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pCa ( T��r FL# FL16546-R11
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason,OH 45040
(513) 770-6062
mwesterfield@clopay.com
Authorized Signature Scott Hamilton
shanr lton@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
LJ Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Scott Hamilton
Evaluation Report
Florida License PE-63286
Quality Assurance Entity. Intertek Testing Services NA,Inc. - QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Gary Pfuehler
Validation Checklist- Hardcopy Received
Certificate of Independence FL16546 R11 COI Certification of Independence of Validation Entity_
Gary Pfuehler 2016-02-19.pdf
FL16546 R11 COI Statement on Independence of Evaluation Entity_
ScottHarnilton 2016-02-19.pdf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16546 R11 Equiv 20170809- FBC- DASMA 108 equiv.pdf
FL16546 R11 Equiv 20170809- FBC- DASMA 115 equiv.pdf
https:/heawvfloridabuilding.org/pr/pr app dol.aspx?param=%GEVXQwtDgxgqu2W°/p2bnFgUMAgulPv2FMmFvBgsvYdcap/p2fzGZWcCAmK5Q%3dp/pad 1/5
2/6/2020 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/18/2018
Date Validated 02/13/2019
Date Pending FBC Approval 02/13/2019
Date Approved 04/16/2019
Summary of Products
Go to Page _� d Page 1/4
FL# Model,Number or Name Description
16546.1 01 W5-16-HY PAN-21`153/6: 73, 1500, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide)
75, 76, 190,84A, 94,42,4213,48,488, WINDCODE@ W5 Garage Door
55,41`,4RST, 6RST,4RSF,6RSF, GD5S,
GD5SV,GR5S,GR5SV,AR5S,AR5SV,
ED5S, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 Rll II 101922-A-RevlS.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +32 PSF/-32 PSF Evaluation Reports
Other:Solid doors(no glazing)or doors with optional impact- FL16546 Rll AE CBPC 131211-A.pdf
resistant glazing are'impact-resistant(large missile impact). Created by Independent Third Party: No
16546.2 02 WS-16-HY PAN-217153/6: 73, 1500, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide)
75, 76, 190, 84A,94,42,4213,48,488, WINDCODE@ W5 Garage Door
55,4F,4RST, 6RST,4RSF,6RSF,GD5S,
GD5SV, GR5S, GR5SV,AR5S,AR5SV,
EDSS, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 Rll II 101922-13-RevlS.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +32 PSF/-32 PSF Evaluation Reports
Other:The standard glazing available for this product meets the FL16546 Rll AE CBPC 131211-A.pdf
wind load requirements of the building code but DOES NOT meet Created by Independent Third Party: No
the impact resistant requirement for windbome debris regions.
16546.3 03 W8-16 PAN-2F443: GD4S, GR4S, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.) Double-Car
ED4S,AR4S (9'2"to 16'2"wide)WINDCODE@ W8 Garage Door with Optional
Impact-Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 Rll II 104791-Rev05.pdf
Approved for use outsideJHVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46 PSF/-52 PSF Evaluation Reports
Other: Max. Wind Speed(V_ult): 170 MPH.Solid doors(no FL16546 Rll AE CBPC 131211-A.pdf
glazing)or doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant (large missile impact).
16546.4 04 W6-16 PAN-2F153: 73, 1500, 75, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide)
190,84A, 94,42,428,48,4813, 55, WINDCODEO W6 Garage Door with Optional Impact-Resistant Lites
4RST, 6RST,4RSF, 6RSF, GD5S, GD5SV,
GR5S,GR5SV,AR5S,AR5SV, ED5S,
ED5SV
Limits of Use - Installation Instructions
Approved for use in HVHZ:Yes FL16546 Rll II 104710-A-Rev03.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure:+36 PSF/-42 PSF Evaluation Reports
Other:Max..Wind Speed.(V_ult): 170 MPH.Solid doors(no FL16546 Rll AE CBPC 131211-A.pdf
standard glazing)are impact-resistant(large missile impact). Created by Independent Third Party: No
16546.5 05 W&16'PAN-21`153: 73, 1500, 75, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'2"wide)
190,84A, 94,42,48, 55,4RST,6RST, WINDCODE@ W6 Garage Door
4RSF, 6RSF,GD5S,GD5SV,GRSS,
GR5SV,AR5S,AR5SV, ED5S, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 Rll II 104710-B-Rev03.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:The standard glazing available for this product meets the FL16546 R11 AE CBPC 131211-A.pdf
wind load requirements of the building code but DOES NOT meet Created by Independent Third Party: No
the impact resistant requirement for windbome debris regions.
https://www.floridabuilding.org/pr/pr app dtl.aspx?pararrFwGEVXQwIDqvgqu2W/o2bnFgUMAguIPw2FMmFvBgsvYdca%2fzGZWcCAmK5Q%3d%3d 215
2/6/2020 Florida Building Code Online
16546.6 06 W6-16 PAN-2F156: 76, 2RST Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'2"wide)
WINDCODE@ W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R11 II 104710-A-Rev03.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +36 PSF/-42 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors (no FL16546 R11 AE CBPC 131211-A.pdf
standard glazing) are impact-resistant(large missile impact). Created by Independent Third Party: No
16546.7 07 W6-16 PAN-21F156: 76, 2RST Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide)
WINDCODEO W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 II 104710-13-Rev03.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:The standard glazing available for this product meets the FL16546 R11 AE CBPC 131211-A.pdf
wind load requirements of the building code but DOES NOT meet Created by Independent Third Party: No
the impact resistant requirement for windbome debris regions.
