAME AND
GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH
IBC/FBC 2606 AND AN APPROVED Ci PLASTIC IN ACCORDANCE WITH FBC 2612.
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND IS LARGE– AND SMALL–MISSILE IMPACT RESISTANT.
SECTION B -B IMPACT -RESISTANT GLAZING OPTION!
DETAIL 'D'
OPTIONAL DECORATIVE ,' 2.25 1. MULTIPURPOSE HIGH BOND TAPE
SETAE–IN INSERT. ;` ' (BETWEEN FRAME AND FACADE)..
r _�,— DECOR.ATIVE FRONT FACADE.
STRUCTURAL SILICONE SEALANT
(BETWEEN STEEL SKIM AND FRAME).
SHEET: RE'VISION'S
OF 4 REV. NO] ZONE: }ATE: ECC RIO. AP PVD: I DESCRIPTION
473 1 — — — SH I SEE REVISION HISTORY ON SHEET ONE
STAWARD ASSEMBLY CONSTRUCTION:
OPTIONAL DSB OR 1/8" ACYRLIC LITES. AVAILABLE. OPTIONAL ACRYLIC GLAZING IS
PLASKQLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC
2606.
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
REGIONS (REF. CHAPTER 16 F'BC/IBC).
SECTION B -B (NON -IMPACT RESISTANT GLA71NO OPTION
MOLDED INSIDE
LITE RETAINER.
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NATE THAT FRONT FRAME IS NARROWER THAN
IMPACT–RESISTANT FRAME.
I 325
#$x3/4" PAN HEAD SCREW
(10 SCREWS PER LITE).
�I
IMPACT RESISTANT �
ONE–PIECE INJECTION
POLYSTYRENE RETAINER FASTENED TO FRAME WITH
MOLDED GE LEXAN
(10) J8 x 3/4" PAN HEAD MACHINE SCREWS.
SLX2432T FRONT
FRAME & GLAZING.
IMPACT -RESISTANT ASSEMBLY DETAILS
DRAWING 104710-A
STANDARD ASSEMBLY DETAILS
DFULMn 11G 104710-8
MANUFACTURING PRODUCT COB'
SHORT PANEL: PAN -21`153
I r)t,Ir IDAAIFI • PAN —'7FA' fA-
DESIGN LOADS: +36.0 P.S.F. & —42.0 P.S_F. PART NO.: N/A
TEST LOADS: +54,0 P.S.F. & —63.0 P.S.F.
Unless Siotead Otherwise �8585 Duke Boulevard WJNDLI]AD RATING
�pfi
TOLERANCES �fe Mason, OH 45040 LISA � � � � � T
Tel. No. 513-770-4800
.O = ±.031 Buil6ng Products Umpany fox ND. 513-774-4853
.010 = t.015 DESCRIPTION: 2" STEEL PAN DOORS 16'2"W (SEE TABLE FOR MODELS.
.000 = ±.005
.0000 = ±.001 DRAWN BY: SH DATE: l 1 /19/ 12 SCALE: NTS DWG. Q
Degrees = ±1/2 CHECKED BY: SH I DATE: 11/20/12 SHEET 2 Or' 4 SIZ=
Unless Sloted Otherwise
DIMENSIONS ARE IN INCHES.. I DWG. NO.: 104710—A/B VER: [BC
IFLORP) FOA a',__11IJ ISL/Ll C7 APP NN L! AL I +:J Cl'�'J
0
I
0
0
I
'CLASSIC' RAISED
PANEL EMBOSS DOORS
MODELS
24 GA
25 GA
25 GA
CLOPAY
84A, 94
73, 75
76, 75L
IDEAL
4RST
6RST
2RST
HOLMES
48, 48B
42, 42B
--
FBASTEE ERS`
SHORT
BLOCK WALL
LONG
,r- HORIZONTAL. (TOP) JAMB
CARRIAGE HOUSE' RAISED PANEL EMBOSS DDORS
24 GA MODELS 25 GA
96 CLOPAY 'GALLERY' GD S, GR5S
4F HOLMES 'ARTISTRY' AR5S
-- IDEAL 'CARRIAGE HOUSE' LD5S
FLUSH SHORT PANEL
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
SHEET1
3 OF 4 IREV. NO.1 ZONE: DATE
NOTES:
1_ ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO
THE 2x6 VERTICAL SYP (GRADE 12 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
2. EACH VERTICAL JAMB SEES A MAXIMUM DESr•GN LOAD OF +288 LB & -3.36 LB. PER LINEAR
FOOT OF JAMB_
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A
FLUSH MOUNTING SURFACE.
