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Product Approval Menu>Product or Application Search>Application List>Application Detail RECEIVED
FL# FL16107-R10
Application Type Revision FEB 0 7 2018
Code Version 2017
Application Status Approved ST, Woe County, Permitting
Comments
Archived
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason,OH 45040
(513)770-6062
mwesterfield@clopay.com
Authorized Signature Scott Hamilton
sham ilton@clopay.c
Technical Representative
Address/Phone/Email FILE COPY
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Scott Hamilton
the Evaluation Report
Florida License PE-63286
Quality Assurance Entity Intertek Testing Services NA, Inc. -QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Gary Pfuehler
11 Validation Checklist-Hardcopy Received
Certificate of Independence FL16107 R10 COI Certification of Indeoendence of Validation Entity-
Gary Pfuehier.odf
FL16107 R10 COI Statement on Indeoendence of Evaluation Entity-
ScottHamilton 120424.odf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16107 R10 Eouiv 20170809- FBC-DASMA 108 eauiv.odf
FL16107 R10 Eauiv 20170809-FBC- DASMA 115 eauiv.odf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/10/2017
Date Validated 08/14/2017
Date Pending FBC Approval 08/16/2017
Date Approved 10/10/2017
Summary of Products
Go to Page 0 Page 1/3 0
FL# Model,Number or Name Description
16107.1 01 W6-16 DSIE-11`171: 4300, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior
4301,4310, HDG, HDGL, HDGF,66, skin 27 ga. min.)Double-Car(9'2"to 16'2"wide)
66G,67, 67G,68, SP200, SF200, WINDCODE®W6 Garage Door
SE200, 6200,6201, 6203
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104724-A-Rev03-signed.[df
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Max. Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.2 02 W6-16 DSIE-IF171: 4300, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
4301,4310, HDG, HDGL, HDGF, 66, skin 27 ga. min.)Double-Car(97"to 16'2"wide)
66G,67, 67G,68, SP200, SF200, WINDCODE@ W6 Garage Door
SE200, 6200,6201, 6203
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL1 107 R10 II 104724-B-Rev03-sioned.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 121212-A.Ddf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.3 03 W6-16 PAN-21`153: 73, 75,84A, Steel Pan(min. 25 ga.)Double-Car(9'2"to 16'2"wide)
94,42,48,42B,48B,4RST,6RST, WINDCODE@ W6 Garage Door with Optional Impact-
GD5S,GR5S,AR5S,ED5S Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104710-A-Rev03-sianed.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
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.4 04 W6-16 PAN-21`153: 73,75,84A, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'2"wide)
94,42,48,42B,48B,4RST, 6RST, WINDCODE@ W6 Garage Door
GD5S,GR5S,AR5S, ED5S
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 II 104710-B-Rev03-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: +36 PSF/-42 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 121212-A.odf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.5 05 W6-16 PAN-21`143: 84A,94, 98, Steel Pan(min.24 ga.)Double-Car(9'2"to 16'2"wide)
48,48B,4F,4RST WINDCODE@ W6 Garage Door with Optional Impact-
Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104753-A-Rev02-sianed.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: +38 PSF/-42 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.6 06 W6-16 PAN-21`143: 84A,94, 98, Steel Pan(min. 24 ga.)Double-Car(9'2"to 16'2"wide)
48,48B,4F,4RST WINDCODEO W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 II 104753-B-RevO2-signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other:Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 121212-A.Ddf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.7 07 W6-18 DSIE-117171: 4300, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
4301,4310, HDG, HDGL, HDGF, 66, skin 27 ga. min.) 16'4"to 18'2"wide WINDCODES W6
66G,67,67G,68,SP200,SF200, Garage Door with Optional Impact-Resistant Lites
SE200,6200,6201,6203
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104751-A-Rev02-signed.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.8 08 W6-18 DSIE-11`171: 4300, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
4301,4310, HDG, HDGL, HDGF,66, skin 27 ga. min.) 16'4"to 18'2"wide WINDCODE®W6
66G,67,67G, 68, SP200, SF200, Garage Door
SE200, 6200,6201, 6203
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 II 104751-8-Rev02-signed.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 121212-A.odf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.9 09 W6-18 DSIU-1F171: 9200, Double-skin Insulated PUR(exterior skin 27 ga. min.; interior
9201, 9203, HDP20,HDPF20, skin 27 ga. min.) 16'4"to 18'2"wide WINDCODE®W6
HDPL20, 7200,7201, 7203,8200, Garage Door
8201, 8203
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104777 A-Rev02-signed.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Max. Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A.Ddf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.100 W6-18 DSIU-117171: 9200, Double-skin Insulated PUR(exterior skin 27 ga. min.; interior
JHDPL20,
201, 9203, HDP20, HDPF20, skin 27 ga. min.) 16'4"to 18'2"wide WINDCODE@ W6
7200, 7201, 7203,8200, Garage Door
201,8203
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 II 104777-B-Rev02-signed.Ddf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 121212-A.Ddf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.11 11 W6-18 PAN-21`153: 73,75,84A, Steel Pan (min. 25 ga.)Double-Car(16'4"to 18'2"wide)
94,42,48,42B,48B,4RST, 6RST, WINDCODE@ W6 Garage Door with Optional Impact-
GD5S,GR5S,AR5S, ED5S Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 11 104761-A-RevO4-sioned.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
Other:Max.Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A.Ddf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.12 12 W6-18 PAN-21`153: 73, 75,84A, Steel Pan(min. 25 ga.)Double-Car(16'4"to 18'2"wide)
94,42,48,428,48B,4RST,6RST, WINDCODE@ W6 Garage Door
GD5S,GR5S,ARSS,ED5S
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16107 R10 II 104761-6-Rev04-sioned.Ddf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +36 PSF/-42 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load F1_16107 R10 AE CBPC 121212-A.Ddf
requirements of the building code but DO NOT meet the Created by Independent Third Party: Yes
impact resistant requirement for windborne debris regions.