16546.8 08 W5-16 PANSP-21`153/6: 73SP, 15SP, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide)
GD5SSP,GD5SSPV, 76SP, 76VSP WINDCODE@ WS Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 II 104818-A-Rev01-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: +32 PSF/-37 PSF Evaluation Reports i
Other:Solid doors(no glazing)or doors with optional impact- FL16546 R11 AE CBPC 131211-A.odf
resistant glazing are impact-resistant(large missile impact). Created by Independent Third Party: No
16546.9 09 W5-16 PANSP-2F153/6: 73SP, 15SP, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide)
GD5SSP,GD5SSPV, 76SP,76VSP WINDCODE@ WS Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 II 104818-B-RevOl-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: +32 PSF/-37 PSF Evaluation Reports
Other:The standard glazing available for this product meets the FL16546 R11 AE CBPC 131211-A.pdf
wind load requirements of the building code but DOES NOT meet Created by Independent Third Party: No
the impact resistant requirement for windbome debris regions.
16546.10 10 W6-09 DSIE-1A171: 2050, 2051, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior skin
2053,4050,4051,4053, 62, 64,65, 29 ga. min.)Single-Car(up to 9'0"wide) WINDCODEO W6 Garage
62G, 62LG, 64G, SDP38, SFL38, SRP38, Door
134, 135, 136, 6130, 6131, 6133
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R11 II 104814-A-Rev00.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact.Resistant:Yes... : . Created by Independent Third Party: No
Design Pressure: +36 PSF/-44 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH. Solid doors(no FL16546 R11 AE CBPC 131211-A.pdf
glazing)are impact-resistant(large missile impact). Created by Independent Third Party: No
16546.11 11 W6-09 DSIE-1A171: 2050, 2051, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior skin
2053,4050, 4051,4053, 62, 64, 65, 29 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 Garage
62G, 62LG, 64G, SDP38, SFL38, SRP38, Door
134, 135, 136, 6130, 6131, 6133-
Limits
133Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 II 104814-B-Rev00.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/-44 PSF Evaluation Reports
Other:The standard glazing available for this product meets the FL16546 R11 AE CBPC 131211-A.pdf
wind load requirements of the building code but DOES NOT meet Created by Independent Third Party: No
the impact resistant requirement for windbome debris regions.
16546.12 12 W6-09 DSIU-1F471: GD2SU, GR2SU, Double-skin Insulated Intellicore(exterior skin 27 ga. min.; interior
GD2111, GR2LU,AR2SU,AR2LU, ED2SU, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6
ED2LU, 9202, HDPC20, 7202, 8202, Garage Door with Optional Impact-Resistant Lites
MFC68U, 9205, HDPR20, 7205, 8205,
MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R11 II 104432-A-Rev05.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure:+38 PSF/-44 PSF Evaluation Reports
Other: Max. Wind Speed(V_ult): 170 MPH. Solid doors(no FL16546 R11 AE CBPC 141219-13.12df
glazing)or doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant (large missile impact).
https:/AAwvv.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEMwtDq\,gqu2W%2bnFgUMAgulPvv2FMmFvBgsvYdca%2fzGZWcCAmK5Q%3d%3d 3/5
2/6/2020 Florida Building Code Online
16546.13 13 W6-09 DSIU-1F471: GD2SU,GR2SU, Double-skin Insulated Intellicore(exterior skin 27 ga, min.; interior
GD2LU,GR2LU,AR2SU,ARKU, ED2SU, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6
ED2LU, 9202, HDPC20, 7202, 8202, Garage Door
MFC68U,9205, HDPR20, 7205, 8205,
MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 II 104432-B-Rev05.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 FL16546 R11 AE CBPC 141219-B.pdf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windbome debris regions.
16546.14 14 W6-16 DSIU-11`471: GD2SU, GR2SU, Double-skin Insulated Intellicore(exterior skin 27 ga. min.; interior
GD2LU, GR2LU,AR2SU,AR21-U, ED2SU, skin 27 ga. min.) Double-Car(97"to 16'2"wide)WINDCODE@ W6
ED2LU,9202, HDPC20, 7202,8202, Garage Door
MFC68U,9205, HDPR20, 7205, 8205,
MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R11 II 104820-A-Rev03.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors(no FL16546 R11 AE CBPC 141219-13.12df
glazing)or doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant (large missile impact).
