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Code Version 2014 FL# 16107.3
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Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
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Search Results-ARplications
FL# Tvue Manufacturer Validated Status
iAY
FL16107- Revision Clopay Building roducts Company Gary Approved
R8 FL•#: FL16d' Pfuehler
History Model: 03 W6-16 PAN-2F153: 73, 75, 84A, 94, 42, 48, 426, 48B, 4RST, 6RST, (513)
GD5S, GR5S, AR5S, ED5S 1I, 519-6566
Description: Steel Pan (min. 25 ga.) Double-Car (9'2"to 16'21!wide) WINDCODE@
W6 Garage Door with Optional Impact-Resistant Lites
Category: Exterior Doors
Subcategory:Sectional Exterior Door Assemblies
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phonel 850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement[ Accessibility Statement:: Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,I please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F:S.must proylde the Department with an email address if they have
one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here
Product Approval Accepts:
eCteck � �' i
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https://fioridabuilding.org/pr/pr app Ist.aspx
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4/19/2016 Florida Building Code Online
' Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/31/2015
Date Validated 08/31/2015
Date Pending FBC Approval 09/07/2015
r
Date Approved 10/16/2015
Summary of Products I,
Go to Page Page 1/ 3
FL# Model,Number or Name Description
16107.1 101 W6-16 DSIE-1F171: 4300, 4301, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior
4310, HOG, HDGL, HDGF, 66, 66G, skin 27 ga, min.) Double-Car(97' to 167' wide)
67, 67G, 68, SP200, SF200, SE200, WINDCODEO W6 Garage Door
6200, 6201, 6203 I ,
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 'R8 II 104724-A-Rev03-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 R8 AE CBPC 121212-A.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.2 102 W6-16 DSIE-11`171: 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 167'wide)
67, 67G, 68, SP200, SF200, SE200, WINDCODE@ W6 Gal rage Door
6200, 6201, 6203
Limits of Use Installation Instructions -
Approved for use in HVHZ: No FL16107 R8 II 104724-B-Rev03-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'R8 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.
.i
16 fc16107S3�! 3 W6-
g4, 42, 48, 42B, 4RST,FI53: 73, 56RST,, Steel Pan�WINDCOD(min. 25„ a.) Double-Car(9'2"to 16'2"wide)
rage Door with Optional Impact-Resistant
GD5S, GR5S,AR5S, ED5S Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R8 II 104710-A-RevO3-signed.Ddf
Approved for use outside HVHZ:Yes Verified By: ScotNHamilton 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�,R8 AE CBPC 121212-A,Ddf
doors with optional impact-resistant glazing are impact- Created by Indepe'ndent 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 167'wide)
94, 42, 48, 42B, 48B, 4RST, 6RST, WINDCODE® W6 Garage Door
GD5S, GR5S,ARSS, ED5S
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107'R8 II 104710-B-RevO3-signed.Ddf
Approved for use outside HVHZ:Yes Verified By: Scottl'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'RS 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. ;;I!
- --................
._...........
_._...-----..._.._._.
16107.5 105 W6-16 PAN-2F143: 84A, 94, 98, Steel Pan (min. 241ga.) Double-Car(9'2"to 167'wide)
48, 48B, 4F, 4RST WINDCODEO W6 Garage Door with Optional Impact-Resistant
Lites i ;,I.
____..._..-..__..._..._.__....._......................................_..._.........._...............-......................................................_............................._.-__...._.-.......................................... .I.__ r ...............-...._.....__-..-_....._..........-......_._._....__..__..._.............
_._ ...____..
11
I Limits of Use Installationctions
https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2%2f5Qddoifii]NMUDvyISYaHZag%3d%3d 215
4 3 2 1
'CLASSIC' RAISED PANEL EMBOSS BOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET: - REVISIONS
MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 1-.�F �' RE1�. N4. 7.ONE: CaTE: ECid NO. ----_ DESCRIPTION
( CLOPAY 84 A, 94 73, 75 75, 75L 58 CLOPAY 'GALLERY' GD5S, GR5S 03 - a'/24/13 - 5H ADDED LONG PANEL OPTION. -
-6 '.-'--� i Cc
- [DEAL ARST 5R-T 1 -RST 4F ! HQ..MES 'ARTISTRY' _ P.R,,,,
1-01 MES 48, 488 42, 42B - -- IDEAL 'C,RRIAGE HOUSE' ED5S ONE STANDARD INTERMEDIATE STILE BETVr_EN EACH ERt2CSS
LOCATION.A>-IAJILiO W/TOG
(TOP & RAQ AND
'
SHORT LONG FLUSH SHORT PANEL URETHANE ADHFSwF. (ALONG CFVTE.R).
._..............__. GLAZING MAY 8_ STANDARD OR r,y.A 'CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL. AND -CLASSIC" D
_-,.-,}•- LONG PANEL ALSO APaRO:rE?. SEE. TABLES 8EI.071 FOR DETAILS.
