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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL16107-R9
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
I
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason, OH 45040
(513) 770-6062
mwesterfield@clopay.com
Authorized Signature Scott Hamilton
shamilton@clopay.com
i
I
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
-i Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Scott Hamilton
the Evaluation Report
Florida License PE-63286
I i
Quality Assurance Entity Intertek Testing Services NA, Inc.
Quality Assurance Contract Expiration Date 12/31/2028
Validated By Gary Pfuehler
_'• Validation Checklist- Hardcopy Received
Certificate of Independence FL16107 R9 COI Certification of Independence of Validation Entity-
Gary Pfuehler.odf
FL16107 R9 COI Statement on Independence of Evaluation Entity-
ScottHamilton 120424.Ddf
Referenced Standard and Year(of Standard) Standard (Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 :2005
ASTM E1886 2005
ASTM E1996 12009
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
https:/Auww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2°/p2f5piPViHU22RIyt'EPY2EAeA%3d`/pad 1/5
6/1/2017 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/14/2016
Date Validated 10/20/2016
Date Pending FBC Approval 10/21/2016
Date Approved 12/14/2016
Summary of Products
Go to Page Page 1/3
FL# Model,Number or Name Description
16107.1 01 W6-16 DSIE-1F171: 4300,4301, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior
4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) Double-Car(97"to 16'2"wide)
67,67G, 68, SP200, SF200, SE200, WINDCODE®W6 Garage Door
6200, 6201, 6203
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R9 II 104724-A-Rev03-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 or FL16107 R9 AE CBPC 121212-A.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact). f
i
16107.2 02 W6-16 DSIE-1F171: 4300, 4301, Double-skin Insulated EPS (exterior skin 27 ga, min.'; interior
4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) Double-Car(97"to 162"wide)
67, 67G, 68, SP200,SF200, SE200, WINDCODE®W6 Ga age Door
6200, 6201, 6203
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R9 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 R9 AE CBPC 121212-A.pdf
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-2F153: 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-Resistant
GDSS, GRSS,ARSS, EDSS Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R9 II 104710-A-Rev03-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: +36 PSF/-42 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R9 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-2F153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double-Car(9'2"to 1:6'2"wide)
94,42, 48, 42B,48B, 4RST, 6RST, WINDCODEQ W6 Garage Door
GDSS, GR5S,AR5S, EDSS
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R9 II 104710-B-Rev03-sioned.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 R9 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.
I
i
16107.5 05 W6-16 PAN-2F143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double-Car(9'2"to 1167"wide)
48,48B,4F,4RST WINDCODE@ W6 Garage Door with Optional Impact-Resistant
Lites
Limits of Use Installation Instructions
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhIO9aYpgetu2°/"2f5piPVjHU22R]VtciEPY2EAeA%3d%3d 2/5
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE" RAISED PANEL E14B0SS DOORS sNECT•
_REVISIONS
MODELS 24 GA 25 GA 25 GA 24 GA MODELS W� 25 GA _- _. I OF 4 REV. NO, ZONE: DATE. ECN NO, APPVD: DESCRIPTION
IDEAL 4q4BB42,
6RS7 2RS7 4F HOLtdES-'ARTISTRY' -•,,, ,DSS, CRSS 03 - 6/24/13 - SH ADDED LONG PANEL OPTION.
CLDPAY B4A3, 75 76, 75L 98 CLDPAY 'GALLERY' G
_ -AR5S
HDLM£S 48, 42B -- -- IDEAL 'CARRTAGE HOUSE' EDSS
ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS
SHORT LONG FLUSH SHORT PANEL LOCATION.ATTACHED W/TOG-L-LOC (TOP &BTM)AND
p URETHANE ADHESIVE (ALONG CENTER).
CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC"
-+.-A LONG PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS.
OPTIONAL GLAZING MAY BE STANDARD OR EXTRA STILES MAY BE STANDARD (SHORT PANEL. 0R
IMPACT RESISTANT GLAZING. ONLY SHORT EXTRA STILE (LONG PANEL). SEE TABLES BELOW.
GLAZING IS APPROVED, SEE SECTION B-8 ON
SHEET TWO FOR DETAILS. (GLAZING SHOWN IN GLAZING SHOWN IN TOP SECTION.