16107.13 13 W7-18 PAN-2F143: 84A, 94, 98, Steel Pan(min.24 ga.) 16'4"to 18'2"wide WINDCODE®W7
48,48B,4F,4RST Garage Door with Optional Impact-Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104762-RevO2-signed.2df
Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +41 PSF/-46 PSF Evaluation Reports
Other: Max. Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A.2df
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.14 14 W8-16 DSIE-11`171: HDG, Double-skin Insulated(exterior skin 27 ga. min.; interior skin
HDGL,4300,4310,4301,66,66G, 27 ga. min.)Double Car(9'2"to 16'2"wide)WINDCODE@
67,67G,68,6200,6201,6203, W8 Garage Door with Optional Impact-Resistant Lites
SP200, SF200, SE200
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104736-RevO3-sioned.Ddf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46 PSF/-52 PSF Evaluation Reports
Other: Max. Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A.Ddf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.15 15 W8-16 PAN-2F143: 84A, 94,98, Steel Pan(min.24 ga.) Double Car(97'to 167'wide)
48,48B,4F,4RST WINDCODE@ W8 Garage Door with Optional Impact
Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104754-Rev02-signed.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46 PSF/-50 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A.Ddf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.16 16 W8-18 DSIE-IF171: HDG, Double-skin Insulated (exterior skin 27 ga. min.; interior skin
HDGL,HDGF,4300,4310,4301, 27 ga. min.)Double Car(16'4"to 18'2"wide)WINDCODE@
66, 66G, 67, 67G, 68, 6200,6201, W8 Garage Door with Optional Impact-Resistant Lites
6203,SP200,SF200,SE200
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104752-RevO3 sioned.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46 PSF/-50 PSF Evaluation Reports
Other: Max. Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A.Ddf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.17 17 W8-16 DSIU-11`171: 9200, Double-skin Insulated PUR(exterior skin 27 ga.min.; interior
9201,9203, HDP20,HDPF20, skin 27 ga, min.)Double-Car(97'to 16'2"wide)
HDPL20, 7200, 7201,7203, 8200, WINDCODES W8 Garage Door with Optional Impact-
8201,8203 Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104778-RevO3-signed.Ddf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46 PSF/-52 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A.Ddf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107,18 18 W8-18 DSIU-11`171: 9200, Double-skin Insulated PUR(exterior skin 27 ga.min.; interior
9201,9203,HDP20,HDPF20, skin 27 ga. min.) 16'4"to 18'2"wide WINDCODE®W8
HDPL20,7200,7201,7203,8200, Garage Door with Optional Impact-Resistant Lites
8201,8203
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104779-Rev02-sianed.Ddf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46 PSF/-50 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A.Ddf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.19 19 W6-16 DSIE-1F471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior
GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga. min.)Double-Car(9'2"to 16'2"wide)
AR2LP,ED2SP,ED2LP,4302, WINDCODE@ W6 Garage Door with Optional Impact-
HDGC,6202, MFC68,4305,HDGR, Resistant Lites
6205,SFR68,MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104785-A-RevO3-sianed.Ddf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 130214-A.Ddf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.20 20 W6-16 DSIE-1F471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior
GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga.min.)Double-Car(9'2"to 16'2"wide)
AR2LP,ED2SP,ED21_13,4302, WINDCODE@ W6 Garage Door
HDGC,6202,MFC68,4305,HDGR,
6205,SFR68,MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16107 R30 II 104785-B-Rev03--siigned.()df
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130214-A.odf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
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December 12, 2012 (revised 8/28/15)
Evaluation Report for Clopay Building Products Company Sectional Garage
Doors, W6 through W8
I have evaluated the wind load door designs as shown on the drawings listed
below. I have reviewed the test reports, which were generated by accredited
independent laboratories as required by the relevant Florida Administrative
Rule, the engineering rational analysis, and the product drawings. The test
reports are listed below. Assembly testing was conducted by American Test Lab
North Carolina. Component testing was conducted by HETI and ETC.