+ 1.# I GPT€ ,NAL T N EXTRA STILE BE STANDARD (SPORT PANEL}OR
ti _
-IMPACT Rt£f IANi iAZlh L,NLY Sr€OR't C!fl! {Lh,:C PN'IEE} S Th9LES BELOW. _
-`w!N IS,£.P4 D. SEt-SECT10:'-EGi8<:Y-_= -__- - __MPR _ , -
! •. �€ -- .-_ 3
SHEET 75;+0 FOR DETAILS. (C ac!P:C `OvdN iN - CO c CIAZsT.0 �HC+1�.-L3 ,3. �ECTiC`.t
..-_.... ..—— -- _--- --...._..... _ - s. WERMECIATE
SECTION.) _ --
- - --- I u r--, ....,,.. —�- -Victl "B"' (SEF:--SHEET THREE).
m .. 7/ it 7/ 1 7✓
- - —i
cam' I i t€ : I € • i- ti1ENV "C" (SEE SHEET THREE), + ..
- -- ' }} ,
x •cr ° + - i 3 16 Gk. ENC STILES ATFF.CI'EC TG I- '�!
: 1
__._.....__•.__..----- a .n
_... OGUF( SKIN vr.Tii PATENTED - ---- ---- ---_
C i 1' V . '--� 1. T.ONTEP). SYSTE+4 O TO IIAND Y.• y' ! - - e ---- - L
JII gg �� I £ i f
x x �, I,i 1 I !I �! € II .'.ENTER), ATTe.CHEO TO TG?h.'JD 3 ( ,j J
i BOTTOM RAIL A'.TH PATENTED
TOC-t.-LCC. 5!STEN ' "-
__.... jl
TWO PONT LOCKING
.Iia..
v � t (i, : ? ';� !! III•!. � i� 1,170 iRAO','.. ( = i 1
i1� Iii i i iii lit i I
L---�-A �O€%TIONAL OUTS.DE KEYED LOCK POSITION. (2) LH?TOP BRA.c"S U'cr 1�
MAY.. DOOR VVIOTIH 16i-2'-- - 8
\\ INNER 07TOm BR;CKLI.
INSIDE ELE`✓ATICE3 (1} ,3-614 ROLLER CARRIER ACK.
__......-. y Ot 2G3_4) USED WITH 3•' TRACK. SNAP LATCH ENGAGES
.. L
LOCATION OF GPTSO?LAL VENTS. TOTAL VENT OPEtaiNGS: 5O Ii'' PER VEHICLE. NTO R-t Ai ACK END
I DOSR HEIGHT ._R QF GONE SNLAPC'ATCH ON/ S,1LE.
j - SECTIONS I
SLIDE BOLT LOCK EACH SIDE OF OCOR,
_-4 "- 'r-,SSIC•3 ISED i'•an� -cnaL'ss isioRs ^co-c:.,rrz rows::RrtScn ENGAGES !rT3 p
I.,RT PA& L7A'u PNEL PA•SL EMEOSS DDDRS ENL% !! € I fJ
E VERT€CAL TRACK. OUTSIDE I
!�'0_TO 10'6" 6-- a CD'1',TERY. -DF Srn c DI'[DHK S:..RT PM1:EL Si!L... '��' i# t
LF4'•/,ETN STILES DOOR VID'.t ;W,EP_Y.STILL fr:
I
4 .3 2 1 1
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOERS SI?CE T: REVISIONS
MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA '`I' REV. N0. ZONE: DATE; F..CN NO. APPVD:( DESCRIPTION
CLOPAY 84A, 94. 7s, 75 75,'75L S8 CLOPAY 'GAL.EERY' GIISS, CRSS Q3 - + - - SEI i SEL REnSsGt' HISTORY ON SHF_EF OrdF...