—INTERMEDIATE-SECTION:) — --—.-
7 , f
B r•- ,. �VIEW "B" (SEE SHEET THREE).
zf
C
wfl
o x VIEW "C" (SEE SHEET THREE).
76 GA. END STILES ATTACHED TO
88 DOOR SKIN WITH PATENTED
TOG-L-LOC SYSTEM (TOP, 90TTOLI & _
CENTER).ATTACHED TO TOP AND
BOTTOM RAIL WITH PATENTED
TOG-L-LOC SYSTEM.
TWO POINT LOCKING
INTO TRACK,
T"'-'-"+"A OPTIONAL OUTSIDE KEYED LOCK POSITION. (2) LHR TOP BRACKETS USED AS
MAX. DOOR WIDTH 16'-2" INNER BOTTOM BRACKET.
INSiO (,EVATIINS (1) 3-IM ROLLER CARRIER (P/N
LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 SN' PER VEHICLE,0120394) USED WITH 3"TRACK. SNAP LATCH ENGAGES
ONTO VERTICAL TRACK. END
DOOR HEIGHT R OF
SECTIONS ONE SNAP CATCH ON STILE.
UP TO 7'0' 4 'CLASS76'RAISED PANEL EMBOSS DOORS SLIDE BOLT LOCK
EACH SIDE OF DOOR.
MARRIAGE HOUSE'RAISED ENGAGES INTO
7"8' TO 9'9" S SS2fR1 PANEL LONG PA'4EL -' PANEL EMBOSS DOORS END VERTICAL TRACK.
9'0' TO 10.6• 6 •OF INTERN. R pr STD B pr NN. SNORT PANEL STILE. OUTSIDE
10'9' 7D 22`3' 7 DOOR VIDTN STtLES DOOR VIDTH INIERH STILE 1NICAH STILES ONE LOCK ON
(PCR ILCTIOY) (PER SECTION) (PER SECTIOv) d Or TRIERK HANDLE.
DOOR vIDTH sT1LEs EACH SIDE OF OUTSIDE LOCK BAR
12'5' TO 14'0' B 9`.2'TD 9`161 3 9.2•TD It a• I z tPER SEETIO DOOR. KEYED END ENGAGES IN
14'3' TO 15'9' 9 m•a•TD D•w` 4 tr4•xp 14'79• 2 3 9'2'TD Irco' a HANDLE. STILE. TRACK ON
16'0" IO Y2 q•f0 1074' 5 ITT,TO 76.2• 3 4 itl'2'TO IT•4' N/A EACH SIDE
I9'q'i0 7S9a' 6 SEE NOTE 9ELDV REGARDtNG EXTRA IT'b'TD 74'6' S OF DDDR.
HAX SECTION HEIGHTS 21" 16^V TO 16`2• 7 STILES ptd LONG PANEL DOE S. Ira•Tp s6•r 7 INSIDE SLIDE 3 INSIDE HANDLE
_ LOCK OPTION. =SIDE KEYED LOCK WITH OUTRIDE KEYED LOCK WITH
EXTRA STIFFS FOR LONG—PANEL MODELS. SNAP LATCH LOCK OPTION- LOCKING
t,11T1 jtr ADDIRONM.T6 CA COWEROAL ItOEWd.SOLES REOUITED AS UOTED ON
,`,cjTHE TABLES ABOvE.