For the doors listed in Tables 1 through 5, Static Pressure Tests were
conducted in accordance with TAS 202-1994, ASTM-E330-2002 and
ANSI/DASMA 108-2005. Missile Impact and Cyclic Pressure Tests were
conducted in accordance with TAS 201-1994 and TAS 203-1994 and ASTM
E1886-2005 and 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: Drawl na fOr dmwith Mangycturing ProductCode MPC PAN-2F,'
1047.10-A-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (designload)
104761-A-Rev02, max. door size 18'2" x 16'0"; +36/-42 PSF (design load)
TABLE 2: Drawinas for doors with Manufacturing Product Code (MPC) PAN-2F143_
104753-A-Rev02, max. door size 16'2" x 16'0" ; +38/-42 PSF (design load)
104762-Rev02, max. door size 18'2" x 16'0"; +41/-46 PSF (design load)
104754-Rev02, max. door size 16'2" x 16'0"; +46/-50 PSF (design load)
TABLE 3: Drawincis fordoors with Manl�fscturin MP DSIE-1F
104724-A-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design loa )
104751-A-Rev02, max. door size 18'2" x 16'0"; +38/-42 PSF (design load)
104736-Rev03, max. door size 16'2" x 16'0"; +46/-52 PSF (design load)
104752-Rev03, max. door size 18'2" x 16'0"; +46/-50 PSF (design load)
TABLE 4: Drawings for doors with Manufacturin ProdCi`.Code (MPC) DSIII 1F171:
104777-A-RevO2, max. door size 18'2" x 16'0"; +38 42 PSF (design load)
104778-Rev03, max. door size 16'2." x 16'0"; +46/-52 PSF (design load)
104779-Rev03, max. door size 18'2" x 16'0"; +46/-50 PSF (design load)
TAB.LE__ _rayyirlga_ ir�ioors wi�h�M�n�facturing Product Code (MPC) W_1G$�
104439-Rev02, max. door size 9'0" x 12'0"; +47/-55 PsF (design load)
PAGE 1 OF 4 FILE: CBPC_121212-A.3
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SEC IIONAL GARAGE DOORS,W6---W8
104998-Rev00, max. door size 16'2" x 12'0" ; +41/-47 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: Drawing jg _d49rs with Mare ring Product Code (MPC) PAN-2E.153:
104710-B-Rev03, max. door size 16'2" x 16'0" ; +36/-42 PSF (design load)
104761-B-Rev02, max. door size 18'2" x 16'0"; +36/-42 PSF (design load)
TABLE 7: Drawings for rigors with Manufacturing Product Code MPC) PAN-2E.j_43.L
104753-B-Rev02, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
TABLE 8: Drawings for doors with Manufarturing_Pro t (MP )DSIE-1F171:
10472.4-B-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
104751-B-Rev02, max. door size 18'2" x 16'0"; +38/-42 PSF (design load)
TABLE 9: Drawings for doors with Manufacturing Pro�..,ii ct Code (MEC) DSIU-1F171:
104777-B-Rev02, max. door size 18'2" x 16'0"; +38 42 PSF (design load)
Test Reports:
ATL-0801,01-12 (8/15/12), ATL-0813,01-12 (10/9/12), ATL-1015,01-12
(11/3/12), ATL-1113,01-12R (2/18/13), ATL-1107,01-12 (11/20/12), ATL-
1023.01-12 (11/13/12), ATL-1009,01-12R (11/20/12), ATL-0827,01-12
(10/9/12), ATL 0123.01-14 (9/3/2014), ATL 0121.01-15 (2/6/2015). 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 MP _EPA_
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. 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, EDSSV. Not all models may be shown on a given drawing.
Product Description for doors with MPC PAN:2Ej4aj
These doors consist of 2" thick steel pan sections with min. 24 ga.
(0.022") 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. Optional Impact-Resistant Glazing is a one-piece injection-
molded front frame and glazing. The following models are at least structurally
PAGE 2 OF 4 FILE: CBPC_121212-A.3
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SEC IIONAL GARAGE DOORS,WG -Wa
equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B. Not all models
may be shown on a given drawing.
Product Description for door5,wi h MPC DSIE-1F171:
These doors consist of 2" double-skin insulated sections with an EPS core
laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016")
G40 DDS per ASTM A653. The maximum section height is 21". These doors
may have optional Impact-Resistant Glazing (IM). Optional Impact-Resistant
Glazing (IM) is a one-piece injection-molded front frame and glazing. The
following models are at least structurally equivalent to the tested door: 4300,
4301, 4310, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 6200, 6201, 6203,
SP200, SF200, SE200. Not all models may be shown on a given drawing.
Product Description for doors with MPC DSIU-1F171•
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.
Optional Impact-Resistant Glazing is a one-piece injection-molded front frame
and glazing. The following models are at least structurally equivalent to the
tested door: HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203,
9200, 9201, 9203. Not all models may be shown on a given drawing.
PrQ-ciuct Description for doors with MPC W-1899_
These doors consist of 2-13/16" custom wood door sections with
hemlock rails and stiles and decorative cladding and overlays. The maximum
section height is 28". These doors may have optional Impact-Resistant Glazing.
Optional Impact-Resistant Glazing is certified laminated glass as detailed on the
individual drawings. The following models are at least structurally equivalent to
the tested door: CR800, MR800, CH900, CRDnnn. Not all models may be
shown on a given drawing.
Impar Resistant Glazing (IM):
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-06-1024-17496,0 ASTM D2843, ASTM D635, ASTM
D1929.
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.
PAG[3 or 4 FILL: CBPC_121212-A.3
k
EVALUATION REPORT FOR CI OPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6=W8
Jambs, lintels, sills or other structural elements required to prepare
openings are not covered. The design of the supporting structural elements
shall be the responsibility of the professional of record for the building or
structure and in accordance with current building codes for the loads listed on
the drawing(s) referenced above.
Installation requirements per the relevant Florida Administrative Rule,
including attachments, are detailed on the drawing(s) listed above. Installation
must be in accordance with manufacturer's installation instructions and must
be as shown on the drawing(s) listed above. The manufacturer's licensed
design professional listed on the drawing(s) has reviewed the attachment
details and installation requirements.
Signature: *,%Np ,HAM��''�i,�
........
No 63286
Scottarmn Iton, P.