1 _-1--- --- --
IDEAL 4RST 6P.ST I 2RSF ai• HOLMES -ARTISTRY' AYSS
HOLF'Z.S 48, 48B 42, 4 -- -- IDEAL 'CARRIAGE HOUSE' EDSS
i SHORT LONG FLUSH "HORT PANE:
1MF'i:CT-RESISTANT CQN 7;?UCTV L: STANQARD ASSEMBLY CONSTRUCTION: j
SOLID COORS (NO GLAZING) OR DOORS WITH OrPTUONAL IMPACT-RESISIAN7 GLA7ING ARE OPTIONAL USB OR 1/8"ACYRLIC LITES AVAILABLE. OPTiON0.L ACRY11C GI.AZING IS
IMPACT-P.ESISiANT. OPTIONAL INJECTION-MOLDED POLYCARBONAF£ FRONT FRAME AND PLASKOLRE O.P71X OR LUCIi£CP APPROVED CC2 PLASTIC iN ACCORCANcE WITH IBC/FBC
_ GLAZING IS GE LEXAN SLX2432T,At!APPROVED CC2 PLASTIC IN A.000RDArICE WITH 2606,
18C%?'8C 2v"O6_AKD AN APPROVED-Cl PGST!C IN ACCORDANCE 44iT1-i F8C_2G i-t;--- ---" THE-ENTIRE-DOvP,-ASSEMBLY THIS SECT-J.. R?EETS-TrfE- - -- -- ---- - --- - -
TH.E ENTIRE DOOR ASSEMBLY .:STALLED IN COMPLIANCE WITH THIS SECTION LIFE+^ THE VEND LOAD REGU!REMENTS OF THE FLORIDA B'ALDIN'G CODE OR INTERNA71ONAL BVI GING
LOAD REOUFREMENTS OF THE FLORIDA BUILDING CODE AND 1NTERNATKlN•At. i.?iNLCiING CODE BUT PGE NOT DEET THE IMPACT RESISTANT REv^I?iP.EL1ENT FOR v.N030RNE DEBRIS
CCC£ rd.D IS LARGE-AND SMALL-u SSLE IMPACT RESISTANT. RECONS (REF.CHAPTER TE F•BCjiBC).
(('+ SECTION B-B (11,1,_-A CT-RESISTANT G LA':N;_2_QH• _N SE:,7IO?'� B-B `P!O4�I-1?.ft�:",CT RESISTANT GLAZING OPTION. ' �+
L 1.
IImo....._..........._=
FRONT FRAME WITH U.V. COATING Qhl OUTSIDE SURFACE.
NOTE ThiA.i FRONT FRA,S£ IS tMP,RGWEP THAN
I DETAIL '�' ---'-- _ �!MPACT-RESISiwT FR?»!£.
rs
OF'IIC'AL OECCPi7.1vE IJUlli?UPPOS:W-P.B."iU0 rhaE
•� E I I
BE
<_•AP_IN INSERT. J ,. �l fTTWEEN FRAME AND FACAOE).
DECORATIVE FRG-.,T FACADE,
GLAZING—
INSIDE I f
6SB8-�
LITE RETAiNE.R. I
__ --STRUCTUPAi.SI;.iCCtdE SEAIJNT J r
j ( (6£T'tr£N STEEL Si+:N AND FRf.M.E). Sx3ja" FAN HEAD SCREW{10 SCREWS PER LITE),
i!:FACi RES ISTANT 1 CRE-P.EC_ INJECTION'
.POLYSTYRENE REI:iWEP FASITNE:O"O FaAr,+E WITH
B I 34:12 DID GE L`cXA3d f?O)#R x 3/4•PAN HEAD MACHINE S_RUWS. p
LX24„2T FP.ONdT J
I FWIAE h GLA2140. i
IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 104710-A DRAMnNG 104710-5
NO 6 8 �� MAI.UFACTURING PRODUCT CODE
SHORTPANEL: P - - -
DESIGN LCAOS: +36.0 P.S.F. S•. -420 P S.F.
l LONGPANEU PAN-2�
l TEST LOADS: 4-54.0 P�S.F_ 3c ....BTO F PAR- NO.: N/A 756
J � -
. �9.• SFA E OF �� I ,.Tress S:ntec ........_.......8535 Cu!ce'6oWevcrd.... .........................
.............vINDLUAL RATING
._
TOLERANCES ®Clo a Mcscn,O?4 5D USA
IleF•.C p R 1�:•����. € ®Clopay Sm.
hdo.5r3-770-4m '�
�'G`SJONALE�o`` x m.01.5 ID.ESCRI lord:r S EEL PA`,.-,. ps / c I
grrrr L,T�� .DESCRIPTION: 2" TEFL .A DOORS t6'2'1a (SEE TABLE FOR MODELS)
.c000 = i.cot DRAWN BY: SH LATE: i t/?9jt.5CA3.E:rd TS O Z
DESIGN FItIGLvEFR: 4 SIZE
ENGINEER: Oeg.cce t 1 J?' Ch?.ECi<F..D B'i, SH DATE: ?7/2Q/31$F•iEET 2 OF
SCOTT hfAM€ETON, P.E. unless SLmea O:b—w
FLORIDA LIC-:NSE No. 63285 _ 'oouwsur+S ARE�:+INCKS.(i4r0. NO.: 104710-AJ4 YEP: LBC I
�___._..__._.._...._ 3 '4' � 2 FLORODA ��c.DUC T QPp1 0 VAL 16f 07
4,
'CLASSIC' RAISED PHi4El EMBOSS BOORS 'CARRIAGE HOUSE RAISED PANEL EMP.DSS DOORS SHEET, __ REVISIONS
MODELS 4 24 GA 25 GA 1 25 GA_ 24 GA MaODELS 25 GA z OF 4 REV, N0. ZONE: DATE: E N NO APPVO:' _ DESCRIPTION
-
Ct_DPAY ff»H, 54 '3, 75 76, 7:!L 98 CLOPAY 'GALLERY'_-- G05S, GR5S ( 03 ; - ( - ! - SH SEE RE'sSiCN ti1570!ZY CT4 SHEET JNE - --� _"-
T FkL 4R�T bRST ( 2RST 4F tID1..HF.S 'ARTISTRY' AR5S --
H'LMES :48, 48B 42. 422 -- -- II IDT— CAL 'CARRIAGE HOUSE' ED5S
L_SHORT LONG FLUSH t SHORT PANE(. -� I--2" THICK
Hrr,l?D>rr4. (TOP) an6 JAMS TO SUPPC
.._.......RTNNG STRUCTURE ATTACHMENT
T �
i
SND MCAD FRO>4.:Doce} _-! ryf _ - S Ga: (C O7 fdl'v. .Hr!�}. _ i2} t Ca G IV STEEL TOP RG;.--
.L(JAit EJ}i-Tr.�-3"02!<-'RANe•rRREG.-TO Tim TrdC✓,;,ND'1'c1T r'RrlA'2iC TRf.G€�TG ___ _ _.i _ _ GR•". C t2 2 �`-3' S £4C.".