�A CEN /*-rl?`f�r. EMSTING RES r AL CEENTER�STEu sCOMMERtu CEEH�TERTSnvLES ARETHE THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE
�,.�. �j$`'.� ''1 ATTACHED NRH FOC-L-LOC(TOP'u BUTTON)OR(A)3/16-POP RNETS ULTIMATE iVIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA
No B3 D • OR(4)18 SHEET METAL SCREWS. BUILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON HNttF
ASCE7-10)FOR THE FOLLOWING CONDITIONS: I)ENCLOSED AACTtiRTNG PRODUCT 000E
` f+•-•-' BUILDING.2)DOOR HAS 2'OF WIDTH IN SHORT PANEL: PAN-22153 BUILDINGS END ZONE, 3)
ANY ROOF SLOPE,AND 4)TESTING IN ACCORDANCE WITH DESIGN LOADS: •135.0 P.S.F. 8E -42.0 P.S.F. LONG PANEL- PAN-22116
��C3�. STATE OF :'uf` ANSI/DASttA 20& SBE-SPECIFIC CALCULATIONS BY A QUALIFIED TEST LOADS: +54.0 P.S.F. & -63,0 P.S.F. PART NO.: MIA
DESIGN PROFESSIONAL MAY DIFFER. UAkas stat"Qtne..isa (� $585 Duke BoatevOrd VINDIDAD RATING
UITtNATE WIND TOLERANCES A.e =�irlQp�y Boson.ON 45040 DSA
�'�ts ...... C?,,+ SPEED CEPH) ISS 160 170 IBD 195 Tei,N0.Sia-770-4DC9 ry
l lVAL ilt4� EXPOSURE 00 - 1.015 DESCRIPTION: 2-2"STEEL PAN DOORS 316.2•W(SEE TABLE FOR LE f OD LS)
CATEGORY 8,C,D B,C.D &C D,C 8 000= #.005
RESIGN ENGINEER: tJDOO #,DDI DRAWN 8Y: Sm DATE: 12/19/7 SCALE:NTS DW1G.2T �
SCOTT IA611lTON, P.E. MEAN ROOF HEIGHT 25' 2S' $5' 15' 30' 0e9ree6>= t 1/2• CHECKED BY: SH DATE: t 1/20/12 SHEET 1 OF a SIZE!J
FL IDA LtCENS N0. 63 B6
UDRMif(a5t6NSCD+.4DEt IN IMCHES.OWG. NO.: 104720-A/B VER:IOC
s
4 3 2 1
'CLASSIC' RAISED PANEL EMBOSS DOORS - 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
MODELS 24 GA 25 GA 1 25 GA 24 GA MODELS 25 GA - 2 OF--4-REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 64A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S 03 - - - SH SEE REVISION HISTORY ON SHEET ONE.
IDEAL 47
S1
6RST 2RST 4F HOLI4ES 'ARTISTRY' AR5S
HOLMES 48, 481 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S
SHORT LONG FLUSH SHORT PANEL
D p
-.--- — -IMPAC-T-RESISTANT-CONSTRUCTION: -STANDARD-ASSEMBL-Y-CONSTRUCTION: -----
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8"ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS _
IMPACT-RESISTANT. OPTIONAL INJECTION-IAOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC
GLAZING IS GE LEXAN SLX2432T,AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606.
IBC/FBC 2606 AND AN APPROVED C1 PLASTIC IN.ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WAND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC).
SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION
G DETAIL
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
TAI ' ' -�` 76:�:;GtAZINC�
MANT FRAME.
OPTIONAL DECORATIVE t
TIPURPOSE HIGH BOND TAPE � I25
SNAP—IN INSERT. WEEN FRAME AND FACADE).
LORATIVE FRONT FACADE.
osee� MOLDED 114SIDE
STRUCTURAL SILICONE SEALANT LITE RETAINER.
(BETWEEN STEEL SKIN AND FRAME). #8x3/4 PA14 HEAD SCREW
(10 SCREWS PER UTE).
IAfPACT RESISTANTONE-PIECE INJECTION FASTENED TO FRAME WITH
MOLDED BE LEXAN (10)#B x 3/4"PAN HEAD MACHINE B SCREWS. p SLX2432T FRONT U
FRAME&GLAZING.
IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 104710-A DRAWING 104710-B
6'0 I- HAM/4T,,
4'rpC.��CENg�;oy10
�`*I• NO 6 (2I * MANUFACTURING PRODUCT CODE
�7v`-�/I SHORT PANEL- PAN-217153
' DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. N AN PAN-2F156
TST LOADS: 54.0 P.S F. & -63.0 P.S.F. PART NO.: N/A A
Uaress Slated Olnarwlse 8585 Duke Boulevord WINDLBAD RATING
1QP:���: TOLERANCES a,a M Clopay Tel.4, 5 aso4o 05A
Tel.tfo.513-T70-i o, w 6 D P 3 6 T
��� .0 ::.031 6u74m Produ:ls Canpany Fee Nu,513-77o-1653
.DD= t.015 DESCRIPTION: 2-STEEL PAN DOORS 16'2'Y! (SEE TABLE FOR MODELS)
.000 = t_005
DESIGN ENGINEER .0000 = t.001 DRAWN BY: SH DATE: 11/19/12SCALE: NTS D%7G.