16546.15 15 W6-16 DSIU-11`471: GD2SU, GR2SU, Double-skin Insulated Intellicore(exterior skin 27 ga. rnin.; interior
GD2LU,GR2LU, AR2SU,ARKU, ED2SU, skin 27 ga. min.) Double-Car(97"to 16'2"wide)WINDCODE@ W6
ED2LU,9202, HDPC20, 7202,8202, Garage Door
MFC68U, 9205, HDPR20, 7205, 8205,
MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 II 104820-13-Rev03.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 FL16546 R11 AE CBPC 141219-B.pdf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windbome debris regions.
16546.16 16 W6-18 DSIE-IF471: GD2SP,GR2SP, Double-skin Insulated EPS (exterior skin 27 ga. rrn.; interior skin
GD2LP,GR2LP,AR2SP,AR2LP, ED2SP, 27 ga. min.) Double-Car(164"to 18'2"wide)WINDCODEO W6
ED21-P,4302, HDGC, 6202, MFC68, - Garage Door with Optional Impact-Resistant Lites
4305, HDGR, 6205, SFR68, MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R11 II 104810-A-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: +38 PSF/-42 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors(no FL16546 R11 AE CBPC 141219-B.pdf
glazing)or doors with optional.impact-resistant glazing are impact- Created by Independent Third Party: No
resistant (large missile impact).
16546.17 16 W6-18 DSIE-11`471: GD2SP,GR2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior skin
GD2LP,GR2LP,AR2SP,AR2LP, ED2SP, 27 ga. min.) Double-Car(16'4"to 18'2"wide)WINDCODE@ W6
ED2LP,4302, HDGC, 6202, MFC68, Garage Door
4305, HDGR, 6205, SFR68, MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 II 104810-B-Rev04-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 FL16546 R11 AE CBPC 141219-B.pdf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windbome debris regions.
16546.18 18 W6-18 DSIU-11`471: GD2SU,GR2SU, Double-skin Insulated Intellicore(exterior skin 27 ga. min.; interior
GD2LU,GR2LU, AR2SU,AR2111, ED2SU, skin 27 ga. min.) Double-Car(16'4"to 18'2"wide)WINDCODE@ W6
ED2LU,9202, HDPC20, 7202,8202, Garage Door with Optional Impact-Resistant Utes
MFC681.1, 9205, HDPR20, 7205, 8205,
MFR68U
Limits of Use: Installation Instructions
Approved for use in HVHZ:Yes FL16546 R11 II 104821-A-Rev04.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:+38 PSF/-42 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors(no FL16546 R11 AE CBPC 141219-B.pdf
glazing)or doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant (large missile impact).
19 W6-18 DSIU-1F471: GD2SU,GR2SU, Double-skin Insulated Intellicore(exterior skin 27 ga. min.; interior
https://www.floridabuilding.org/pr/pr_app_o.asp)Oparanr-wGEVXQwtDgWqu2w%2bnFgUMAgu]Pvi(2FMmFvSgsvYdca%2fzGZWcCAmK5Q%3d%3d 4/5
4 3 + 2 1
t•10DELS I SHORT LONG MODELS FLUSH GROOVED SHEET REVISIONS
CLOPAY GD2SU, GR2SU G02LU, GR2LU CLOPAY CLASSIC 9202, HDPC20 9205, HDPR20 I Or 4 REV. N0. 'ZONE: DATE: ECN NO.!APPVD: DESCRIPTION
GALLERY
H LM S AR2SU A.R2-LU H.'OLbLS CLASSIC 7202 7205 00 - 6/24/13 - SH SEY. DR.AS1'I`;G FOR T-STRUT.
ARTISTRY 01 - - - - MODIFIE FOR FLORIDA APPROVAL.
IDEAL
EXPRESSIONS 1 ADDED ED2SU ED2LU IDEAL CLASSIC 82D2, MFC6BU 8205, VFR68U 02 - - _ - ( PIPACT RESISTANT GLAZING-
03
� _1
f'� 03 - 12/12/14 - - IA,DED "GROOVED" .V.ODELS.
D OPTIONAL GLAZING MAY BE STANDARD (DSB OR BETTER) OR IMPACT _ _ ' _ v
RESISTANT GLAZING. MAXIMUM GLAZING SIZE (DLO) IS 38-1/2"x13", 04 10/16/17 RL SED U-BAR CA.LLOUT.
GLAZI14G MAY BE SHORT-PANCL (NOT SHOWN) OR LONG-PANEL (I) 20 GA. BACKER PLATE AT EACH INTERMEDIATE
(SHOWN). SEE SECTION B-B ON SHEET 2 FOR DETAILS. HINGE LOCATION. BACKER PLATES ATTACHED WITH
GLAZING MAY BE INSTALLED IN TOP SECTION (SHOWN) OR DOUBLE-SIDED ACRYLIC ADHESIVE TO BACK OF DOOR.