€ .3 The 2x6 VERT€.,'.:SYP(GRADE g"2 OR BETTER).;,vjBS. 140 LOAD;ROM THE DOOR IS - - --- - - --- _ - - -- _----
DDD STET X,-P 3P- •(af"-' jj Cd
( WITH G 40 GAl AANZING, 7 ,�BR+CK i AT7Aa:HED 51/(4} E 5j8- SHEET'
TRANSFERRED TO if1E HOFJZOVIAL(TCP)3AL+B.
i ! 2.EACH VERTICA;JAMB SEES A&UXIMVV DESIGN LOAD OF --,W LB& -3?6 L9.PER LINEAR BAKED-ON P'I MER AiND A 1 TO TOP BRACKETMETAI V4S. ADJUSTABLE SuDE
Wi 80075
FOOT OF JAMS, P'AKED-ON POLYESTER PANTED (2) 1
3. ALL-WAS FASTENERS MAY BE (BUT ARE NOT REOUR:C,TO BE)COUN[ER$UNK TO PROVIDE A TOP COAT APPLIED TO 3OTI1 ! AND NUTS PER BRACKET'.
: FASTENER FLUSr!MOUNTING SURFACE.
- _ _ _ - _ _SIDES OF STEEL SKIN._
-( T,'rc- - - 4, A t/3 STP.ESS-INCREASE FOR WIND LC.-WAS-,NOTT USED 1:4 Tr!E CALCULATION OF-ALLO pai-E -
LO.'U)S FOR ANCHORS AND FAS'ENERS FOR STEEL.. CONCRETE AN'D t1ASWRY.
j saX.
!
SHIP LAP
- _DINTS I _ 14 GA MIN. GALV. ROI.J.ER HINGE:. EACH I C`
hiiNGE FASTENED TO END STILES
2x6 VERT;.AL JAMB •I W F
J F14x5/3" SHEET META; AND (2)
7!4'x314- SELF TAPPING SCREI(:5. SEE
4_— vie^X
--... I 4
ONE 4" T-STRUT PER SECTION. (SEf. ViE;•t
2x6 ,AMP TO SUOPORiiNC, jR,___RF AiTACH!dF(_? ��,lI ;;I+ "?" "D") EACH T-STRUT ATTACHED AT EACH
(N-JT TG B.E USED FOR-TTACHMEM OF TRACK AiSGIc`TO 2x6 1•i:l<";r{! ,;4!.165 OP. SUPPORTING STRm,URFi 4" TALL TAPER STRICT. MINCE LOCATION WITH (2) i W,5/4" SEiF
;MAY)tW!/ D.057" 1,4!14. GAC, STEEL. !s"11NC- .� l$.
ION-^GISTA.ENTER 50 KS:. !LIN.
NC
EEL
BU!LOW;3 SPE FASTENER TYPE �rsT" WASHERS HER S
rA_T ."
r-£R 5•! z '
R__�vK '/rALi Hill
IA3V. 7A1F,FQ IFP^.0;: Rr E 7
3::03 RS!WN. CONCRETE i l x , MIN. EMBED 7APCOt:f4NC,RETE areUiOR S
PS!wN. crl,',RA' 8"X 1 3 VIN, V. 0 WL R M:KR TsTE SLEEVE IS-CHAR _ --,a •"� <
f,7NCR=7 rL$_% 1-3/s"U14 FURFD 1" I_R MIKR 7[(r S'�',_Y�-,aN. ? 4' [INi.L[!^.FD!
v. F2.Mr'.1p-y� cr i/2". 3'LtG�CREtt'IAS TL1 A3DZ_GRAGE_A)_?_$L -E"Am I"'TQ STRI'(^UR" 17-3/x- T 1-L+.D_'
F!RST (ROTTCl1)ANCHOR STARTING AT NO MORE THAN€CALF"OF TRE MAxWUA1 ON-CENTER DIST/44CE. HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH AS THE DOOR OPENING. >,
CLOPAY GOES NOT SUPPLY,;AMB ATTACHMENT FASTENERS.