Degrees . t 1/2' CHECKED 8Y: SH GATE: 11/20/12 SHEET 2 OF 4 SIZE L
SCOTT HAMILTON. P.E. Unless Sloled Olh<r,rye
F(WIDA LICENSENo. 63286 mueN5loNs ARE ur n+cnEs.DWG. NO.: 104710-A/B VER: IBC
4 3 2 GLODA'UPODMOT APP ROYAL 16107
-
_� 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CAR [AGE HOUSE' RAISED PANEL E14POSS DOORS SHEET. REVISIONS
MODELS 24 GA 25 GA 25 GA 24 GA MODELS 28 GA 3-OF 4 IREV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' I GOSS, GR5S 03 - - - SH SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST 6RS7 2RST 4F HOLMES 'ARTISTRY' A
HOLMES 48, 48B 42, 42BI IDEAL 'CARRIAGE HOUSE' EDSS
SHORT LONG FLUSH SHORT PANEL 1-2"THICK
D D
HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NO LOAD FROM DOOR) T (2) 12 CA. GALV. STEEL TOP ROLLER
NOTE 25 GA, (0.019" MIN. THICK) BRACKETS (2-1/2"x 5-3/8"). EACH
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO DDS STEEL EXTERIOR SKIN �BRACKET ATTACHED W/(4) 114x5/8" SHEET
THE 2x6 VERTICAL SYP(GRADE p2 OR BETTER)JAMBS.NO LOAD FRO41 THE DOOR IS WITH G-40 GALVANIZING, 1
TRANSFERRED-TO-THE_HOR20NTAL-(TOP)-HORIZONTAL
--BAKED-ON-PRIMER-AND-A-- - �.1 METAL SCRE4VS, ADJUSTABLE SLIDE ATIACHED
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+288 LB Mt -336 L8.PER LINEAR BAKED-ON POLYESTER PWNTED TO TOP BRACKET WITH (2) 1/4"xt/2" BOLTS
- - -FOOT OF JAMB. TOP COAT APPLIED TO BOTH -AND NUTS PER BRACKET,
3, ALL JAMB FASTENERS MAY BE(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A
FASTENER FLUSH MOUNTING SURFACE. SIDES OF STEEL SKIN.
TYPE 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.
MAX.D.C.
SHIP
li JOI TSP 14 GA. MIN. GALV_ ROLLER HINGE. EACH C
p.•A HINGE FASTENED TO END STILES W/(4)
2x6 VERTICAL JAMB 1144/8" SHEET METAL AND (2)
1/4"x3/4" SELF TAPPING SCREWS. SEE
1-4"— VIEW "B".
4-1/
L ONE 4" T-STRUT PER SECTION. (SEE VIEW
2x6 JAMB TO SUPPORT114G STRUCTURE.ATTACHMENT VIEW 'D" 'U") EACH T-STRUT ATTACHED AT EACH
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE 70 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) 4"TALL TAPER STRUT. �HINGE LOCATION WITH (2) 1/4"x3/4" SELF
MAXIMUM 0.057" MIN. GALV. STEEL,
TAPPING SCREWS.
ON-CENTER 50 KSI. MIN,
DISTANCE STEEL
BUILDING TYPE FASTENER TYPE FASTENER
EN RECUTWASHRS
FASTENERS'REQUIRED?
BLOCK WALL 1 4" 1— d"]MIN. 1.1 O TAP N CONCRETE"CH
7-1 2" 1-O.D.
3000 PSI MIN.CONCRETE t 4 x 1 LAIN.EMBED TAPCON CONCRETE ANCHOR 8-1/4" 1"O.D.
B 3 8 X 1-3Z4"MIN.EMBED AA'EJ-IT ANKR TITE SLEEVE ANCHOR 16-1/2- INCLUDED
IMIN
4 P . R "MIN,EMBED WEJ-IT ANKR TI ANCHOR
d" I U O
lV A 4 7 A 1- 1. NT T 17-3/4" V D.Offi
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-I/2"',EXCLUDING STUCCO THICKNESS. 12 GA. MIN. GALV. STEEL BOTTOM BRACKET
ATTACHED WITH (2) 1146/8" SHEET METAL
SCREWS.