INTERMEDIATE SECTION (NOT SHOWN).
A
E (2) 12 GA. GALV. STEEL TOP ROLLER
BRACKETS. SEE SECTION A-A ON SHEET
IITHREE FOR DETAILS-
r r "' r r r r r r r r r °
16 GA. MIN. GALV.
STEEL END STILES.
"° c - �-Vlnv "B"
n`- I I VIEW "C"
S
C C
TWO POINT Y--I) TRACK.INTORACK.
I I
f\u-Baa.
i-STRUT.
A QPTIDNAL OUTSIDE KEYED BRACKET
MAX.DOOR WIDTH.. I8'-2" LOCK POSITION. USED FOR
INSIDE ELEVATIONS BOTTOM
DOUBLE END SNAP LATCH ENGAGES
STILE. ONTO VERTICAL TRACK. END
DOOR HEIGHT q OF ONE SNAP LATCH ON— r STILE.
SECTIONS SLIDE BOLT LOCK EACH SIDE OF DOOR.
UP TO B'O' 4 ENGAGES INTO n o
B 0'3' TO 12'' S END VERTICAL TRACK. OUTSIDE cIl I U
]O'3' TO 12'0' 6 STILE ONE LOCK ON
I2'3' TO 14.0' 7 EACH SIDE OF HANDLE LOCK BAR
OUTSIDE I I -ID ENGAGES IN
14'3' TO 16'0' 8 I DOOR. KEYED f " TRACK ON
MAX SECTION HEIGHT 24' I HANDLE. STILE. EACH SIDE
INSIDE SI IDE BOLT INSIDE HANDLE OF DOOR.
THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE IOCK OPTION. OUTSIDE KEYED LOCK WITH OUTSIDE KEYIzDV�C' WITH
ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA SNAP LATCH LOCK OPTION- -CCK 3AR LOCKING.
BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON
I�4Q.. ASCE'?-10) FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED
GO�(EMM/��O��r� ANYBUILDING.
ROOFZSLOPE�A HAS4)TESTLVCWIDTH
NIACCORDANCE WTH ZONE. 3)
5;•\,� SF•.2 ANSI/DASMA 108.SITE-SPECIFIC CALCULATIONS BY A OUAUFIED
NO 632ff DESIGN PROFESSIONAL MAY DIFFER. MANU'ACTURING PRODUCT CODE
*' r
ULTIMATE IND DSIV-1^471
* SPEED(MPH) l60 165 175 185 200 ;
" /� DESIGN LOADS: 7_ P P.S.F. & 3.0 P.S.F.P.S.F. PART NO.: N/A
b' ti(""/"& .!r. TEST LOADS, +57.0 P,S.F, d -63.0 P
A —P STATE OF :QS EXPOSURE B, C,➢ B,c, D B. C B. c B 58
CATEGORY Unicsa Statco O;ncrelse _�'� a 8....5 P'se Ba�IcrorC L.4N➢LOAD RATING
e �` 70LERP.NCES c csan,DH aCSo LSA
••,l O P'�_` ®clapay Tet b.D", "DO
MEAN RUOF HEIGHT 25' 15' 25' 15' 30' .0 = _.031 Bddicg ceras C pcy F.No.5;3-770-58x3 VL G D P 3 8 T I
-OD = =.015 DESCRIPTION: 2"GA;LERY PUR DOORS 18'2%'' (SEE TABLE)
0000 = t.001 005
DRAIPN BY: sH DATE:1 D 13 scALE:Nrs
DESIGN ENGINEER: ,q,O = t.Oc1 /1 / DV40.
Degrees = z 1/T CIIE:CKF,D DY: SH DATE:i/'t0/13 SHEET 1 OF 4 SIZE
SCOTT HAMILTON, P.E. Unicsa S,.tca ooror.;ae
F ORIDA LICENSE No- 63280" D�1.'ENslOxS,wE�N wthES. DWG. NO.: :0•�82t-A/B VER:IBC
4 3 2 FLOORMA PRODUCT APPROVAL 16546
140DELS SHORT LONG j MODELS (LUSH GROOVED ' SHEE7: REVISIONS
GALDPAY LERY GD2SU, GR2SU GD2LU, GR2LU. CLOPAY CLASSIC 9202, HDPC20 19205, HDPR2O 2 �F •� .REV. N0. ZONE: DATE: ECN NOJ APPVD:j DESCRIPTION
HOLMES AR2SU AR2LU HEILM720504 - - - j - SEE RE:'IS10,% i;.S,CRY ON SHED CNE.
