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FL# FL16107-117
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived 7 G
tNow
Product ManufacturerClopay Building Products Company
®pq�
Address/Phone/Email 1 �0 8585 Duke Blvd.
Mason, OH 45040
(513) 770-6062
® mwesterfield@clopay.com
Authorized Signature Scott Hamilton
shamilton@clopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
idl 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. - ETL/Warnock Hersey
Quality Assurance Contract Expiration Date 12/31/2028
Validated By Gary Pfuehler
i Validation Checklist- Hardcopy Received
Certificate of Independence FL16107 R7 COI Certification of Independence of Validation Entity-
Gary Pfuehler.pdf
FL16107 R7 COI Statement on Independence of Evaluation Entity-
ScottHamilton 120424.0f
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
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 03/23/2015
Date Validated 03/25/2015
Date Pending FBC Approval 03/29/2015
Date Approved 06/22/2015
Date Revised 08/31/2015
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(9'2"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 R7 II 104724-A-RevO3-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 R7 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-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(92" 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: No FL16107 R7 II 104724-B-RevQ3-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 CBPC 121212-A, df
requirements of the building code but DO e t e Created by Independen arty: No
impact resistant requirement f orne debris regions.
16107.3 03 W6-16 PAN-2F153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2" e)
94, 42, 48, 42B, 48B, 4RST, 6RST, WINDCODEO W6 Garage Door with Optional Impact- istant
GD5S, GR5S,AR5S, ED5S Lites
L,pproved
of Use Installation Instructions
ved for use in HVHZ:Yes FL16107 R7 II 104710-A-RevO3-sioned.odf
for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
ct Resistant:Yes Created by Independent Third Party: No
Pressure: +36 PSF/-42 PSF Evaluation Reports
Other: ind Speed (V_ult): 170 MPH. Solid doors or FL16107 R7 AE CBPC 121212-A.pdf
I
with optiona -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, ED 5S
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R7 II 104710-B-RevO3-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: +36 PSF/-42 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R7 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-2F143: 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
4 3 2
'CLASSIC' RAISED PANEL EMBOSS ODORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
MODELS 24 GA I P-5 GA 1 24 GA MODELS 25 GA 1 OF 4 REV. NO: ZONE: DATE ECN NO. APPVD:I DESCRIPTION
CL13PAY 84A, 94 73,75 98 CL13PAY 'GALLERY' GDSS, GRSS 02 — 12/20/12 — SH ADDED FBC 2612 REFERENCE
IDEAL 4RST QRST 4F HOLMES 'ARTISTRY' AR5S
HOLMES 48, 48B 42, 42B -- . IDEAL 'CARRIAGE HOUSE' ED5S
SHORT PANEL I FLUSH SHORT PANEL OPTIONAL GLAZING MAY BE STANDARD OR
I--A IMPACT RESISTANT GLAZING. SEE SECTION B-B ONE INTERMEDIATE STILE BETWEEN EACH p
ON SHEET TWO FOR DETAILS. (GLAZING SHOWN EMBOSS LOCATION.ATTACHED W/
IN INTERMEDIATE SECTION.) TOG-L-LOC (TOP&BTM)AND
F ® ® I ® ® ® URETHANE ADHESIVE(ALONG CENTER).
GLAZING SHOWN IN TOP SECTION.
0
7 77 All
w II r - VIEW "B" (SEE SHEET THREE).
Kil Ki
c�
zo= VIEW "C" (SEE SHEET THREE),
T= 15 GA. END STILES ATTACHED TO
80 DOOR SKIM WITH PATENTED C
C CENTER)-ATTACHED TOG-L-LOC SYSTEM TOTOP AND BOTTOM&
BOTTOM RAIL WITH PATENTED
TOG-L-LOC SYSTEM.
TWO POINT LOCKING
INTO TRACK
L—•-•-►•A OPTIONAL OUTSIDE KEYED LOCK POSITION INNER BOTTOM BRACLHR TOP KET,USED AS
MAX. DOOR WIDTH m 16'-2" (1) 3-IN ROLLER CARRIERP/N
wsaTS.NT 0120394) USED WITH 3"TRACK
OCATION OF OPTIONAL VENTS.TOTAL VENT OPENINGS: 60 IN' PER VEHICLE SNAP LATCH ENGAGES END
ONTO VERTICAL TRACK.