4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
kNU LUAU tN
I UM IJQUK)
MAXIMUM
ON -CENTER
FASTENER
TYPE
MAX. 0.C.
2x6 VERTICAL JAMB
OISTANCE
STEEL
CARRIAGE HOUSE' RAISED PANEL EMBOSS DDORS
24 GA MODELS 25 GA
96 CLOPAY 'GALLERY' GD S, GR5S
4F HOLMES 'ARTISTRY' AR5S
-- IDEAL 'CARRIAGE HOUSE' LD5S
FLUSH SHORT PANEL
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
SHEET1
3 OF 4 IREV. NO.1 ZONE: DATE
NOTES:
1_ ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO
THE 2x6 VERTICAL SYP (GRADE 12 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
2. EACH VERTICAL JAMB SEES A MAXIMUM DESr•GN LOAD OF +288 LB & -3.36 LB. PER LINEAR
FOOT OF JAMB_
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A
FLUSH MOUNTING SURFACE.
4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH AS THE DOOR OPENING.
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK. 2-1/2"-. EXCLUDING STUCCO THICKNESS.
,•,• •.
Co (, hl S
6 8 r
S� STA r� F • f[+
r
O Atiyi*� -
DESIGN! ENGINEER. -
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 6
n
1
REVISIONS
ECN NLI. APPVD- DESCRIPTION
- I SH S7_
E REVISIQ HISTORY ChJ S=EET ONE.
25 GA. (0.019" MIN. THICK)
DDS STEEL EXTERIOR SKIN
WITH G-40 GALVANIZING,
BAKED—ON PRIMER AND A
BAKED—ON POLYESTER PAINTER
TOP COAT APPLIED TO BOTH
SIDES OF STEEL SKIM.
SHIP
JOINT`.
F
4- 1/
L 4"
VIEW D"
4" TALL TAPER STRUT.
0.057" MIN. GALV. STEEI
50 KSL MIN.
#14x5/8' SHEET METAL SCREWS
0
0
1/4"x3/4" SELF
0 TAPPING SCREWS.
14 GA. END HINGES 18 GA. (MIN.) INTERMEDIATE HINGE
VIEW "B" VIEW "C"
--I '-- 2" THICK
2) 12 GA_ GALV. STEEL TOP ROLLER
RACKETS (2-1/2" x 5-3/8"). EACH
RACKET ATTACHED W/(4) '14x5/8" 'SHEET
IETAL SCREWS. ADJUSTABLE SLIDE ATTACHED
0 TOP BRACKET WITH (2) 1/4"x1/2" BOLTS
ND NUTS PER BRACKET.
14 GA. MEIN. GALV. ROLLER HINGE. EACH
HINGE FASTENED TO END STILES 54/(4)
#14x5/8" SHEET METAL AND (2)
1/4"x3/4" SELF TAPPING SCREWS. SEE
VIEW "B".
JE 4" T—STRUT PER SECTION. (SEE VIEW
") EACH T—STRUT ATTACHED AT EACH
NIGE LOCATION WITH (2) 1/4"x3/41" SELF
,PPIiNG SCREWS.
GALV. STEEL BOTTOM BRACKET
ITH (2) #14x5/8" SHEET METAL
`ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
SECTION A—A (SIDE 'VIEW)
MANUFACTURING PRODUCT CODE
SHORT PANEL: PAN -21`153
DESIGN LOADS: +36.0 P_S.F_ & —42.0 P.S.F. — -
TEST LOADS: +54.0 P.S.F. & —63.0 P.S.F. PART NO.: N/A
Un -less Skated Otherwise 8585 Duke Boulevord WINDL.OAD RATING
���
TOLERANCES ore Mason, ON 45040 USA
Tel. . 513-70-4803 W D P T
.4 = ±.031 Bolding PradudNo
s Campurry Fax Na. 513-1774-4853
.00 = :t.015 DESCRIPTION: 2" STEEL PAN DOORS 1 6'2"W (SEE TABLE FOR MODELS)
.GOO = ±.005
.3000 = #.041 DRAWN BY. SH DATE: 11/19/12 SCALE: NTS DWG,
Degrees = ±1/2' CHECKED BY: SH DATE: 11/20/12 SHEET 3 OF 4 SIZE
Unless Slated 0lherwise
DIMENSIONS ARE IN INcHEs. DWG. NO.: 144710-A/B VEER: IBC
C�
L
A
0
MAXIMUM
ON -CENTER
OISTANCE
STEEL
WASHERS
BUILDING TYPE
FASTENER TYPE
FBASTEE ERS`
REQUIRED?