!l��i 114x5/8" SHEET METAL SCREWS ALUMINUM EXTRUSION &VINYL WEATHERSTRIP.
HAM� � SECTION A—A (SIDE VIEW)
o
: 0 0
4
1 1ANUFACTURING PRODUCT CODE
*::• No 6 �a ';•* 00 O O ONGTPANELLPANN 2F7563
1/4"x3/4" SELF DESIGN LOADS: +36.0 P_S.F. & -42.0 P.S.F.
TAPPING SCREWS. TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A A ��i9�Qi,�n F�;�s'•s•L$•/TOAO(t)RE/\1S.QOE.Fp�•'��,(,V����/`�, 14 GA—. END HINGES 18 GA. hMIN.) INTERMEDIATE HINGE Unless Stated Othexisa
&585 Duke BoutevorQ
VINDLOAD RATING
4
VIEW '� VIEW "C TOLERANCES ala u'OnayMlasonOH 45040 USA
806nq Producs Cmpg,,/ Fox No.513-770-853WDP36Tlei.Ro.513-770-4800
0 1.018
.ODD 3.005 DESCRIPTION: 2"STEEL PAN DOORS 16'2"W (SEE TABLE FOR MODELS)
DESIGN ENGINEER: 72.0000 = 1.001 DRAWN BY: SH OATS: 1 1/19/12 SCALE: NTS DwrG.R
Degrees = t t/7.' CHECKED BY. SH DATE: 11/20/ SHEET 3 OF 4 SIZE .1J
SCOTT HAMILTON, P.E. Unless Slat aa Omarwtaa
FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN I::CHES.DWG. NO.: 104710-A/B VER: IBC
4 3 2 G L OO Q0D a, p ODMC T APPROVAL 16107
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET- REVISIONS
MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GR -4-OF--4-IREV.NO.-ZONE:—DATE:--ECN-N0. APPVD: ---DESCRIPTION
CLOPAY 64A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S 03 - - - SH SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S
HOLMES 46, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S
SHORT LONG FLUSH SHORT PANEL D
D HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER(TO SUIT.
NOTE-TRACK CONFIGURATION ABOVE THE DOOR COUNTERBALANCE SYSTEM AM.B CONFIGURATION
DOOR OPENING DOES NOT AFFECT THE DOOR DOORS UP TO 800 LBS.
WIND LOAD RATING OF THIS DOOR. HEIGHT "L"
13 GA GALV. STEEL FLAG BRACKET ATTACHED TO1-DOOR OVERLAP(EACH SIDE)
JAMB WITH (3)5/16'X 1-5/8`LAG SCREWS -6"' " STOP R10ULOING BY DOOR INSTALLER(TO SUIT).
7'- 16 G0.GAIN.STEEL ENO STILE.
—t
AND-TD TRACK_WrTH-(2)-1/4_RPlETS. •• 2x6 SYP WOOD JAMB. SEE--—= - - - ETS.- - - __._18_GA._CALV._STEEL DOUBLE END STILE.
"JAfAB-PREPARATION-NOTE"-88" NOTE .;�.. ---- - ---
2"TRACK CONFIGURATION = _ _ ___ -0 _ 20 G0. MN.GALV.STEEL NTERM,STILE.
DOORS UP TO 800 LBS, AS ROD:SPACING NTE 14"O.C. _D• 1 p" 16 G0.GALV. STEEL INTER.
9_6. 2-1/2-X 12 GA GALV. STEEL / HINGE FASTENED TO CENTER
0 10-0' TRACK BRACKETS FASTENED TO J STILE W/(4)EACH #14x5/8"
g 63" 2"GALV.STEEL TRACK, 1 _ WOOD JAMBS WITH 5/6"X I-5/8` SHEET METAL SCREWS.
TRACK THICKNESS:0.083'. 0- " 4" LAG SCREWS NOT TO EXCEED 14' 1
u ON-CENTER.MIN.OF(9)LAG `7/16"I,D. ROUND
1s 50' I 1-6 SCREWS REQUIRED PER JA 13. PUSH NUT
.L. " " FASTENER.