Florida P. E. No. 63286
STATE OF '
Date: �( �a�s— �. �`�' , o R IV."*
O N A\-E %O'
PAGE 4 of 4 FILE: CBPC_121212-A.3
4 3 2 1
'CLASSIC' RAISED PANEL EMBOSS DOORS •CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET REVISIONS ��
MODELS 24 GA 25 CA 25 GA 24 GA MODELS 25 GA 1 OF 4 REV N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CL: 84A, 9a 73, 75 76. 75L 98 CLDPAY 'GALLERY' GD5S, GR5S OJ - 6/24/13 - SH AOOED LONG PANEL OPTION,
IDEAL 4R$T ST
2RST 4r HOLMES'ARTISTRY, AR5S
HOLMES 48. 48B 42. 42B -- -- I IDEAL 'CARRIAGE HOUSE' ED5S ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS
�SHDRT LONG FLUSH SHORT PANEL LOCATION. ATTACHED W/ TOG-L-IOC (TOP & BTM) AND
D ( URETHANE ADHESIVE (ALONG CENTER).
A 'CLASSIC' SHORT PANEL DESIGN SHOWN, GALLERY SHORT PANEL AND "CLASSIC'
LONG PANEL ALSO APPROVED SEE TABLES BELOW FOR DETAILS
® ® ® OPTIONAL GLAZING MAY BE STANDARD OR EXTRACOMM RCIAL MAY BE STANDARD (SHORT BELOW OR
IMPACT RESISTANT GLAZING. ONLY SHORT COMMERCIAL (LONG PANEL). SEE TABLES BELOW.
I GLAZING IS APPROVED. SEE SECTION B-B ON
SHEET TWO FOR DETAILS. (GLAZING SHOWN IN GLAZING SHOWN IN TOP SECTION.
INTERMEDIATE SECTION.)
o }�
a // / / / 777 / / / ' ' a �ryE �- � � � � � � .- �-VIEW '8' (SEE SHEET THREE). � � � � � / � / � /
ikC
zz i VIEW 'C• (SEE SHEET THREE).
Y _ 16 CA END STILES ATTACHED TO
N o DOOR SKIN WITH PATENTED
I TOG-L-LOC SYSTEM (TOP, BOTTOM k �i C
CENTER), ATTACHED TO TOP AND
'1 2 BOTTOM RAIL WITH PATENTED
_ TOG-L-LOC SYSTEM.
I -- ---- TWO POINT LOCKING -_-
I INTO TRACK.
R===—=w Ei
A OPTIONAL OUTSIDE KEYED LOCK POSITION _(2)ER R 70PMBRACKETS
USED AS
MAX DOOR WIDTH = 16'-2" INN(1) 3-IN ROLLER CARRIER (P/N
INSIDE ELEVATIONS 0120394) USED WITH 3-TRACK.
SNAP LATCH ENGAGES
LOCITION OF OPTIONAL VENTS. TOTAD, VENT OPENINGS: 60 Iti° PFR VEHICLE ONTO VERTICAL TRACK. END
DOOR KIGHTSEC'IDQNS ONE SNAP LATCH ON STILE.
up TO 7.O• < _ _CLA5SlC'RAISE'.PaKL En865i D�+S YARRMGE KLSf'RAISED GIDE BOLT LOCK EACH SIDE Of DOOR. I
B
7'3* TO 8'9' -- 9 s ORT PMEL LOW,PANEL PANEL E�DCSS DOORS ENO NGAOES INTO i
9'0• TO 10.6• .. C-.. a or WERR a srD .Or ca« SHI7R+PANEL - STILE. �VERTICAL TRACK. HANDLE
�
DOOR vIrr. ! STILES DOOR VIDTH • ,O SrnE I+ttRx STILLS ONE LOCK ON
10'9. 10 12'3• 1 PIPER SECTI041 OPER SECTIOTT (PER SCS DOOt vlDrn Or EACH SIDE OF OUTSIDE ENCGACEBSRIN
12'6' TD 14'0' 8 '• 0 9'I- 0 9.2•ID 1[' t R SCCTIOO DOOR. KEYED END T
14.3' TO 15'9' 9 Ir.• n•ro' 4 ITV•TO I41ir z 3 sz•TO 1cr SALE. RACK ON
16'0 10 lzv To I ro s Isro 76z a . or TO Nv- N/A HANDLE
4EACH SIDE
1.C TO IS'ro• 6 OF DOOR
SEE WTC ACLOv RECARDO6 ExTRA ❑'i•TO 1 6' S� INSIDE SLIDE BOLT INSIDE HANDLE
1 MAX SECTION HEIGHT: 21' 16TI'TO 162' 7 STILES ON LONG PAIL D"S 14 D 16'2' LOCK OPTIONGUTSIDE KEYED LOCK WITH
OUTSIDE KEYED IOr'K WITH
EXTRA STILES FOR LONG—PANEL. MODELS SNAP LATCH LOCK OPTION (OCK BAR LOCKING
\\\\\tt HAM%4j�i� AM ib CA
COw*wA L NTEem sTRFs REoLwwp AS NOTED aN
\\ O �T �� THESE CONKRCAL CENTER 5TLE5 All ATTACHED WPOiMT
\\ .1. GEN• O p ORSTND RESOENTML CENTER 51M105.CWv01LK CENTER ST C$ARE 1HIS DOOR MEETS OR CXCEEDS TnE DESIGN LOADS roR TnE
�` ATTACKO T.TH roC-L-LOC IT a eona.)oa(•)7/16•POP RNE is ULTIMATE WP40 SPEEDS LISTED BELOW ACCORDMG 20 THC FLORIDA
o OR(ai I4 SKIT UE7a SCAE�S SVLDING CODE OR THE INTERNATIONAL Bu1LONG COOL (BASED ON A[TLRING PRDITCC7 CODE
N / /ppg�/ ••S TFS.. ASCE7-10) FOR THE rOLLOANG CONWTHONS. 1)ENCLOSED i SHORT PANEL PAN-2Ft53
OuRONG. 2) DOOR HAS 2' OF WIDTH IN Bu0.DING'S ENO LONE. 3) { PA PAN_2F156'ANY ROOF SLOPE.AND 4) TESTING IN ACCORDANCL WITH DESIGN LOADS: +36.0 P.S F. dt -42.0 P S.F.