LrT2 N1}Fu4 DISTANCE BETWEEN CENTER OF MJCHOR AND EDGE OF CONCRUIE SLCCK: 2-1/2" EXCLUDING STUCCO THICKNESS. GA ls,i;4. GAL`,. STEEL 907TG.`.d BRACKET
t ATTACHED WITH (2) #14x5/8"SHEET 9ETAL
i
SCREv'JS.
3-ALUMINU7d EXTRUSION &VINYL WEATHEitcTR!P.
HAIy2�i� ,/- 014
SHEET 8" SHEET METAL SCR`NS ` SE.C71C}N %-A (SIDE VIEW)
0 .
yC.�1GE/VSOiy'y�r10
-
ao d
*'`• MO 6 -8�-•.•*� p-O� 00 iHAhUFi nCT"4sr^-PR;;TJUCT CODE
j
0"i",
SHOR,T PANEL: PAN'Y153
� 1/4"x3/4•SELF3 .La7N^ PA1'EL: AN 156
t 3( DESIGN !CADS: +_ALC P.S.F. & -42.J P.5 F.
+�• t ss =CCS •O .O TAPP411G SCF?EWS. __ PART E OF �- TEST i.'A(}S_:G�T,L P.5_c'_9:_-63.0 P.S.F. _ _ PA. r_NO.: N/A 1
•!(/� 14 GA FN;s. HiNG LS 18 GA. dA!€(4.T iM¢TERAIED'AT' FtllirF 1 4niCSl 5!.dcC^Ine,..:se 5565 L'Ukc.Rcalewrn �€Ni.9.DaD R:.?IN '1
f ......C o P':�'.� ✓I w "e" v [', TO 9,9t NCE a« Clopay WM ,.ON 4:040 USA
ORA �� ._- ® Tel,tto.51Tr1?0-4 fn ` r'[[ l
4 Eli IOLW4 ProWs 0 r, 1 Fm rh.513-770-4E.53 VV 6 DP
3 I
`t" A+1f1%LL`, .OD= 3 015 #DESCRIPTION: 2-STEEL.PAN DOORS 16'2"W (SEE' TALE FOR VOGELS)
.00U t.OG1!
DES GN cNGIilEE.F,>: WOO := 1.001 1DRA'h.V BY: SH GATE: 31/19/t2;SCALE: ITS
'SCOTT HAMiL V?M
PE Degrees = /Y (CHECKED iY: 5H DAir: 11/20/t2jSHEET GF 4 S2E
FLORIDA LiCERl5E_�Jo. 5.1286 U:,!ce•cus wE c'.lse ! - e
71N[N51C1!$0.41:N u: 11 DWG. NO.: 1 04710-A/6 IVER: fSC
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS BOORS SHEET' REViSIGNS
MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25
IGA _ Z_O_NE: DATE:_ ECN N0. APPVC: DESCRIPTION
CLOPAY BSA, 94 1 73, 75 76, 75L 98 CLOPAT 'GALLERY' GD5S, GRSS 03 - SH SEE REVISION HISTORY ON SHEET ONE.
} C1
MEALa^n l'T j 6RS7 _RST 41- HOLMES 'ARTISTRY' AR5S
I HOLMES 4B, 488,42, 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S
SHORT LONG FLUSH: SHORT PANEL ~
Y HORIZONTAL TR,AC•,K SUPPORT UT fJ
DOOR FNSTALLER go SUIT).
NQTF. TRACK CON IGLRATJON ABOVE THE � DOOR COUNTERBALANCE STSTELS JAlAS CONFIGURATION
_ € COOS OPENWG DOES NOT AFFECT THE (:3OeZ rOORS,UP TO 800 €ES.
--W€T.Q EhAr. RI•TIN+'Gs THIc DCG3R.. '..- f EIG'{T -
_ 13-GA'GAL'd:STLE 97LAa-ERA:KE'li ACED-70—
JAMB
O - -_— _?'C<OUROYERLAP`tEACr.=57aE1 i _—
�:- - 6>-B•' Tn" J ..1 - h r STOP I.E0UUMNG 5Y D40:R PISTA 'R TC SL',T). - --:.-
t J.uSB Y1TN (3}SfiE'X i-5/8"Eli.,_;.R£YrS •• --i i[
>,� ...Z - 6„A ..AIV.STEEL END SF
AND TO TRACK'WITH (23 7/4"RP>rIS. '5�: 2x6 yYP WOOa JAt-"B. SEE !-
7•--6" "'A78 P:JEPti>�:ON Nfl'i�" j! ' 16 wl i:hv STe EL DOUE E END SSE,
2- TPAC', CONFIGURATIO\! ��. 8,- " r.. I A, MIN.CALV. STEEL WTEM-1.STILE
C00.RS up TO 814 LBS. --: AS ROD:SP.CTNG NTE 14'OC. p•_0�"'��P- I IS 1L' ?"' CviER,
_ 2-1,'2"E 12 GA-
9-6- .O -6- r_TO,CENTER
_ J 2 G (((11
m t :UFiYTRa.;n gRACKEiS FASTENED 70 �hl E-FASTEN£!-
i ` _ EACH X14<5f5•.