DOOR HEIGHT SECTIONS ONE SNAP LATCH ON STILE.
UP TO 7'0' 4 SLIDE BOLT LOCK EACH SIDE OF DOOR.
B 7'3' TO 8'9' 5ENGAGES INTO
END
9'0'TO 10'6' 6 STILE VERTICAL TRACK. OUTSIDE B
10'9'TD 12'3' 7 ONE LOCK ON HANDLE LOCK BAR
12'6'TO 14'0• a EACH SIDE OF OUTSIDE N
14'3' TO 15'9' 9 DOOR. KEYED SEDHOL.E. TRACK ON
16'0' 10 HANDLE EACH SIDE
MAX SECTION HEIGHT,21' '
INS 10 BOT INSIDE HANDLE OF DOOR.
THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE LOCK OPTION. OUTSIDE KEYET) LOCK WITH
KEYED LOCK WITH
ULTIMATE WIND SPEEDS USTED BELOW ACCORDING TO THE FLORIDA SNAP LATCH LOCK OPTION LOCK BAR LOCKING.
BUILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON
ASCE/-10)FOR THE FOLLOWING CONDITIONS-1)ENCLOSED
BUILDING,2)DOOR HAS 2'OF WIDTH IN BUILDINGS END ZONE,3)
ANY ROOF SLOPE,AND 4)TE5DNG IN ACCORDANCE WITH
ANSI MA
106.SITE-SPECIFIC CALCULATIONS BY A QUALIFIED
DESIGN PROFESSIONAL MAY DIFFER. MANUFACTURING PRODUCT CODE
ULTIMATE VINs iss 1w 170 iso iss PAN-2F153
SPEED<MPH) DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F.
A EXPOSURE TEST LOADS: +54.0 P.S.F. &-63.0 P.S.F. PART NO.: N/A
B.C,D B,C,D H,C H,C H I�C�opay
CATEGORY U.I..SLatad Othaw'va B5-8.5
00'P 5'000 EDA 41N➢LOA➢RATING A
TOLERANCES. TeL No-x',4_700-BSA `./
MEAN ROOF HEIGHT 25' 15' 25' 15' 3O' ,0= t_031 BWdmg Products COMM TFmLi No.
513-77770-1857 YV � D P 3 6
.00- d:.015 DESCRIPTION: 2"STEEL PAN DOORS 16'Z'W(SEE TABLE FOR MODELS)
000 d:OOt DRAWN BY: SH DATE:11/19/1 SCALE:NTS
DESIGN ENGINEER+ Dagroos^ tt/z CHECKED BY: SH DATE 11/20/1 SHEET t OF 4 SIZE
DW
MARK WESTERFlETD, P.E. DIMENSION MEUIN IHCHLS.DWG, NO.: 104710—A/B VER:180
FLORIDA P.E 48495 NC P.E. 23832 TEXAS P.E. 91513
• 4 3 21FL00 R90A PRODUCT DUC T APPROO VALE 16107
4 3 2 1
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
MODELS 24 GA ES GA E4 GA MODELS E5 GA 2 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84A, 94 73, 75 98 CLOPAY 'GALLERY' GDSS, GRSS 02 - - SH I SEE REVISION HISTORY ON SHEET ONE
IDEAL 4RST 6RST 4F HOLMES 'ARTISTRY' ARSS
HOLMES 48, 48B 42, 4EB — IDEAL'CARRIAGE HOUSE' EDSS
SHORT PANEL FLUSH SHORT PANEL
D p
IMPACT-RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION:
SOLID DOORS(NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLA7ING ARE OPTIONAL DSO OR 1/8"ACYRUC LfTES AVAILABLE OPTIONAL ACRYLIC CLAZING IS
IMPACT'-RESISTANT.OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOUTE OPTIX OR LUCRE 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 Cl PLASTIC IN ACCORDANCE WITH FEC 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 WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
CODE AND 15 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)
C /—,DErA1L'0' C
t' FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE
NOTE THAT FRONT FRAME IS NARROWER THAN
IMPACT-RESISTANT FRAME 1za
OPTIONAL OECORATNE ez9 MULTIPURPOSE HIGH BOND TAPE
SNAP-W INSERT. (BETWEEN FRAME AND FACADE).