BLOCK WALL
1 4" x 1-1 4' MIN. EMBED TAPCON CONCRETE ANCHOR
7-1/2"
1" O.O.
3004 PSI MIN. CONCRETE
1/4" x 1" MIN. EMBED TAPCON CONCRETE ANCHOR
8-1 4"
1" 0.17.
21i11N.CONCRETE3
8" X 1-3/4" MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR
116-1/2-
INCLUDED
4490 PSI MIN. CONCRETE
8" X 1-3/4" MIN- EMBED Vf J -IT ANKR TITE SLEEVE ANCHOR
2z"
IINCLUDIT
WOOD FRAMESYP 0.55 SG
1/2" x 3' SCREW ASTM A307, GRAD A 1-5/8" EMBED INTO STRUCTURE
7-3 �i"
1 0_D_
FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH AS THE DOOR OPENING.
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK. 2-1/2"-. EXCLUDING STUCCO THICKNESS.
,•,• •.
Co (, hl S
6 8 r
S� STA r� F • f[+
r
O Atiyi*� -
DESIGN! ENGINEER. -
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 6
n
1
REVISIONS
ECN NLI. APPVD- DESCRIPTION
- I SH S7_
E REVISIQ HISTORY ChJ S=EET ONE.
25 GA. (0.019" MIN. THICK)
DDS STEEL EXTERIOR SKIN
WITH G-40 GALVANIZING,
BAKED—ON PRIMER AND A
BAKED—ON POLYESTER PAINTER
TOP COAT APPLIED TO BOTH
SIDES OF STEEL SKIM.
SHIP
JOINT`.
F
4- 1/
L 4"
VIEW D"
4" TALL TAPER STRUT.
0.057" MIN. GALV. STEEI
50 KSL MIN.
#14x5/8' SHEET METAL SCREWS
0
0
1/4"x3/4" SELF
0 TAPPING SCREWS.
14 GA. END HINGES 18 GA. (MIN.) INTERMEDIATE HINGE
VIEW "B" VIEW "C"
--I '-- 2" THICK
2) 12 GA_ GALV. STEEL TOP ROLLER
RACKETS (2-1/2" x 5-3/8"). EACH
RACKET ATTACHED W/(4) '14x5/8" 'SHEET
IETAL SCREWS. ADJUSTABLE SLIDE ATTACHED
0 TOP BRACKET WITH (2) 1/4"x1/2" BOLTS
ND NUTS PER BRACKET.
14 GA. MEIN. GALV. ROLLER HINGE. EACH
HINGE FASTENED TO END STILES 54/(4)
#14x5/8" SHEET METAL AND (2)
1/4"x3/4" SELF TAPPING SCREWS. SEE
VIEW "B".
JE 4" T—STRUT PER SECTION. (SEE VIEW
") EACH T—STRUT ATTACHED AT EACH
NIGE LOCATION WITH (2) 1/4"x3/41" SELF
,PPIiNG SCREWS.
GALV. STEEL BOTTOM BRACKET
ITH (2) #14x5/8" SHEET METAL
`ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
SECTION A—A (SIDE 'VIEW)
MANUFACTURING PRODUCT CODE
SHORT PANEL: PAN -21`153
DESIGN LOADS: +36.0 P_S.F_ & —42.0 P.S.F. — -
TEST LOADS: +54.0 P.S.F. & —63.0 P.S.F. PART NO.: N/A
Un -less Skated Otherwise 8585 Duke Boulevord WINDL.OAD RATING
���
TOLERANCES ore Mason, ON 45040 USA
Tel. . 513-70-4803 W D P T
.4 = ±.031 Bolding PradudNo
s Campurry Fax Na. 513-1774-4853
.00 = :t.015 DESCRIPTION: 2" STEEL PAN DOORS 1 6'2"W (SEE TABLE FOR MODELS)
.GOO = ±.005
.3000 = #.041 DRAWN BY. SH DATE: 11/19/12 SCALE: NTS DWG,
Degrees = ±1/2' CHECKED BY: SH DATE: 11/20/12 SHEET 3 OF 4 SIZE
Unless Slated 0lherwise
DIMENSIONS ARE IN INcHEs. DWG. NO.: 144710-A/B VEER: IBC
C�
L
A
0
IN
0
'CLASSIC' RAISED
PANEL EMBOSS DOOR
MODELS
24 GA
25 GA
25 Grp
CL❑PAY
84A, 94
73, 75
76, 75L
IDEAL
4.RST
6RST
2RST
H❑LMES
48, 48B
42, 42B
--
SHORT
P.S.F. & —42.€1 P.S.F.