o ! 63" 2"GALV. STEEL 7RACX, •0'-0-11 Yr000.Jalgs;YirH 5/0 x 1-5/8" f ..__ -€ STT_c •q,4�.SC 'S.
o EO_5"1 i LAG SCRc..v.'>Nm i TO E%f.E*-; 14' /illy_+ i 1 SHEET L':£7AI.
I ,1.�TRACY.THICKNESS:D.083.
3 tl I r 1 •_0"1'AI
51" 13%•- -�..I DN-CENTEI'.. MIN,Qa' (9)UiC 1 I 1_7f16"LD, ROUND
y a S_,,F;£vrs RE'OUtRE6 PER JaJ4B. f I PUSH HJT
_ 12•-fi"}4"` 2-GAT.:'. ST'eEL T-r.AC'Y. Fa.ST£NEO O } .
FASTnc�R.
-38- ..TYP. 2_1f2` x 12 G GdLv 1�-0"i 14 12 C,A Gaiv STEEL'RACK BRACKETS 1114 GP GALY.STEEL ROLLER H:NGES FASTENED TO END STILES W/'41 EACH 4:4x5/8"
v s I STEEL TRACK BRACKETS, i"S_C"•54" viITH `cRI-f(2i 1!4"DIA.RIVETS OR ,� SHEET METAL SCRET'F AND(2) 1/4-SELF'TP^PI14 SCREWS P_n END i-R.GE.
ATTACHED 10,:AVe 14':TH f1} i4•-D- D" (1) 1/4`X 5/G•BOLT'&NUT PER 1
n 24" 5/16"S 1-5/8'LAG SCREW PER 14'_6..)7.. 1R:,CK eAACKET. 2"0W.7-1/2'LONG STEM, 10 B41L STEEL ROLL-R 1•RTH STEEL OR NYLON;IRE
4; TRACK 5RACP.ET. 1'..-• 77't•• t
t, xC,F10N C-r
3-1f2' LHR 8R•„rCEF{2-1/2`>5-314`x 12CA)
jpREPPARAT!'�u OF•JA_A[T S�(1_O'IJE�R. ATTACHED WITH (_) 1/u_x 3/4`SELFY'TAPPENG
SCR"c8'S.NOTE THAT L-.R BRACKETS ARE ALSO
USED W114 Wi ,JOLE ENO STILE”aS SHOWN IN
:YZTS:TRACK CONTi0L1RAMOv A80A, THE S- ZONE 8-3 SHCET 1.
3' TRACK C.(0,^.FI".URATfON DOOR OPEmNO DoE's NOT AFFECT THE IA!.iCi ^.07SF GTIP.ATIO': P4-6_.''R5G.45
I ;OZRS�O LBj AMD OVER. WIND LOAD RATING OF Tif.S U _R. _ Hc4Di?C01:p'�Tll:w
_CENTER HAINC REOUIRED FOR 4��'Z�-S`BOO LDS !d". Q-('• .
DOORS OVER 8'MCH. ,l' (AvrJL i R BOTH 2'AND 3`TRACK]
NFC_
t 1-DOOR DV''4LAP{EAG.SDE) � � :
t L1
2.6 SYP:MOOD JAMB. SEE
�, SC^OP n OGALV. SEEL*LiLDiNG BY DEtO.'J SKE�E4(TO SUR) p
I ? 3 ,.AL TAP RED SIE..L R. K ND Ah€ TRACK "JAMS PRcPARAI.- NO LJ
7 11xKESS:0.101.ANG__ lHiCKNESa. .080. '-HOR2ONTA_ TRACK L..; f'' r�r X16 G0.xt1.V STEEL CCUK E.EN:SiAE
2v'CA, €LIN.CAL:'. SIEEL INTEPV.STILE.
Y
wJ! ANGLE DtYENSIONS 3-1i4' •!_7/e' Ji STAU.E 9i D0UI
6NSTALLER(TO SUIT), 18 GA. GATE.STEEL CENTER\_VFR'ICA;./HORIZONTAL iHACK 14'LuxitEUM SPACING 3_1/4".2-7/ '0 =NG FASTETJrG TO CE,"TFR
JUNL`TIGN. W7 1/4'BOLTS 8'VIN. .0.0,',fi"TAPERS,) __...__ H. C
T FROM(.ASI MOI - .. ••'-
ANGLE.SEE LNC BOLI tA0'J%7 CJG BELPA', _ "' \ _I STILE Ytf(q)EACH "14x5/8"
�� &NUiS F'CR E'!w^11 TRACK. SLOT TO"RACK JUNCTION t _
{—� F 7/15"�.D. tJNO SIc'ET METAL SCREWS.