TL l F ANSI/OASMA 108 SITE-SPECIFIC CALCULATIONS BY A OUALIFIED T T LOADS. +•4.0 P SF -63.0 P.S F. PART NO.. N/A ^
'9 T TTTT !"1
O F . Tui DESIGN PROFESS DT.AL MAY DIFFER
�O'C•••'c P•.'��� TOLERANCESSue"ot" 8585 DL6.5040NUSA VINDLOAD RRTING
i 1 O•. \ LLTIHATE WIND • _C'QPar r%;OR -770-USA T�r-� /• .T..
��FS•.
......O R 1• G; SPEED(MPH) 155 160 170 1R0 195 E��"Y tra.Iq.513-ii0-x800 1, I i p-+ i..-, y
�Pg000�NAIEN�\ EXPOSURE oo ' :OE5 DESCRIPTION 2"STEEL PAN XORSF. 116'2'WV'v(SEE TABLE FOR MODELS)
[ATEGORr B. C• D B. L'. D B,C 8, C + B i ooD >• 3.005
DESIGN ENGINEER DOOR . 1.001 DRAWN BY. SH DAT1/79/1 SCALE: NTS DWG.R
SCOTT HAMILTON, PE MEAN Rix HC:GHT z5 :5' j 25' Is i 30 I Oegees :1/r CHECKED BY SH DATEE
0/' SHEET 7 OF 4 SIZE L
I_M $}RfRp IXne.w Te
FLORIDA LICENSE NO. 6?265 DwEMSW'+5 ARE'N WCKS DWG. NO.'. 104770-A/B VER: IBC
4 --�--- 2 ( BOO RDQ p( OO DMCT APPROVAL 116107
Or
__ 3 c 1
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SfCET: REVISIONS
MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA T OF 4 REV NO ZONE: DATE: ECN N0. APPYD DESCRIPTION
CLCPAY 84A, 94 73, 75 76. 75L 98 _CLOPAr_ 'GALLERY- GD5S. GR5S 03 - - - SH 5EE REVISION HISTORY Ow SHEET ONE.
IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY, AR5S
HDLMES 14B, 4BB 42, 42B, -- -- IDEAL 'CARRIAGE HOUSE' ED5S I
D SHORT LONG FLUSH SHORT PANEL nn
lJ
I
1
IMPACT—RESISTANT CONSTRUCTION: - EmB Y_.cQN5TR TI
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARI :R 1/8"ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS
IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND '_ASKO:IT£ OPTIX OR LUCRE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH SC/FBC
GLAZfNG IS GE LEXAN SL7f2432T. AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH
c,=/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612. �E ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE 4IND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
1.CA^. 4F0!!`FA•FNTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING --DOE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
- - - SMALL-MISSILE IMPACT RESTSTANT. REGIONS (REF. CHAPTER 16 F9C/6C),
3 (IMPACT—RESISTANT GLAZING OPTION,} SECTION 8-9 (NON—IMPACT RESISTANT GLAZING OPTION)
� I
I FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE
I NOTE THAT FRONT FRAME 15 NARROWER THAN
DETAIL 'D'_�- JUPACT-RESISTANT FRAME Tri
OPTIONAL DECORATNE tri MULTPURPOSE HIGH BOND TAPE
SNAP-IR INSERT. (BETWEEN FRAME AND FACADE)
.I
i OECORATNE FRONT FACADE
L t ( GLAZING
.:�
MOLDED INSIDE I
i STRUCTURAL,SILICONE SEALANT LITE RETAINER. 1
(BETWEEN SEEL SKY ANO FRAUE). d8A}/4- PAY HERO SCREW
(10 SCREWS PER LITE)
IMPACT RfS+SiANtJ I
GNE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME .ATH
B MOLDED GE LEXAN (10)08: 1/4-PAN HEAD MACHINE SCREWS n
SLX2432T FROM lJ
FRAME 8 GLAZING.