I DECORATIVE FRONT FACADE (i n
cLAZING�l
arae MOLDED INSIDE
4 / UciuRAL SILICONE s[iL1ANi LITE RETAINER.
IIIILr�// (BETWEEN STEEL SKIN AND FRAME). #8x3/4"PAN HEAD SCREW
(70 SCREWS PER LITE).
IMPACT RESISTANT `\
ONE—PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH
MOLDED GE LEXkN (10)Q8 x 3/4"PAN HEAD MACHINE SCREWS,
B SLX2432T FRONT B
FRAME&GLAZING.
IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 104710-A DRAWING 104710-B
MANUFACTURING PRODUCT COD
PAN-2F153
DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F.
A TEST LOADS: +54.0 P.S.F_ & -63.0 PS.F_ PART NO.: N/A
Unlexa steed Oth—" 'Clopay 8585 Duke Baulward WINDLOAD RATING A
TOLERANCES.. urian,OH 45040 USA
800 /6 D P 3 6
.0° 7.031 Bu1dn Pcodaab Tam Te.Na.513-770-1800 W
g part/ Fox Na 513-770-4853
.00•• 7.015 DESCRIPTION: 2"STEEL PAN DOORS 16'ZV(SEE TABLE FOR MODELS)
.000 d:A05
DESIGN ENGINEER, .0000= t.GDI DRAWN BY, SH DATE:11/19/1 SCALE: NTS DWG.D
Degrees— f1/Z CHECKED BY: SH DATE:11/20/1 SHED' 2 OF 4 SIZE B
MARK WESCERFlE3D, P.E M...lSN"d O IN wcHLs.M. NO.: 704710-A/E VER:IBC
FLORIDA P.E 48495 C P.E. 23832 TEXAS P.E. 91513
4 3 2 FLORMA PRODUCT UC T APPROVAL 16107
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEEri REVISIONS
MODELS 24 GA 1 25 GA 24 GA MODELS 25 GA 3 OF 4 REV. No. ZONE. DATE-- ECN NO. APPVO: DESCRIPTION
CLOPAY 84A, 94 73, 75 98 CLOPAY 'GALLERY' GD5S, GRES 02 SH SEE REVISION HISTORY ON SHEET ONE
IDEAL 4RST QRST 4F HOL14ES'ARTISTRY' ARSS
HOLMES 48, 48B 142, 42B, IDEAL'CARRIAGE HOUSE' EDSS
SHORT PANEL FLUSH SHORT PANEL 2 THICK
(1'1�GRIWAL 11 JAMB No JAMB To SUPPORTING STRUCTURE ATTACHMENT MIN.-THICK) (2) 12 GA_GAI.V. STEEL TOP ROLLER
D g.Doo 25 GA. (0.019 BRACKETS(2-1/2"x 5-3/8"). EACH
i.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO DOE STEEL EXTERIOR SION BRACKET ATTACHED W/(4) 914x5/8"SHEET
ME 2x6 VERTICAL SYP(GRADE#2 OR BETTER)JAMES.NO LOAD FROM THE DOOR 15 WITH G-40 GALVANIZING,
TRANSFERRED TO THE HORIZONTAL MP)MMEL BAKED-ON PRIMER AND A METAL SCREWS.ADJUSTABLE SLIDE ATTACHED
7-EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOW Of+258 LB&-336 LB.PER LINEAR BAKED-ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 114'x1l:e BOLTS
3.FOOT OF JAMB. TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET.
ALL JWB FASTENERS MAY BE(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK 70 PROVIDE A SIDES OF STEEL SKIN.
FASTENER FLUSH MOUNTING SURFACE.
TYPE 4,A 1/3 STRESS INCREASE MR WIND LOAD WAS EX USED IN WE CALCULATION OF ALLOWABLE
FLOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND MASONRY.
MAX G.C.