! i I 1 PUSH NtiT
A^DTHONAL MOUNTING SLOTS t 1` FASIEN£R.
SPACED AT 12"CEJ.7EPS. a
- S �[I' 0.101-THICK 3-CA1.V. STFrt TRACK FASTENED 1 t 14 Ori. GALV. STEL ROLLER HLNG.=S FASTENED TO ENS
STI
I-KED TO
I HAA4 l�i � T 12"GN CENTER APES U ANGLETAPERWTH OrEETI/4K.•,/SA DOLT & i `AhoE(2) ?/4'SELF TAPPNG^SCR£WSSHEET '`PER LEND^tuNCE
nM11 AT
G1CH LIOUNTING SLD-v. 11
`� �, F'•, = J L 3-D6:. 8-1/2"LONG STEM BALL BEARING STEEL ROLLER.
!MANUFAC iUR;NC,,PRODUCT CODE
No 2 �_. v j SECTION C-C {.
z SHOR P?NEL: PAR-2F153
Y•"TRACK BOL:AND NUi AT EACH _ �ry,¢�ry PREPARATION OF.IA!!RS BY OTHERS. ,. PANEL: > _
• "' •" ! MOJ`RINO SLOT LOCAT*,N :<k✓��' - il.'�G EM^7 2F756
• n I DESIGN OARS: +36 0 P.S.F. & 42.0 P.S.F. j
si!S T a o / ..__. _. EFT 'CiAT15 54.0 P.S.F. 0 0 a S F I PART Tc0 N/A
F1 X73 S ATE OF .u!� ! DO3R cR`i^L % Lr.css s1 t e 0he..:sc ®(� 8585 Cukc gct9evard T w:N L iD RATCNs
22" HE171- TRACK LENS fi I
i d j TOLERANCES
es UQ �� tlaor..G8 45.46 US'
'•.( Q4;%"��♦ I T-0 7 ® P Te_Iio.513-1:0-4500 / DPI' r
i�Fs •Q�� C?J` I -B4" 8vT5n;P:oGucts Castani Fo<:,'c Sli_.7J-<s5J I W �i J I.
�i� S/- (C,C�♦h '9'-"197" ONE 5f 6-< 1-5/8-LAG SCREW SPACED AT TSE S•ttE .CJ = t.015 ? o TABLE C
111111.1
J tf 11 14���, ta'-o �s'r— DISTANCES AS THE TRACK nOLTS O.E. 3-1f2". :O-,22-.34". .000 = f.015 1 DESCJ.IPTI_.N: 2"STEEL tN DOO?.S 1G'2*'V (SEE TAB_E FOR MODEL_)
46". ETC;. ;d?DTilOW1L LAC SCR£riTr LCCA.TED A: 15 28 & .LOCO 1,001 I L1P,A';",7N By: SH CAT,... 11 f 19!12,CALL: NTS ...__ti7vL'G.
Dr SIGN E:NG1t�EER: s-Vz" 4-D' ,s6
�.,__.,�_-___ 40'PROM BOTTOM. TYtO LAC SCREWS ALSO
I.00.?TEQ ALiOvf. Degrees _ 3;!2' �CHECKEO BY: SH _ DATE' 11 20 12 I{Ec'T 4 OF 4 E .t..J
SCOTT AMI 1% 1s.E. '� vERTICALfHOR120NTAL TRACK JU7JCTION, iv,u<ss
FLORIDA LICE,JS TaR. 632£75. !DLVENSION>na;.IN Iwi,HEs.i Di'iG. NQ.: 1047;0-A/B 1Jk R: If3C _-
4 2 FLORP A P1,900 DUCT APPROWAA L 16107
10
---_-------
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 t he drawings listed
below. I have reviewed the test reports, which were;generdted by accredited
Independent laboratories as required by,the relevant Florldbl Administrative
Rule, the engineering rational analysis, and the product drawings. The test
reports are listed below, Assembly testing was condul cted by American Test Lab
North Carolina. Component testing was conducted by HETI11and 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 Pr,essure[Tests were
conducted in accordance with TAS 201-1994.and TAS 203.J'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 the I se test; or results obtained
through engineering rational analysis based on actual tests�l' I have concluded
that the door designs listed below in Tables I through 5 areIn compliance with
1 Florida Building
these High Velocity Hurricane Zone test requirements of the
Code and therefore lare qualified as impact-resistant l'asse m I blies (large missile
impact).