ARTISTRY ES CLASSIC 7202
IDEAL ED2SU ED2LU IDEAL CLASSIC 6202, NIF 66U 6205, MFR6BL'
EXPRESSIONS ¢o..1C�
D D
IMPACT-RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8"ACYRLIC UTES AVAI!A9LE. O=TIONAL ACRYLIC GLAZIP:G IS
IMPACT-RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM PLASKOLITE OPTIX OR LUCIIE CP APPROVED CC2 PLASTIC IN ACCORDANCE WIFH IBC/F3C
FRONT FRAME AND SABIC IP LEXAN 9034 (VERSIONS ALSO APPROVED: MR10, 9030, 2606.
90318, 90316, 90317, 90311, 90314, 90355) OR BAYER MAKROLON GP (VERSIONS THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THF
ALSO APPROVED: SL, AR, 15) APPROVED CCI PLASTICS IN ACCORDANCE WITH IBC/FBC WIND LOAD REQUIREMENTS OF THE FLORIDA BU.LOtNG CODE OR iN-ERN.ATIONAL BUILDING
2606 AND APPROVED C1 PLASTICS IN ACCORDANCE WITH FBC 2612. CODE BUT DOES ND7 MEET THE IMPACT RESISTANT REQUIREMENT FOR NINDBORNE DEBRIS
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE REGIONS (REF. CHAPTER 16 FBC/IBC).
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. I SECTION B-B (NON-IUPAC- RESISTANT GAZING OPTION);
s_ECT,ON B-B (I>V"PAC_-R1_SIS AN_r_C-AAI%'- Tlor,} C
FROkT FRAME 40iTH u:V. COATING CN O.:TSICE .
SUR-ACE. NOTE THAT S-ANDARD FRAME S
INSULATED DOOR SECTIOjjN NARROWER THAN IMPACT-RESISTANT FRAME.
—� ,25•
DECORATIVE FACADE.
( Ili
EXTERIOR OF DOOR. (12) X18-18 x 1/2"
SELF-TAPPING SCREWS.
Lj
INTERIOR OF DOOR. GLAZING. /
MOLDED IN Bx3/4" PAN HEAD SCREW.-
AINER. LIT- RETAINER.
j (12) y8-18 x 1/ MINUM FRAME
SELF-TAPPING SCRE1/4"THICK POLYCARBON
GLAZING.
I
IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEiVSBLY DETAILS
DRAWING 104921-A DRAWING 104621-B
�J% ................
... ENS..X02G
` MANUFACTURING PRODUCT CODE
No 6
DSIU-1F471
DESIGN LOADS: 438.0 P.S.F. 9• -42.0 P.S.F.
TEST LOADS:; .57.0 P.S.F. P: -63.0 P.S.F. PART NO.: N/A
: unless S1m :w
ed C:ncse I� 65ES Dckd SDU'eVdfd WINDLOAD RATING
• P;��t7: TOLRANCES Clopay to c^.,cH<5D4o 5A
't®
` 0 -770-4200 i. , 13 y
D P
.0 i.03: cc" =_ry .
.000 = t.015 DESCRIPTION: 2"GALLERY PUR DOORS 18'2'14 (SEE TABLE)
.0000 - m.00, DRnWN Bl:SH jDA'I'F.:1/:0/13 jSCALE;NTS !D1YG.
DESIGN ENGINEER: cdgrees - _i/2' CHECKED BY: SH 7 DATE:1/10/-.3)SHEET 2 OF4 !SIZE..J
SCOTT HAMILTON, P.E. M-0-
FLORIDA LICENSE No. 63286 D.6[T1S10AS AR:N 0,01:S. DWG. NO.: 104821-1/9 VER:IBC
-- 4 --- ----- 3 ''I`---- ; FUG-G11MA FRODMC T LappR0MQfL 16546
MODELS SHORT LONG MODELS FLUSH GROOVED REVISIONS
CLOPAY �1 st OF 4 DATE: :FTCC PVD: m-,,scRiPTiON
GALLERY GD2SU, GR2SU GD2LU, GR2LU CLOPAY CLASSIC 9202, HDPC20 9205, HDPR20 L T:NO.j AP
PVD:
AR2SU AR2LU 1 04 SEE REVISCN HISTORY ON SHEET ON,
ARTISTRY HOLMES CLASSIC 7202 7205
IDEAL
EXPRESSIONS ED2SU ED2LU IDEAL CLASSIC _8202, MFC681.) 8205, MF R68U
SILICOTNE.ND FILBACK SKIN OFDOORLED CHANNEL SEPAR.AT�S
�RCN
_vL
HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT 1
A
(NO LCA? �D
FROM OCOR) NOTES
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM,THE TRACK TO
THE 2x6 VERTICAL SYP (GRADE �2 OR BETTER) JAMES. NO LOAD FROM THE DOOR IS
-RAN SFEPRED TO THE HORIZONTAL (TOP)JAMB. URETHANE CORE 7 -,2 GA. GALN. STEEL TOP ROLLER
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF'+304'LB& -336 LB. PER LINEAR DENSITY 2.4 P.C.F.