LSHIP LAP 14 GA, MIN.CAM ROLLER HINGE. EACH JOINTS HINGE FASTENED TO END STILES W/(4)
#14x5/8'SHEET METAL AND (2)
2xS VEFMCAL JAMB 114"x3l4'SELF TAPPING SCREWS.SEE
4!"— VIEW'13-
4-! r
L ONE 4'T-STRUT PER SECTION. (SEE VIEW
V) EACH T-STRUT ATTACHED AT EACH
2xr HINGE LOCATION WITH (2) 1/4-0/4-SW
2 JAMB TO SUPPORTING STRUCTURE ATLACHME VIEW
(Nor To Be USED FOR ATTACHMENT OF TRACK ANGLE TO 2x5 VERTICAL JAMBS OR SUPPORTING STRUCTURE) V'TALL TAPER STRUT. TAPPING SCREWS.
0.057-MIN.GALV. STEEL,m SO KSI. MIN.
.w.- ER STEEL
BErWEEN WASHERS
BUILDING TYPE FASTENER TYPE FASTENERS'REQUIREM
MIN,ntma�mw NCTffiANCHOR 7-1 2 31 Q.D.
31100 P51 MIN.CONCRETE 11M' EMEED TAPCON CONCRET� OR O.D.
4B MIN.
Q NOEIE 1.3 it. i b�"t ANCHOR
4090 PSI K MIN-EMSED M-1-11 4�,
i7p O.D.
SYP 0.55 SGY 1/2' 3"LAG.SCRFW(ASIM A307,ft�f SLEEVE 7- w
FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DTSIANCF_HIGHEST ANCHOR INSMIED
AT LEAST AS HIGH AS THE DOOR OPENING.
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. 2 GA. MIN.GALV.STEEL BOTTOM BRACKET
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLACK:2-IA-.EXCLUDING STUCCO THICKNESS. ATTACHED WITH (2) #14X.5/8"SHEET METAL
SCREWS.
ALUMINUM EXTRUSION &VINYL WEATHERSTRIP.
#14x5/8-SHEET METAL SCREWS SECTION A-A (SIDE VIEW)
KANUFACTURIXG PRODUCT CODE
0 1 1/4"x3/4" SEF DESIGN LOADS:+36.0 P.S.F.& -42.0 P.S.F. PAN-2FI53
TAPPING SCREWS. ST LOADS: 4-54.0 P.S.F, & -63.0 P.S.F. PART NO.: N/A
14 GA. END HINGES 18 GA. (MINJ INTERMEDIATE HINGE UW..Sttd Oth—i,. NDI GAD RATING A
TOLERANCES Ul(lpa
Mama,0 45M USA
VIEW"BI VIEW y Td. 513-770-40U
.0 :L.031 Pmdu.4 CWM Pox M:513-770-4853 W 6 DP36
.00 *.015 DESCRIPTION* 27 STEEL PAN DOORS 15'2W(SEE TABLE FOR MOD
.000 :E.G 5
.0000 :E.Gol DRAWN BY- SH JDATE.,11/19/1�SCALF_NTS JOWG.-D
DESIGN ENGINEERi 13agraes CHECKED BY. SH JDATE-.11/20/1SHEET 3 OF 4 SIZE J_J
MARK WESTERRELD, P.E. U.N.stdnd othew'.
FLORIDA F.E. #48495, NG P.E. 923832,TEXAS P.E. 091513 owmGoNs ARE im atcHES ONO NO.: 104710-A/B I\IER*1110"_
4 2 FLOR910A PnODUCT APPROVAL 16107
'CLASSIC' RAISED PANEL EMBOSS U013RS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
MODELS 24 GA 25 CA 24 GA MODELS 25 GA 4 OF 4 REV. NO. ZONE- DATE. I ECN NO. APPVD-I DESCRIPTION
CLOPAY 84A, 94 173,75 1 ge CLOPAY 'GALLERY' GnSS, GRSS 02 J SH I SEE REVISION HISTORY ON SHEET ONE.
IDEAL4RST 6RST 4F HM14ES 'ARTISTRY' AR5S
HOLMES 48, 4833 42,428I - ODEAL 'CARRIAGE HOUSE' ED5S
SHORT PANEL I FLUSH SHORT PANEL
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER SUIT).