LONG
NOTE: TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR.
2" TRACK CONFIGURATION
DOORS UP TO 800 LBS. w
x
0
0
II
x
W
c�
z
z
w
O
3S 'CARRIAGE HOUSE' RAISED PANEL EM1113SS DOORS
24 GA MODELS 25 GA
98 CLOPAY 'GALLERY' GD5S, GR5S
4F HOLMES 'ARTISTRY' AR5S
-- IDEAL 'CARRIAGE HOUSE' ED5S
FLUSH SHORT PANEL
DOOR COUNTERBALANCE SYSTEM
13 GA GALV. STEEL FLAY BRACKET ATTACHED TO
JAMB WITH (3) 5/16" X 1-5/8" LAG SCREWS
AND TO TRACK WITH (2) 1/4" RIVETS.
AS ROD: SPACING NTE 14" U.C.
63" 2" GALV. STEEL TRACK,
-r TRACK THICKNESS: 0.083".
50-
38" TYP. 2-1/2" X 12 GA GALV-
STEEL TRACK BRACKETS,
ATTACHED TO ,JAMB WITH (1)
24" 5/16" X 1-5/8" LAG SCREW PER
TRACK BRACKE-.
10"
3-1/2-
SHEET:
4. OF 4 REV_
03
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT).
JAMB CONFIGURATION!
DOOR DOORS OP TO 800 LBS_
3" TRACK CONFIGURATION DOOR
TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
ODORS 800 LBS AND OVER. WIND LOAD RATING OF THIS DOOR.
CENTER HANG REQUIRED FOR
--DOORS OVER 8' HIGH.
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
0
LTOA ZONE: J DATE: I ECN NO
1" DOOR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB. SEE
"JAMB PREPARATION NOTE".
2-1/7" X 12 GA GALV. STEEL
TRACK BRACKETS FASTENED TO
WOOD JAMBS WITH 5/6" X 1-5'/8"
LAG SCREWS NOT TO EXCEED 14"
ON -CENTER. MIN_ OF (9) LAG
SCREWS REQUIRED PER JAMB.
2" GALV_ STEEL TRACK FASTENED TO
12 GA GALV STEEL TRACK BRACKETS
WITH EITHER (2) 1/4" DIA. RIVETS OR
(1) 1/4" X 5/8- BOLT & NUT PER
TRACK BRACKET.
JAMB CONFIGURATION
DOORS 800 LBS AND OVER_
1
REVISIONS
APPVD: DESCRIPTION
SH SEE REVISION HISTORY ON SHEET ONE.
�p
STOP MOULDING BY DOOR INSTALLER (TO SUIT).
•16 GA. GALV. STEEL END STILE.
18 GA. GALV_ STEEL DOUBLE END STILE.
-20 GA. MIN. GALV. STEEL INTERM. STILE.
1$ GA_ GALV. STEEL INTER.
HINGE FASTENED TO CENTER
STILE W/(4) EACH 114x5/8"
SHEET METAL SCREWS-
7/16- I -D. ROUND
PUSH NUT
FASTENER.
14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8"
SHEET METAL SCREWS AND (2) 1/4H SELF TAPPING SCREWS PER END HINGE.
2" DIA. 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
SECTION C -C
PREPARATION OF JAMBS BY OTHERS.