BRACKET. EACH BRACKET ATTACHED
FOOT OF JAM11,
3. ALL JA_V8 FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A WITH (4) J144/8- SHEET METIAL
FASTENER FLUSH MOUNTING SURFACE. SCREWS.
TYPE 4. A 1/3 STRESS INCREASE�FOR WIND LOAD WAS NOT'USED IN THE CALCULATION OF ALLOWADLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, AND MASONRY.
MAX.D.C. PREPARATION OF JAMBS BY OTHERS TONGUE AND GROOVE 'DINTS. 27 GA. (0.016" VIN.) INTERIOR STEEL SKIN
=: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALLDRA';ON'3 OUAU7Y) 1'117., G-40 MIN. GALV..
FF THE RESPONSIBILITY OF TE �RCFESSIONAL OF RECORD FOR 7HE ____�GAK[D-CI`, =RfIvI'ER AND A aAKED-ON
'L;-DING OR STRXTURE AND IN ACCCRDANCF WT' CjRR,\'T 31, NO :IAII,7,-' -OP CDA- AP-LED TG
CODES FOR 1H., LOADS LISTED ON TH6 DRAWING.
2.6 V--RT!CN' JAMB Do'__ S�__� ct S
4-1/ 1 i4 CA. GALV. ROLLER HINGE. EACH HINGE
L FASTENED 10 END STILES WITH (4)
r�3 , #14x5/8" SHIT METAL AND (2)
4" TALL TAPER STRUT- 1/4-x3/4" SELF TAPPING SCREWS. SEE
0.062" NUN. CALV. STEEL. VIEVI "B".
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 80 RSI- MIN.
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VERTICAL JM413S OR SUPPORTING STRUCTURE) 3" TALL X 20 CA. GAL11. 50 KSI STEEL
U-BARS. ONE U-BAR ON EVERY
MAXIMUM SEC OTHER
ON-CENTER OTHER -TION. ATTACH W17!- TWO
DISTANCE STEEL I/4"x3/4" SELF TAPPING SCREWS PER
13 27 CA (0.016- MIN.) EXTERIOR HINGE LOCATION.
BUILDINGTYPE FASTENER TYPE FASTENERS'IRE IRED? STEEL SKIN (DRAWING
BETWEEN WAS ERIS EXTERIOR
-STRUT PER SECTION. (SEE
81 OCK AM I. jL4' "IN LIABEQ TI.A CONCRETE ANCHOR 5" .,O.D. WITH G-40 MIN. GALV. LNE 4" 1
-E- _p�g 1 C.G..0 -TE3 -D-) EACH. T-STRUT AFIACi-D AT
'CRETE 1-11F M 'ON CONCRETE
. E�2 13- 41 .0BAKED-ON POLYESTER PAIN EW
't!�
3CQG PSI MIN. CON ANCHOR
E3EAC,-I HINGE LOCATION
M A
FI 1. 3/8-X 1-1/2"MIN.EMBED SIMPSON STRONG-TIE SLEEVE ANCHOR TOP COAT APPLIED TO BOTH. NON WITH (2)
-
.55 SGI 112.".3" 1 AG SfRFU(ASTM A307, GRADE A) 1-112"EMBEE)INTO STRUCTURE 1 I C.D. SIDES OF STEEL SKIN. 1 1/4".3/4" SELF TAPPING SCREWS-
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. 3" TALL 50 KSI U-BAR 12 CA- GALV. STEEL- BOTTOM BRACKET ATTACHED
NTH (2) IJAX5/8" SHEET METAL SCREWS.
MINIMUM DISTANCE BEIRVEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2". EXCLUDING STUCCO THICKNESS- 20 G_ GALV. STEEL.
3" ALUMINUM EXTRUSION h VINYL WEATHERSTRIP.
1-7/8"
#14x5/8' SHEET METAL SCREWS
SECTION A-A fS]DE VIEVI)
............ 0
0 10
MANUFACTURING *PRODUCT CODE
00 00 0, DSIU-1F47'1
1/4".3/4" SELF %'/,
oo �_ I DADS: -38.0 IS.F. & -42.0 P.S.F
DESIGN
TAPPING SCREWS. TEST LC�DS: +57.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A RAT
14 GA. END HINGE 18 �'A� (21N.) 11 �MEDIAT- HINGE z luclo pay D�k� IWINDi.DAD INC,
ZER
VIEW "B 1�0 ICE I.I.. - CH 4-140 USA
TJ �l DP38T
% .0 ±.031 ct_.,.�.y Fc.I...513-77C-85,3- \A/o
%N% .00 t.015 DESCRIPTION: 2" GALLERY PIJR DOORS 18'2'*W (SEE TABLE)