12-5"142" 2'GALV.STEEL TRACK FASTENED TO
=
110.
38` NP.2-1/2"X 12 CA GALV. - "14 12 GA GALV STEEL TRACK BRACKETS 14 G0.GALV_STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH((14x5/8"
WITH EITHER(2) i/4"DN.RIVETS OR SHEET lAETAL SCREWS AND(2) 1/4"SELF TAPPING SCREWS PER ENO HINGE.STEEL TRACK BRACKETS, 13-6"1 4'ATTACHED TO JAMB WITH (1) 14'- " (1) 1/4'X 5/8"BOLT&MUT PER
24' 5/16•X 1-5/8"LAG SCREW PER 14'-6` TRACK BRACKET. 2`DM.. 7-1/2-LONG STEM, 10 BALL STEEL ROLLER 1V"STEEL OR NYLON TIRE.
TRACK BRACKET. 16-0" SECTION C-
3-1/2" LHR BRACKET(2-1/2'x 5-3/4"x 12GA)
PREPARATION OF JAMBS BY OTHERS ATTACHED WITH (2) 1/4"x 3/4"SELF TAPPING
SCREWS.NOTE THAT LHR BRACKETS ARE ALSO
USED WITH "DOUBLE E140 STILE'AS SHOWN IN
ZONE B-3 SHEET 1.
NOTE:TRACK CONFIGURATION ABOVE THE
3" TRACK CONFIGURATION DOOR OPENING GOES NOT AFFECT THE DOUBLE TRACK
DOORS 800 LBS AND OVER. WIND LOAD RATING OF THIS DOOR. JAMB CONflGURATION
DOORS 800 L65 AND OVER, lour HrQDRoorn OPTION
' CENTER HANG REOUIREO FOR (AVAIL.FOR BOTH 2`AND 3"TRACH)
DOORS OVER 8'HIGH.
DOUBLE HORIZONTAL
/. 1`ODOR OVERLAP(EACH SIDE) h' TRACK.
SUIT). B
-I STOP MOULDING BY DOOR INSTALLER(TO
T NU
"GALV.TAPERED STEEL TRACK AND ANGLE.TRACK 2x6 SYP EPAR ION SEE 16 GA.GALV. STEEL END STILE.
B t _ JAMB PREPARATION NOTE".
HICKIJE55:0.101".ANGLE THICKNESS:0.080'. HORIZONTAL TRACK IB GA.GALV.STEEL DOUBLE FPID STILE.
IN.ANGLE DIMENSIONS 3-1/4"x 2-7/B". SUPPORT BY DOOR N/1161".1).
MIN.GALV.STEEL INTERN.STILE.
ERTICAL HORIZON17AL TRACK 14"IAAXIMUM SPACING INSTALLER(TO SUR). 18 GA. GALV.STEEL INTER,
/ 3-1/4"x 2-7/8"SHIN. x 0.080`TAPERED HINGE FASTENED TO CENTER
NCTION.TWO 1/4'BOLTS FROM LAST MOUNTING ANGLE. SEE LAG BOLT MOUNTING BELOW. STILE W/(4)EACH 814x5/8`
& NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION aSHEET METAL SCREWS.
` UND
_ { ` PUSH NUT
¢ AOOITIONAL MOUNTING SLOTS {4L FASTENER.
o SPACED AT 12"CENTERS. 14 GA.GALV. STEEL ROLLER HINGES FA57ENED TO END
0 0.101"THICK 3"GALV. STEEL TRACK FASTENED
,stir rtirJF, Y 70 TAPERED ANGLE.TRACK ATTACHED TO AANDE(2) 1/4"SEL CH�APPING SCREWS PER 14.5/8"SHEET METAL
ENDSCREWS
HNGE.