%IT ASSEMBLY Cf 1 ASSE%IF
DRAWING 104710-A DRAWING 104710-8
,,SNE ai j4j ,
`�.•��p11 HA4fZ4T!Ai ''I
*Z' No 6 8 * ACTLRING PRODUCT CODE
SHORT PANEL. PAN-2FT53
•p; 1�1� �6 •Tgr DESIGN LOADS: .36.0 P.S.F. dI —42.0 P.S.F. LONG PANEL, P 1
A %g t STATE OF ,Qj
TEST : +54,0 P, .F - P F, PART NO.: N/A
Wus.,swF.e am.i.. 8585 Duke eo„w4r4 A
1. I"••.,< O?:•�` TOLERANCES 4.. `l�Qay MMM.ON 45040 USA vINDLOAD RATING
o a t . �,?•' , _— 7 IN W.511-770-4800 W6 D P 3 5 T
ON Al„� �� i 00 ' a 015 DESCRI N: 2'STEEL PANS DOORS 116'2 W (SEE TABLE FOR MODELS).
rh,uuEE
DESIGN ENGINEER ooc • 005
n �� ` 21021 CHECK.E�BY IR SH DATE. �1/`D/, SCALE: NTS DWG.R
/ / SHEET 2 OF a 151EBI
SCO.D Ha✓1LTOn. P E V_51.1,d OINe.+.
F I' 6 1Oziws N5 ARE N ANCHLs C'.YG. NO 104710-A/9 VER: IBC
4 3 ---- ---,F --- 2 FL-ORODa PR DUCT APPROWAL 16107
4 3 2 j
'CLASSIC'- -MED PANEL EMBOSS DOORS I 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS STET REVISIONS
MODELS 24 GA 25 GA 25 GA illc4 GA MODELS 25 GS 3 OF 4 REV. NO. ZONE DATE ECN NO APDvD.I DESCRIPTION
ELOPAr _ 84A, 94 73. 73 7�6, 7�5L � -y8 CLOPAY 'GALLERY' GD5S, GR5S 03 - - - Sti SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST 6RST I ZRST I 4F 1 HOLMES 'ARTISTRY, AR5S
IDEAL 'CARRIAGE HLf;3SE' ED5S
D SHORT LONG FLUSH J SHEMT PANEL_ -) 1— 2" THICK
D
r.OWONTAL (Too)JAE6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(ao LMD FROM ODOR) NOTES 25 GA (O.Ot9" MIN, THICK) (2) 12 GA. GAIN STEEL TOP ROLLER
F1. ALL THE LOAD FROM it* DOOR IS TRANSfERRED TO THE TRACK AND THEN FROM THE TRACK TO DDS STEEL EXTERIOR SKIN BRACKETS (2-1/2" % $-3/B). EACH
THE 2.6 VERTICAL SYP(GRADE f2 OR BETTER)JAMBS. NO LOAD FROM THE DOOR IS WITH G-40 GALVANIZING '��,� BRACKET ATTACHED W/(4) /14x5/8" SHEET
F TRANSFERRED TO THE HORQONIAL(TOP),NUB. BAKED-ON PRIMER AND A METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
2. EACH VEIiT1me .IAMB SEES A MAX1MtA4 DESIGN LOAD OF +288 Lb -3M LB.PER uN£AR
FBAKED-ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4"xt/2" BOLTS
,
FASTENER 3. ALLL JAOf MB NMB.FASTENERS MAY BE (BUT ARE N07 RE4Utl2EC TO BE)COUNTERSUNK TD PROVIDE w TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET.
TYPE FLUSH SURFACE SIDES OF STEEL SKIN
a. A E/7 STRESS STRESS INCREASE FOR WIND LOAD WAS LIDj USED IN THE CKCUUTION CF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL. CaYCRCTf AND MASONRY.
I
MAX.O.C.
JOINT 14 CA MIN. CALV. ROLLER HINGE. EACH
HINGE FASTENED TO END STILES W/(4)
2,6
-1—w.Fe /14x5/8" SHEET METAL AND (2)
1/4'x3/4" SELF TAPPING SCREWS. SEE
v,.Ew "B
-- 4-1
L ONE 4" T-STRUT PER SECTION. (SEE VIEW
2.6 .IAMB TO SUPPORTING lTRjC%RE ATTACHMENT VI "G7 EACH T-STRUT ATTACHED AT EACH
(
(NOT 10 BE USED FOR ATTACHMENT OF?RACK ATGOIF TO 2+6'.TRTHGAM
BS, 05 OR SUPPORTING STRUCTURE) 4 TALL HINGE LOCATION WITH (2) 1/4"x3/4" SELF
APER STRUT. TAPPING SCREWS.
MAXu0.057` MIN. GALV. STEEL.
ON-CNTER 50 KSI. MIN.
DISTAE STEEL
BE1wEN WASHERS
BUILDNG TYPE FASTENER TYPIC IFAST'ENCMPS.
REQUIRED'
K A1 !-1 t• .N _--TA ---N— T 7-1 1 O.G.
J000 PSI MW. CONCRETE t 4• i MIN EMfiED TA{�LON CONCRET ANCNOR18-1/4 1 OD
g % 1-3/.-wN. M G -IT ANKR TITANCHOR _ B
A T 1- -T R tR _
1 1 - A - 1- -T-R13/4
- kALUMINUM
FIRST (BOTTOM)ANCHOR STARTING AT NO MORE Tww HALF OF THE MAX!MUM Da-CENTER DISTANCE. HIGHEST ANCHOR INSTALLED
AT LEAST AS MVH AS THE DOOR OPENING.
CLOPAY DOES NOT SUPPLY,1.116 ATTACHMENT FASTENERSf2 GA. MIN. GALv. STEEL BOTTOM BRACKETMINIMUM DISTANCE BETWEEN CENTER OF ANCHOR ANO EDGE OF CONCRETE BLOCK. 2-1/2""• EXCLUDING STUCCO THICKNESS. ATTACHED WITH (2) /EELSBOT SHEET METAL
CKETSCREWS.