1- DOOR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB. SEE
3" GALV. TAPERED STEEL TRACT{ AND ANGLE. TRACK "JAMB PREPARATION NOTE'_
lTHICKNESS: 0.101'. ANGLE THICKNESS: 0.080". HORIZONTAL TRACK
MIN_ ANGLE DIMENSIONS 3-1/4" x 2-7/8". SUPPORT BY DOOR
INSTALLER (TO SUIT_
,�VERTICAL/HORIZONTAL TRACK 14" MAXIMUM SPACING 3-1/4" x 2-7/8" MIN_ x 0.080" TAPERED
JUNCTION. TWO t/4" BOLTS FROM LAST MOUNTING ANGLE. 5£E LAG BOLT MOUNTING BELOW.
& NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION
ADDITIONAL MOUNTING SLOTS
SPACED AT 12" CENITERS.
12" ON CENTER
46"
34" ONE. A" TRACK DOLT AND NUT AT EACH
MDUNTI'NG SLOT LOCATION,
22"
10"
3-1/2"
DDDR VERTICAL
HEIGHT TRACK LENGTH
7'--D"
72
8'-0„
84„
9'-0„
96"
10'-0
10$"
12'-0°
132„
E14114'- O
156„
16 -0
180
0.101" THICK 3" GALV. STEEL TRACK FASTENED
TO TAPERED ANGLE. TRACK ATTACHED TO
TAPERED ANGLE WITH ONE 1/4"x5/8" BOLT &
NUT AT EACH MOUNTING SLOT-
LHR BRACKET (2-1/2" x 5-3/4" x 12GA)
ATTACHED WITH (2) 1/4" x 3/4- SELF TAPPING
SCREWS, NOTE THAT LHR BRACKETS ARE ALSO
USED WITH "DOUBLE EMD STILE" AS SHOWN IN
ZONE B-3 SHEET 1_
DOUBLE
LOW HEAD�ROU}:1 QPTION
(AVAIL. FOR BOTH 2" AND 3" TRACK)
DOUBLE HORIZONTAL
TRACK.
STOP MOULDING BY DOOR INSTALLER (TO SUIT).
-16 GA. GALV. STEEL END STILE,
18 GA. GALV. STEEL DOUBLE END STILE.
20 GA. MIN. GALV. STEEL INTERM. STILE.
18 GA. GALV. STEEL INTER.
HINGE FASTENED TO CENTER
STILE W/(4) EACH 14x5/8"
7/16" . . UND SHEET METAL SCREWS_
PUSH NUT
FASTENER
14 GA_ GALV. STEEL ROLLER HINGES FASTENED TO END
STILES 11'/(4) EACH #14x5/8" SHEET METAL SCREWS
AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE,
[FL'"DuA [PRO TUC T A [P [UP HOVAL I 'SAO
X
0
L 3" DIA_ 8-1/2" LONG STEM BALL BEARING STEEL ROLLER.
SECTION C -C
MANUFACTURING PRODUCT CODI
PANEL: PAN -2F153
PREPARATION
OF JAMBS BY OTHERS.SHORT
LONG PANEL: PAt!-2F1515
DESIGN LOADS: +36.0
P.S.F. & —42.€1 P.S.F.
PART NO.: N/A
TEST LOADS: +54.€I P.S.F.
& —63.0 P.S_F.
Unless Stated Otherwise
8585 Duke Boulevard
WINDLIIAD RATING
TQ LER4NCES are
� CIOP3YH 04700 UMason, -7SA
Tel. n, 51 454
T
.O = ±.031
Building Prcducls Company Fox No. 5113-774-4853
+
ONE 5/16" x 1-5/8" LAG SCREW SPACED AT THE SAME -
.00 = ±-015
DESCRIPTION: 2" STEEL PAN DOORS 16'2"" (SEE TABLE FOR MODELS
DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2". 10", 22', 34",
= f-005
46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16', 28", &
_000
.0000 = ±,001
DRAWL BY: SIS
DATE: 11 f 19 f 1
SCALE: FITS
DWG.
40' FROM BOTTOM, TWO LAG SCREWS ALSO LOCATED ABOVE
Degrees = ±1/2'
CHECKED BY: Sit
DATE: 11/20/12 SHEET 4 OF 4
SIZE
VERTICAL/HORIZONTAL TRACK JUNCTION.
Unless Stated Otherwise
-
DIMEN51ONS AF££ IN INCHES.
DINGS. NO,: 104710-A/B
VER: IBC
[FL'"DuA [PRO TUC T A [P [UP HOVAL I 'SAO
X
0