NOTE-.TRACK CONFIGURATION DOOR COUNTERBALANCE SYSTEM JAMB ONFIGURATTON
DOOR OPENING DOES
NOT VE JlH3EDR DOORS UP TO BOO, LOS.
WIND LOAD RATING OF THIS DOOR. HEIGHT
t!.
13 GA GALLV.STEEL FLAG BRACKET ATTACHED TO — I'DOOR OVERLAP(EACH MOO' STOP MOULDING BY DOOR INSTALLER(TO SUIT).
-" 70"
JAMB WITH(3)5/16-X 1-5/8-LAO SCREWS RIE 76" 2X6 EYP WOOD JAMB.SEE 16 GA.GAW.STEM END SIIIUE�
AND 70 TRACK WITH(2) 1/4r RIVEM "JAMB PREPARATION NOTEVn
8 Ck GALV.STEEL DOUBLE END STILE,
7"TRACK CONFIGURATION 41-2--0-B. 20 GA.MIN GAI.M.STEEL INTERIM.STILE.
DOORS UP TO AS ROD:SPACING RM le O.C. 8-6 u
R GO
CIA U
JAMB
V-
0
C
ROD:
SPA
K
L,'P,,(EACH
MOO' STO
6 P
GA
'M
a
-Ow 1= V. 18 GA.GALV.STEEL INTER.
C'N-
Q,-5,106" 2-1/2"X 12 CA GALV.STEEL_/ HINGE FASTENED TO CENTER
L
101-o"119 TRACK BRACKETS FASTENED TO Sn.LE W
SH &14
27 GALV.San TRACK. WOOD IAMBS WITH s/fi*x i-5/if SCREWS.
TRACK
- 10-6
TRACK THICKNESS:0.083. LAO SCREWS NOT TO EXCEED le
1 -0 OF �L7116"LD.ROUND
-ED, 11-6 ON-CEN7176--HIM OF(9)LAG
PER
_
SCREWS REQUIRED PER 4AMB. PUSH NUT
I'. 12*-C"135" FASTENED
FASTENER
IT-6-L42- 27 GALV.STEEL TRACK FASTENED TMO
BRACKETS
-zs* TYP.2-11r X 12 CA GALV. 12 CA GALV STEEL TRACK BRACKETS 14 GA.GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH#14.5/8'
EL
CIA.RIVETS OR SELF TAPPING SCREWS PER END HINGE.
z
STEM BACK BRACKETS WITH EITHER(2) 1/4 NUT PER SHEET METAL SCREWS AND(2)1/4�
ATTACHED
C ED TO JAMB W&(1) (1)1/*-x 518r sour NUT PER
Z'. L
/!A
-24� 5/1 v X 1-5/8'LAG SCREW PER TRACK BRACXET. 2-OLk 7-1/2-LONG STEM,10 BALL STEEL ROLLER WITH STEEL OR NYLON TRE.
TRACK BRACKET. 15-0"1727
T7-R'
SECTION C- LHR BRACKET 5-3/4'x 12GA)
PREPARATION OF JAMES BY OTHERS ATTACHED WITH(2)164-x 3/4`SELF TAPPING
SCRUM NOTE THAT
a BRACKETS ARE ALSO
USED WITH'DOUBLE END SnW AS SHOWN IN
3-TRACK CONFIGURATION DOOR
TRACK CONFIGURATION ABOVE THE ZONE B-3 SHEET 1.
DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION
COORS 800 LEIS AND OVER, WIND LOAD RATING OF THIS DOOR. DOORS ROO LOS AND OVER. Low��iTlom
cu,"CH HANG REQUIRED FOR (AVAIL FOR-BOTH 2"AND 3'TRACK)
DOORS OVER W HIGH.
DOUBLE Holuour&
I"DOOR OVERLAP(EACH SIDE)-
GALV.TAPERED STEEL TRACK AND ANCLE TRACK 2x6 SYP WOOD JAMB.SEE 4G BY DOOR INSTALLER M SUIT).