(ta%5/8' SHEET METAL SCREWS EXTRUSION & VWYL WEATHERSTRIP.
�j-( HAM/4"',
SECTION A-A (SIDE VIEW)
5G
! --ACTURING PRODUCT CODE
No 6 8� ':*_! SHORT PANEL: PAN-2F153
O O O LONG PANEL, PAN- Fi
1/4"%3/4" SELF CL-SIGN LOADS: +36.0 P 5 F & -42 0 P SS
T 56
L Y5 TAPPING SCREWS. TEc GADS. +94. P. .F. h -63A P. .i. PART NO.: N/A A
STA E OF 4U
I Q•, [V; 1t GA FNO HI .FS 18 GA (MEN.) 1NTERMFOIATF HINGE I u"'•L+Stage OSI1ar.Hr 8585 Dula BaAa.ara WINDLOAD RATING
VIEW VI • " TOLERANCES a. �•01`450740 USA
�i Cc O R 10.'"
C s9 ,r >a.51,-TJO-4am W6 D P 3 6 T
1 70-485
%,,0NA,I�00" i 00 2 015 DESCRI TP ION 2"STEEL PAN 513
DOORS 316'2 "w (SEE TABLE FOR MODELS)
000 3 005 R
Iwc
DESIGN ENGINEER: Degrees - =1�2- CHECKEDDRAWNYBY:H SH DATE: 11/20/1 SH ET 3JDATE 11/19/1T OF a SZE 1J
SCOTT HAMILTON, P.E. 1;—.Staea O'T' C-A/b 1VER. IBC
FLORIDA LICENSE No. 6 j0a1ENS10N'S ARE R1 K.CHES .DWG. NO. 1047'
4 3 2 FLOO RODA PRODUCT APPROVAL 16107
4 s 2 t
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RA!SCD PANEL EMBOSS LCCRS I SHEET: REVISIONS
MCDELS 24 GA 25 GA 25 GA 24 GA MODELS i25 GA25 GA 4 CF 4 REV. N0. ZONE: DATE: ECN N0 APPYD: OESCRIPLON
r CLDPAY 84_A, 94 73, 75 76, 75L 98 CLCPAY 'GALLERY' I GD5S, GR-T L 03 - - - 5H $EE REVISION HISTORY ON SHEET ONE.
IDEAL 4R$T 6RST 2R$T 4F HOLMES 'ARTISTRY' AR5S
"a-MES 148, 48B 42, 42H -- -- j :DEAL 'CARRIAGE MOUSE EMS
D j SHOR7 LONG FLUSH SHORT P/
I HORIZONTAL TRACK SUPPORT BY D
DOOR INSTALLER(TO SUIT).
NOL TRACK CONFIGURATION ABOVE THE DOOR COUNTERBALANCE SYSTEM �(B ONEIGURA71ON
DOOR OPENING DOES NOT AFFECT THE DOOR pOORS IP TO 800 BS
WIND LOAD RATING OF THIS DOOR. HEIGHT j
13 GA GALV. STEEL FLAG BRACKET ATTACHED 10 _ i'DOOR OVERLAP(EACH SIDE)
JAMB WRn (})5/18'x t-5/8'LAG SCREWS = STOP MOULDING 8Y DOOR INSTA,LER(10 SWT).
AND 70 TRACK W7TM(2) 1/4'RIVETS. 2.6 SYP WOOD JAMB. SEE T6 CA Glv. STEEL ENO STILE.
2" TRACK CONFIGURATION i - - 'JAMB PRfPAMIlOH NOTE". 18 GA GAIv. STEL Od.RLE ENO SME
DOORS JP '0 8'v+ Rc <_I - 4' -20 GA uw GALY. STEEL wTERM STILE
= AS ICO. SPACING NTE 14"0.:,. 9- 1 18 W QALY STEEL INTER
rc _ 1 2-1/2•x 12 GA GALV. STEEL / fI14G£FASTENED TO CENTER
52 1 _ TRACK BRACKETS FASTENED 70 J
2S 63' 2'GALV. 'TC'
TIUCK. WOOD,µp85 W11N 5/6-% 1-S/8• STKE w/(4)EACH{14.5/8'
TRACK THICKNESS.0083'. T - T " SHEET METAL SCREWS.