>>SiO,(Z .... �����` _ 12"ON CENTER TAPERED AtJGLE NUTWITH
AT EACH MOUNTINGBOLT
SLOT.
cj 3"DIA.8-1/2"LONG STEM BALL BEARING STEEL ROLLER.
i MANUFACTURING PRODUCT CODE
N � y secTloN c-c
* •.1t% w [46
NE.Y."TRACK BOLT AND NUT AT EACH ./v, xt,Jlsfi €�%i•% PREPARATION OF JAMBS BY OTHERS. SHORT PANEL: PAN-ZF753
MOUNTING SLOT LOCATION. NG AN ' PAN-2F156
LS YS ECo DESIGN LOADS: 4.0 P P.S.F. & 3.0 P P.S.F. pAR7 NO.: N/A
TEST LOADS: +54.0 P.S.F. & -63.0 P.S F. A
E OF : �► DOOR VERTICAL Unless Slalatl Otne x sa lopay 8585 Dake 5040 USd VINOLOA➢RATING
1, HEIGHT TRACK LENGTH TOLERANCES are Mason.OH 45040 USA \ fC DP36T
: TeL Ifo.513-770-4800 \(1/ oV•` N .0 *.031 o0d"ag Products Com•74ny Fox No,513-770-4653
ONE 5/16'x 1-5/8"LAG SCREW SPACED AT THE SAME 00 *.015 DESCRIPTION: 2" STEEL PAN DOORS I6'2'W (SEE TABLE FOR MODELS)
ll 1 - ' 1 DISTANCES AS THE TRACK BOLTS(I.E.3-1/2", 10 22,34" 000 *.005
YFJFi ilii12-0" 132 46", ETC.). ADDITIONAL LAG SCREIYS LOCATED AT 16",28`,& ,0000 a *.001 DRAWN BY: SH DATE: 11/15/12 SCALE: NTS DWG.R/2' 14-0 156' 40`FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees = *1/2' CHECKED BY: SH DATE: 11 20/12 SHEET 4 OF 4 SIZE JJDESIGN ENGINEER= /SCOTT HAIAILTON, P.E. VERTICAL/HORRONTAL TRACK JUNCTION. Uaiess 514tetl Other,;"
FLC7RIDA LICENSE No. 63286 DIMENSIONS ARE NHES.DWG. NO.:: 104710-A/B VER: IBC
INC
4 3 2 FLOO R MA PRODUCT DD UCC hkaPPHOO VALE 16107
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 genera ted by accredited
Independent laboratories as required by the relevant Florida Administrative
Rule, the engineering rational analysis, and the product drgvings. The test
reports are listed below. Assembly testing was conducted'by American Test Lab
North Carolina. Component testing was conducted by HETI,bnd ETC.
For the doors listed In Tables I through 5, Static Pressure,Tests were
conducted in accordance with TAS 202-1994, ASTM-E330-2002 and
ANSI/DASMA 108-2005. Missile Impact and Cyclic Pressure,iTests 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.1 I have concluded
that the door designs listed below in Tables 1 through 5 are in compliance with
these High Velocity Hurricane Zone test requirements of the' Florida Building!
Code and therefore are qualified as Impact-resistant assemblies (large missile
impact).
TABLE 1: Drawings for doorswithManufacturing Product Code,(MPQ PAN-2F153: 1
104710-A-RevO3, max. door size 16'2" x 16'0 ; +36/-42. PsF(MPC)
load)
104761-A-RevO2, max. door size 18'2" x 16'0"; +36/-42 SF (design load)
TABLE 2: D ngs for dpgrs with Mar]uf
cturincj Product Code MPC) PAN-2F143:
104753-A-RevO2 max. door size 16'2" x 1610"; +38/-42 PSF (design load)
104762-RevO2, �ax. door size 1812: x 160 ; +41/-46 PsF (design load)
104754-Rev02i max. door size 16'2 x 16'0"; +46/-50 Psi; (design load)
cturino Product Code MPC) DSIE-IF
TABLE 3: Drawings for doors with Ma =1
1 47Z4-A-RevO3 -max. door size 16'2" x 16-10 +3 /-42 RSF design load)
104751-A-Rev02" max, door size 1812" x 161011; +38/-42 PSF (design load)
104736-ReV03: max. door size 1612:: x 161011- +46J-52 PsF (design load) i
104752-Rev03 max. door size 1812 x 1610"', +46/-50 PsF (design load)
JABLE 4: Drawings for doors with Manufacturing P0AU—j- "^Ag f MPO DSIU-IF171:
104777-A-Rev02, max. door size 18'2" x 16'011 +38 -42 PSFesign load)
104718-ReV03, max. door size 16'2" x 160 ; +46/:52 PsF, (design load)
104779-ReV03, max. door size 18'2" x x6'0"; +46/-50 P,SF (design load)
TABLE 5: Drawina.9 for doors with Manufacturing Product Code (MPC) WMLQ-Uk
104435--k-602, max. door size 9'0" x 1210"; +47/-55 PsF (design load)
I
PAGE 1 OF 4 FILE:CM-121212-A.3