DESIGN ENGINEER: Deg
0 =
03 DRAWN BY:SH DATE,I/I'-/13 1 SCALE:NIS DWG.
'Go
'12' CHECKED BY: SH i DATL:1/10/13 SHLET 3 OF 4 ISIZE 1__J
SCOTT HAMILTON, P.E. UN-sl—,I ol -1
FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN NOTES. DRO. NO.: 11714821-i�/B VE'R.-113C
I.-AMWTAIMOURVAL t 6346
4 o_l2 FUlQlnlJ0_1A\ P
4 3 2 r
MDDELS SHORT LONG MODELS FLUSH GRDUVED SHE'I' REVISIONS
CLOPAY GD2SU, GR2SU GD2LU, GR2LU CLOPAY CLP.SSIC 9202, HDPC20 9203, HDPR20 OF It ,RF.V. N0. ZONE: DATE: ECN NO.;APPMF DESCRIPTION
GALLERY
HOLMES I I 04 - - - - SL_ REVISION HISTORY ON S.-.--ET ONE.
ARTISTRY AR2SU AR2LU H:OLMES CLASSIC 7202 720
IDEAL ED2SU ED2LU IDEAL CLASSIC 8202, MFC68U 9203, MFRGBLJ
EXPRESSIONS
NOTE:TRACK CON=IGURATION ABOVE THE 7 D
2" TRACK CONFIGURATION'. HORI_ONTAL TRACK
D DOOR OPENING
DOES NOT AFFECT THE SUPPORT BY DOUR
/%ND LCAO RATING OF THIS DOOR. r INSIALLEER (TC SUIT).
:/. DOOR COUNTERBALANCE SYSTEM )AYR CONFIGURATION
1 DOOR 2" TRACTS.
HEIGHT "L"
�-
13 GA GALV. STEEL FLAG BRACKET ATTACHED TO 6'-6' 70-
JAM0 V(ITH (3)5/16" X 1-5/8"LAG SCREWS
AND TO TRACK WITH (2) 1/4` RIVETS.
76" 1"DOOR OVERLAP(EACH SIDE)
i 8--p"I 2x6 SYP WOOD JAMB.SEE i OPTIONAL STOP MOULDING BY INSTALLER(10 SUI).
'' 8'-6"1 94" "JAMB?REPARATION NOTE". ! - '�-�1:77 (, x / WAFER SCREW.
u : AS ROD: SPACING NTE 14`C.C. �' 16 GA GALV.STEEL DOUBLE—END—STILE .AS$.'E' H 1` g8 1 2"
x 9,_O"
-0"100" r
0 ENC STILE DIV.: 5-3/4 i. 2-1r 8"% 318`.
00 6.." 2" GALV, STEEL TRACK, r0-0"112' A J <
TRACK THICKNESS: 0.083". 10'-6 118" 2-1/2•X 12 GA GALV.STEELI, (
11 1"-0"124"1 "RACK BRACKETS FASTENED TO -
50" ll,-6"130" 1'4000 JAMBS'1nlH 5/6"X 18 GA. GALV. STEEL CE:JTER HINGE
r 7/i6" I.D_ ROUND
v •L" 12'-0"13e- 1-5/8 :AG SCRE155 NCT TC �.4 FFS±E•\ED TO SECTION Y!/(4)EACH
11 2 6.14 PUSH t U
�, � EXCEED 7a"CN-CENTER. S N q >)b SH T L.EIAL SCREWS.
x 38
TYP 2-1/2"X 12 OA C1v. 13 0`.148" ty f^
z STEEL RACK 3RAC4' 1j 6".155" / 4 nt SI R E4 -W.CES 'AS `r O ENDS.I ES l7/1 EACH (1^.4x5/8" Ll
r .I 1T:.C, 1 0 .At.'J n, i ('; 14 �'i6",.i r 11 S•'... .. _..:.,r_ .... ..A.. c,._ ,' lC a..K.:tr7 '�.K .� \GC.
5/16 X 1-5/8"LAG SCREW PER < 2"GALV. STEE_ (RACK FASTENED TO `
1 O TRACT( BRACKET. 15-0"!172" 12 GA GALV SIELL TRACK BRACKETS _
g" 7 WITR Ef7HER(2) 1/4"Oto RIVETS OR T-2 DIA. 7-1/2"_Cn'G S'E V. '0 BA-L STEEL RDL_ER Vii- STEEL DR NYLON TIRE.
10• i6' 0• 84" (1) 1/4"X 5/8`BOLT& NUT PER
,12' TRACK BRACKET. SECTION C-4
/ LHR BRACKET (2-1/2•x 5-3/4"x 12GA)
PREPARATION OF JAVBS BY OTHERS ATTACHED W".4(,2) 1/4"x 3/-•SELF TAPPING
SCREWS.'ROTE THAT LHR BRACKETS ARE ALSO
USED 1WTH "DOUBLE ENC STILE`AS SHOWN IN
NOTE:TRACK CONFIGURATION ABOVE THE ZONE 3-3 SHEE. 1.