JAMB PREPARATION NOTE.THICKNESS:0.701".ANGLE THICIOJESS:0.080', HOR20NTAL TRACK STEEL END STILE B
STEEL DOUBLE END SM-E
MIN.ANGLE DIMENSIONS 3-11/4'x 2-7/8". SUPPORT BY DOOR GA.Mx GAI.V,STEEL[NDERM.SaLF-
T --_VERTICALMOR12 ICAL�IZZCK If MAXIMUM SPACING INSTALLER(TO SUIT). TAPERED CAUt.STEEL INtM
tF JUNCTION.Two M LAST MOUNTING
0 0 3-1/4"x 2-7/8"MIN.x 0.080'TAPERED HINGE FASTENED TO CENTER
TS
CS N 14
& N TRA ANGUE,SEE LAG BOLT MOUNTING BELOW. EACH
NUTS FOR EA�'CH TRACK- SLOT TO TRACK JUNCTION ;Wt. MIM/E(4TALEASC -AS/B
Td'NOT
4\ ADDITIONAL MOUNTING SLOTS FASTENER.
-
SPACED AT 12*CENTERS. ED
0.101'THICK W CAU1.STEEL.TRACK FASTENED
V14 GA-GAU1.STEEL ROLLER HINGES FASTENED TO END
TO SHEET METAL SCREWS
TO
TO TAPERED ANGLE.TRACK ATTACKED TO STILES W/(4)EACH 114x5/8
ATTACHED
-xS18-BOLT& AND(2) 1/4:'SELF TAPPING SCREWS PER END KINM
T
12'ON CENTER TAPERED ANGLE WITH ONE 1/4 T
SLOT.I T.
INTING LOT.
NUT AT SAr-4 M=7
W 3'DIA.8-1/2'LONG STEM BALL GEARING STEEL ROLLER.
SECTION O-C MANUFACTURING PRODUCT C013E
NE TRACK BOLT AND NUT AT EACH PREPARATION F JAMES BY PAN-EF153
MOUNTING SLOT LOCATION. DESIGN LOADS. +36.0 P.S.F. &-42.0 F.S.F.
TEST LOADS: +54,0 PS.F. & -63.0 P.S.F.- PART NO.: NIA
DOOR U�I-Swd cth� Cilia BESS 0 k A
-2Z HEIGHT M .o Gaul-d WINDLE"RATING
T:
OR &I
7-0 TOLERANCES p2ly 510au
- .0 +.031 pmuctl Com Fax No.51347"53 W6 DP36
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8585 Duke Boulevard
® Clopay- Mason,Ohio 45040-3101 USA
,. BUILDING PRODUCTS (513)770-4800 - Fax(513)770-3558
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December 12, 2012 (revised 12/20/12)
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 9N-3.005(4), 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 4, 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
11.5-2005. 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 4 are in compliance
With the High Velocity Hurricane Zone test requirements of the 2010 Florida Building
Code Sections 1715.5.3.1, 1625 and 1626 and therefore are qualified as
impact-resistant assemblies (large missile impact).
TABLE 1L: Drawings for doors with Manufacturing Product Code (MPC) PAN-217153:
10471.0-A-Rev02, max. door size 16'2" x 16'0"; +36/-42 PSF (design load)
104761-A-RevO2, max. door size 18'2" x 16'0"; +36/-42 PSF (design load)
TABLB 2: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F143:
104753-A-Rev02, max, door size 1.6'2" x 16'0"; +38/-42 PSF (design load)
104762-Rev02, max. door size 1812" x 16'0"; +41./-46 PSF (design load)
104754-Rev02, max. door size 16'2" x 1.6'0"; +46/-50 PSF (design load)
TABLE 3: Drawin s for doors with Manufacturing Product Code (MPC) DSIE-1F171:
104724-A-Rev02, max. door 'size 16'2" x 16'0"; +38/-42 PSF (design load)
104751-A-Rev02, max. door size 18'2" x 16'0"; +38/-42 PSF (design load)
104736-RevO2, max. door size 16'2" x 16'0"; +46/-52 PSF (design load)
104752-Rev02, max. door size 18'2" x 16'0"; +46/-50 PSF (design load)
TABLE 4: Drawings for doors with Manufacturing Product: Code (MPC) DSIV-1F171:
104777-A-Rev02, 'max. door size 18'2" x 16'0"; +38/-42 PSF (design load)
1.04778-Rev02, max. door size 1.6'2" x 1.6'0"; +46/-52 PSF (design load)
1.04779-Rev02, max. door size 18'2" x 16'0"; +46/-50 PSF (design load)
For the doors in Tables 5 through 8, 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 5 through 8 are in compliance with the test requirements i
of the 2010 Florida Building Code Section 1715.5.3.1.