1i'- 124' LAG SCREWS NOT 10 LKCEED 14'
-SO' 1 t'- ON-CENTER. PIN.OF (9)LAG 17/16'I D ROUND
-L- _ - SCREWS REOURED PER JAMB. PUSH NUT
t - Ta - 2'CALv. STEEL TRACK FASTENED 70 FASTENER
TMP. 2_1/2'x t2 GA CKv - t2 G GALV STEEL TRACK BRACKETS 14 GA GKv. STEEL ROLLER HINGES FASTENED TO END STILES W/({)EACH{74x5/8'
C i STEEL TRACK BRACKETS. 1 N1TM EITHER (2) t/s'oA RIVETS oa SHEET METAL SCREWS AND(2) 1/4'SELF TAPPING SCREWS PER END HINGE. C
s ATTACHED TO JAMB WITH (1) 1Lfia: (1) 1/4' x 5/8'BOLT h NUT PER
2{' 5/76'x 1-5/8'LAG SCREW PER 74'- TRACK BRACKETI
2'DA. 7-1/2-LONG STEN, iC BALL STEEL ROLLER WITH STEEL OR NYLON iNtE. it
TRACK BRACKET 115-0 172'
t '-6 7
.O 1 SECTION C-C
}-1/Z.. i.R BRA:K£' (2-I/2' . 5-3/4 a 12W)
PRFPAPA'.10V OF JAMES 8v ,^,'HE?< ATTACHED WITH (2) 7/4". 3/4'SELF TAPPING
SCREWS.NOTE THAT LKN BRACKETS ARE ALSO
USED wrtH 'DOUBLE END STILE"AS SHOWN IN
3" TRACK NOTE"TTRACKRAM CONfIS N T A ABOVE THE
ZONE B-3 SHEET 1
COOK OPENING OG O NOT AF OO THE JAMS CONF:GJRA'ION DD' .E?RAl6
DOORS BIO LBS AND L'VEH. WIND LOAD RATING OF THIS DDDR. DOORS BOO LEIS AND OVER (AVAIL FOR BOTH HEADROOM
OPTION 3TRACK)
COOTER HANG ' HCH D FOR
DOORS OVER B' HGH
1
IL — 1. OUB
i'DDDR OVERLAP(EACH SIDE) A DOUBLE .DR720NTAL
B -�— 2.6 SYP WOOD JAS SEE STOP MOULD4
}'GKV.TAPERED STEEL TRACK AND ANGLE TRACK 16 GA GALV _ LJ
74ICKNCSS. 0.101'. ANGLE THICKNESS 0080' `�HORiZONTAL TRACK
"JAMS PREPARAMyN NOTE'. 18 GA. CA�r
M:N.ANGLE DIMENSIONS 3-1/4' . 2-7/8' SUPPORT BY DOOR 20 GA MIN GALV STEEL INTERAI STILE.
j I INSTALLER(TO SUIT) - t8 CA GALv.STEEL LATER.
YERTICAI/HORt20N7A1 TRACK 14'WUf1M•JM SPACING
JUNCTION. TWO i/{-BOLTS FROM LAST MOUNTING 3-1/4'. 2-7/8'ANN x 0080'TAPERED HINGE FASTENED TO CENTER
52 k NUTS FOR EACH TRACK. SLOT i0 T ANGLE. SEE LAG BOLT MOUNTING BELOW STILE W/(4) EACH /14.5/8'
RACK JUNCTION _
i 7/16' D SHEET METAL SCREWS
PUS. NUT
__.... ¢ ADOTIONAL MOUNTING SLOTS T.,.
- FASTENER
SPACED AT 12'CENTERSSAOt01'THICK 3'GALVSTEEL TRACK FASTENED A.GALV STEEL ROLLER HAWGES FASTENED TO END
♦♦♦ 0� /�T ��� . TO TAPERED ANGLE. TRACK ATTACHED TO STILES W/(4) EACH {14.5/8"SHEET METAL SCREWS
12'ON CENTER TAPERED ANGLE WITH ONE 1/4'x5/8-BOLT h AND(2) 1/4-SELF TAPPING SCREWS PER END MwGE
♦ G .••••• G NUT AT EACH YOUNTMK.SLOT
J'DIA 8-t/Y LONG SIEM BALL BEARING STEEL ROLLER
*;•• N ••'•R'� 1('TRACK BOLT AND NUT A7 EACH 2'g iF(`TK1N F-C OANUFACTLRING PRODUCT CODE
_ 3a ; c.� PREPARATION OF JAAIRS BY OTHERS ]SHORT PANEL: PAN-2f 153
( MOUNTING SLOT LOCATION -� DESIGN LOADS: +36.0 PS.F K -42.0 PS.F P P814-21`156
STATE OP :•Iua Dont VERTICAL T `I .I: . 4. P F. h - P; F. PAR' NO.: N/A
22'• HEIGHT TRACK LENGTH iMbx 51"OtA.— —n 8585 Duke BolAewrO WIN DL(W RATING A
= 7_ - TOLERANCES W. Clo a D P 3 6 T
New.ON 45040 USA
F'•�O R 10• ♦ ` !� P 7 TeL No.513-TTD-46DG
�01It n/ON At.ENG`♦. t0- _ /' =.00}S bwwv w.a,<�L�xA�, Fa.No.51)-770-+e53
26 ONE 5/16-. 1-5/8'LAID SCREW SPACED AT THE $AGC
1 - t DESCRIPTION 2•STEEL PAN ODORS 16'2"W (SEE TABLE FOR MODELS
_..
"it'll 11111��__._ _ t _ t OISTANCCS AS THE TRACK 80175 pE. 3-I/2'. t0',22'. 34-, S OOS
E_ 3-1/2' +ta-0. 1 46'. ETC) AGpTIOMAL LAG SCREWS LOCATED AT 16'. 28•.k 00w -001 `DRAWN BYL SH DATE. 11/19/1 SCALE' NIS ,PWG_
DESIGN ENGINEER t _ so'FROM BOTTOM two LAG SCREWS ALSO LOCATED ABOVE 13egrees :1/z
�<. CHECKED Br: Sk PATE. 71/20/1 SHEET 4 CF 4 !SIZE 1>
SCOTT HAM+LTON, P.E. VERTICAL/HORIZONTAL TRACK„%ftCTON. l .slw."CINA•.nse -J
F R+ N N �Dn.ENEoO s ARE n AKA+ES DWG. NO: 104710-A/B MER: IBC
3 2 �L oOG3OD/a Pro O®UC��' QppGOO MIQL� �l1 077