TRACK CONFIGURATION. NOTE,
OPENING DOES NOT AFFECT THE C�
WIND LOAD RATING OF THIS DOOR. JAMB CONFIGU'RA710N DOU9LE TRACK
3" TRACK. tOV!HEPDRDOM O TP ION
(AVAIL. FOR BOTH 2"AND 3"TRACK)
HOR!ZONTA:_
5
I-DOOR OVERL.L (EACH SIDE) Y iFWCK.
B ` 2.6 SYP WOOD JAMS. SEE OPTIONAL STOP MOULDING BY DOOR I%SALLER(TC SUIT).
3-GALV.TAPERED STEEL TRACK AND ANGLE.TRACK 4 "„AMB PREPARATION NOT-". �,'.y ./2, .. :E CA GALV.STEEL DOJBLE-END-ST1LE FASTENED WITH(1) ,p8 X 1/2"WAFER L7
THICKNESS:0.701".ANCLE THICKNESS:0.080". `HORIZONTAL TRACK :.2 SCREW. END S7!LE DIM.: 5-3j4 X 2-1;'8"X 3/8".
_ WIN.ANGLE DIMENSIONS 3-1/4"x 2-7/8". SUPPORT BY DOOR
VERTICAL/HOMZONTAL TRACK 14"MA%BdUM SPACING INSTALLER(TO SUIT). :
,- JUNCTION, TWD 1/4•DOLTS �— FROM TAS 1,IGUNTING 3-1/4"x T-7/8".VIN. x D.CfiO`TAPER•C
& NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE.SEE LAG 80LT MGUNTWG AT TRACK CI - _ ;�- 18 GA,GALV. STEEL CENTER HINGE
_ 1 CONFIGURATION BELGN. 7/16'I.C. ROUND FASTENED TO SECTION W/(4) EACH
i PUSH 7447
ADDITIONAL IVOUNTINC SLOTS J FASTENER '1`x5/8" SHEET METAL SCREV(S.
SPACED AT 12"CENTERS. J
o - O.1C1"THICK 3"G,SL'V. STEEL TRACK FASTENED 4 G4. GALV, STEEL ROLLER HINGES FASTENED TO END
I" HAI,�����i n �12"ON CENTER E TAPEREC ANGLE.TRACK AT'"SOL TO STILES2)114 EACH NI4.518"PPING SHEET VER ND SCREWS
HINGE.
,, TAPEREC ANGLE WITH ONE t/4"x5/8"BOLT @ /` SELF TA>PING SCREWS?ER END HWGE.
T i i NUT A- EACH MOUNTING SLOT.
S2 46"�. C�•////•• = 3"CIA S-1/2" LONG SIEIA BALL BEARING STEEL ROLLER.
*•:• O 63Q�6r'. '� - SE.Ojlpy_C-G 11•f4NUFACTIIRING PRODUCT CODE
-•3t" ONE.Y"TRACK BOLT AND NUT AT EACH .,';; °`',yJ+,_.'jl.• PREPARATION „AVBS B" OTHF.RS. DS I L)-I�471
IAOUNLNG SLOT LOCATION.
/ a DESIGN LOADS: +3B.D P.S.F. & -42.0 P.S.F. I
0 / TEST LOADS: +57.0 P.S.F. & —63.0 ?.S.=. I P;1R'1' NO.: N/A
f1
Unless SAmea O:cer.lse 8585 Du 13-k,•erc WINLLOAD RATING
- -22" HEIGHT TRACK LENGTH ® h!csxl,OH 45040 U�..A
F o R l o r-
D"17z o - 031 ®Clopay AN
rcL:ao.5u-770-4EDa ,.
, 8'-0" 84' . _ Bu;Erq p„_��:=C-9.y Ec. 513_!.0-4654 J c D P 3 3
�ONA'E�.�`% - -1HE
0” p•�0T�68" DSTANCES"A6 THC/Rf.CKVDCL SV(LEry3-1/ACED 7,70"AVE T4" .00
= -015 iDESCRIPTION: 2" GALLERY PUR DOORS 18'2"A` (SEE TABLE)
12-0 732' 4b".ETC.}. .+.DDITIOWL' TAG SCREWS!OCt.T ED AT 16".28", & .enoe _:,., DRAWN BY:SH DATE:I/10/13;SCALE:NTS DWG.
-J-1%2" I l4-O 156
DESIGN ENGINEER: — 16-G teD 4C"FROM BDTTOM. NTD LAG SCREWS ALSO LOCATED ABOVE Deg.ees = r1112 CHECKED BY: SH DATE:1/10/13 SHEET' 4 OF 4 SIZE
�:/r/.•'/• ']T/'4 VERTICAL
SCOTT HAh11LTUN, P.E. HORIZONTAL TRACK JUNCTION./
IUn'ess Staten 0:-.«..4sc
`FLORIDA LICENSE NO. 632136 ------- -- --- --- DICNO.: 104821—A/B�.I
FR:IBC
4 2FLOGUDaPRODUCT' APPROVA
L 16546