PAGE 1 of 3 FILE; CBPC_121212-A.1
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WE clopay,
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECrIONAL GARAGE DooRs,w6-wa
i
TABLE 5• Drawincls for doors with Manufacturing Product Code (MPC) PAN-2F153:.
104710-B-Rev02 max. door size 16'2" x 16'0"; +36/-42 PSF Cdes-ign load)
3.04761-B-RevO2, max. door size 1812" x 16'0"; +36/-42 PSF (design load) I!
TABLE 6: Drawings for doors with Manufacturing Product Code(MPC) PAN-2F143:
104753-B-Rev02, max. door size 16'2" x 3.6'0"; +38/-42 PsF (design load)
TABLE 7• Drawings for doors with Manufacturing Product Code MPC) DSIE-1F171:_
104724-B-Rev02, max. door size 16'2 x 16'0"; +38/-42 PSF (design load)
104751-B-Rev02, max, door size 18'2" x 1610"; +38/-42 PSF Cdesign load) i
TABLE 8• Drawings for doors with Manufacturing Product Code (MPQ DSIU-1F171:
104777-B-Rev02, max. door size 3.8'2" x 1610"; +38/-42 PSF (design load)
Test Reports:
ATL-0801,01-12, ATL-0813,01-12, ATL-3.015.01-12, ATL-0801,01-12, ATL-13.13,01-12,
ATL-1107,03.-12, ATL-0827,01-12, ATL-1023,01-12, ATL-1009,01-12R,
ATL-0827.03.-12,
Product Description for doors with MPC PAN-2F153:
These doors consist of 2"thick steel pan sections with min. 25 ga. (0.019") !
skins. The steel skin Is at least G40 DDS per ASTM A653, The maximum section height
is 21". These doors may have optional Impact-Resistant Glazing. Optional Impact-
Resistant Glazing is a one-piece injection-molded front frame and glazing, The following
models are at least structurally equivalent to the tested door: 84A, 94, 98, 73, 75,
1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 428, 55, 55S, GD5S,.GD5SV,
GR5S, GR5SV, AR5S, ARSSV, ED5S,.ED5SV, Not all models may be shown on a given
drawing,
Product Description for doors with MPC PAN-2F143:
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 A6S3, The maximum section height
is 21". These doors may have optional Impact-Reslstant 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, 4RST, 4F,
48, 48B.
Product Descriptlon for doors with MPC DSII=-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. Optional Impact-Resistant Glazing is a one-piece Injection-
molded front frame and glazing. The following models are at least structurally
equivalent to the tested door: 4300, 4301, 4310, HDG, HDGL, HDGF, 66, 66G, 67,
67G, 68, 6200, 6201, 6203, SP200, SF200, SE200. `
PAGE 2 pF 3 FILE:CBPC_321212-A.1
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Clnpay
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6^W8
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. (0.01611) 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.
Impact Resistant Glazing_
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: i
The drawing(s) cited above are an explicit part of this evaluation report. The
text of this report does not attempt to address all design details and relies on the
illustrations and text of these drawings as well.
Jambs, lintels, sills or other structural elements required to prepare openings
are not covered. The design of the supporting structural elements shall be the
responsibility of the professional of record for the building or structure and in
accordance with current building codes for the loads listed on the drawing(s) referenced
. above.
Installation requirements per 9N-3.005 (4)(e), including attachments, are
detailed on the drawing(s) listed above. Installation must be in accordance with i
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:
O 1HAMl4r+++�+
T r
Y ,i��i�G�G•��G•E•N S •�r���,�`
No 63286 •..* I
Scott Hamilton, P. E.
Florida P. E, No. 63286
STATE OF :411:
Date: i m..l�a �. :O 40 'Z
s
Sr0NA�
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PAGE 3 OF 3 FILE: CBPC 121212-A.1
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