EvAwAnoN REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOOP.SJW6—W8
104998-Rev00, max. door size 1612" X 12'0"; +41/-47 PsF I (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: Drawinas for doors with Manufacturina Product- CodeIW PC) PAN-2FI53:
104710-B-Rev03,-max. clo-or- size—16'2" x 16'0"; +36/-42;PPF " design-Fl—oadl
104761-8-Rev02, max. door size 1812" x 16'0"; +36/-42iP5F design
load)!,
TABLE 7: Drawings for dQQr_s Wlhh Mafacturing Product Code (MPCU) PAN-:R2
� i
104753-B-RevO2,-max. door sinu
ze 16'2" x 1610"; +-38/-42-PSF (design load)'
MPC TABLE 8: Drawincis for doors with Manufacturina Product Code ( ) DSIE-1F171:
I
104724-B-Rev03, max. door size 16'2" x 16'0of;_ _+38/-42PSF (design load),
104751-0-RevO2, max. door size 181211 x 1610"; +38/-42 P§F (design load)l
TABLE 9: Drawings for doors with Manufacturing Eroduct Code (MPQ QSIU-11F171- 1
104777-13-ReV02,—max. door size 18'2" x 16'0"; —+38/-42 FISF -(design 102)
Test Reparts,
ATL-0801.01-12 (8/15/12), ATL-0813.01-12 (10/9/12), ATLII-1015.01-12
(11/3/12), ATL-1113.01-12R (2/18/13), ATL=1107.01-12 (111/20/12), ATL-
1023.01-12 (11/13/12), ATL-1009.01-12R (11/20/12), ATLL0827 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 Johnsion, FL PE 61915.
Product Description for doors with MPC PAN-2F153:
These doors consist of 211 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, 42Bt 55, 55S, GD5S, GD5SV, GRSS; GR5SV, A115S,
AR5SV, EMS, EDSSV. Not all models may be shown on a given drawing.
Product Description for doors with MPC PAN-217143
These doors consist of 2"thick steel pan sect i min. 24 ga.
(0.022") skins. The steel skin Is at least G40 DDS per ASTM I 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 alt
least structurally
PAGE 2 OF 4 FILE.:CBPC-121212-A.3
EVALUATION REPORT FOR CLOPAY BUILDING PRODUcrs COMPANY SECTIONAL GARAGE DooRs,W6-W8
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 doors with MPC DSTF- F171:
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 il
may have optional Impact-Resistant Glazing (IM). Optional Impact-Resistant
GlazingGlazing (IM) is a one-piece injection-molded front frame and glazing. The i
following models are at least structurally equivalent to the tested door: 4306,
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 fra e
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.
Product Description for doors y. MPC W-1899: 'I
These doors consist of 2-13/16" custom wood door sections with
hemlock rails and stiles and decorative cladding and overlay' s, The maximum
section height is 28". These doors may have optional ImpaLt-Resistant Glazing.
Optional Impact-Resistant Glazing is certified laminated gigss ss 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.
Impact Resistant Glazing (IMS:
The optional impact resistant glazing is an injection-molded
polycarbonate front frame and glazing (GE LEXAN SLX243 T) 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 GISS; 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 or 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.
PAGE 3 OF 4 FILE:CBPC_121212-A.3
ti
EVALUATION REPORT POP.CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS W6—WS
Jambs, lintels, sills or other structural elements required to prepare
openings are not covered. The design of the supporting str l ctural 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 manufactu' rer's licensed
I
design professional listed on the drawing(s) has reviewed the attachment
details and installation requirements.
Signature: NV r,to1 HAA4/4
'
'0
No 63286
Scott iton, P. -
rC
Florida P. E. No. 63286
STATE OF JJ Z
0
Date: .91/20
Its- '*0 ;�P 0 R V N
� i
PArx 4 of 4 FILE;C13PCL121#2-A.3