TABLE 1: Dra-vjMs for do.. . with Manu cturing Product Code PAN-2-WaL
..........4---ke- ,P15F '(design load)
10 -710-A v03, max. door size 16'2" x 16'0"; +36/-42 a
104761-A-Rev02, max. door size 1812" x 16'0"; +36/-42 PSF (design load)
TABLE ,2, witb . anti acturinci Product.Code ('MPC) PAN-ZF_143_�
_rS
104.753-A-Rev02,- max. door size 16 011; +34/-42 psF (design load)
104-762-RevQ2, max. door size 1812" x 160 ; +41/-46 Psr,' (design load)
104754-ReV02, max. door size 16'2" X 16'0"; +46/-50 PSF ((design load)
TABLE 3: Drawings for doors with Man -mingA
F -Pduct'Code•(,MPC) DSIE-IF171-
104724-A-Rev03, max. door size 16'2' x 16 0'.; +38/-42 PSF (design load)
104751-A-Rey0,2., max. door size 1812" x WO �: +38/-42 P'SF design load)
104736-Rev03, max. door size 16'2" x 16'0"; +46/-52 POI (design load)
104752-Rev03, max. door size 18'2" x 16'0"; +46/i..50 PsF, (design load)
11'
TABLE 4, Drawings for doors with ManufactuLing, Pr C e �WCI DSIU-IF171:
3"38 -42 _PSF (design
104777-A-Rev02 max. door size 18'2" x 16'0' ; +1;W8 _1 load)
1- 9 (design load)
104778-RevO3., illax. door size 16'2" X 16:0 , +46/452 Psi
104779-ReV03, max. doo.r size 18'2" X 16'0 1 IF46/-SO PsF" (design load)
TABt )r I r cru in Product Code I PC , - C)q!
-fd 44 7j ev02, max. door size 9'0" x 12'0"; +47/755 PS" (design 'load)
PAGE 1 OF 4 FILE CBPC_121212-A.3
S4 i'l
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORsI,W6^W8
I
104998-Rev00, max. door size 16'2" x 1210"; +41/=47 Ps'FI (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: Drawings for doors with Manufacturing Product Code (MPC)_PANr2F,S3:
3.04710-B-ReVO3, max. door size 1612" x 16'0"; +36/-42 I?sF (design `load)
104761-13-11'602, max. door size 1812" x 16'0"; +36/-42 nsF Cdesign load)
TABLE 7: Drawingsfor � it Manufact Ijring Product Code (MPC) PAN-2'F14�j
104753-13-Rev02, max. door size 36'2" x 16'0"; +38/-42 LSF (design load)
TABLE 8: Drawings for doors with Mane.fi actuL[ag-, a PC DSIE-1F171:
104724-B-tRev03, max. door size 16'2" x 16'0"; +38/-42 PS'F (design load)
104751-B-RevO2, max. door size 18'2" x 16'0"; +38/-42 ' SF (design load)
BL Drawings s for doors with Manufacturing -P odu ' rod,e„1C1.DSIU-1F171:
104777-B-Rev02, max. door size 18'2 ' x 16'0"; +38/-42 ISF (design load)
Test Rel2orts;
,I
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 (11/20/1.2), ATL-
1023,0.1-12 (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 si;andards and are signed
and sealed by- David Johnson, FL PE 61915,
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 o„ne-piece injection-
molded front frame and grazing. The following models are at least structurally
equivalent to the tested door, 84A, 94, 98, 73, 75, 1;5001 1!§O, 4RST; 4F, 4RSF,
6RST, 6RSF, 48, 48B, 42, 42B, 55, 55S, GD5S, GD5SV, GRSS, GR5SV, ARSS,
AR5SV, 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 1s 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
ii
PAGE 2.OF 4FILE; CBPC,_,121212.-A.3
II .
W
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE OOOR5,W6 W8
equivalent to the tested door: 84A, 94, 98, 4RST, 417, 48, 4.�SB. Not all models
may be shown on a given drawing.
Product Description for doors with 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 2" 1". 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,kested door: 4300,
4301, 4310, HDG, HDGLI HDGF, 66, 66G, 67, 67G, 68, 626'0, 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 foamedin place between both skin's] . Both inner and
outer skins.are min, 27:ga. (0.01,6") G40 DDS per ASTM A6�53, The maximum
-Re'.sistant Glazing.
section height is 211". These doors may have optional Impact
Optional Impact-Resistant Glazing is a one-plece Injection-i�olded front frame
structurally "'
and glazing. The following models are at least equivalent to the
tested door: HDP20, HDPF20, HDPL20, 7200, 7201,17203, 18200, 8201, 82031
1 1
9200, 9201, 92.03. Not all models may be shown on a glve,n drawing.
Product Description for doors �
-,6Ctth MPS 1N-1899:
These doors consist of 2-13/1,6" custom wood, door sections with
hemlock rails and stiles and decorative cladding and!overlaVs. The maximum
section height is 28"'. These doors may have optional Impa:C''t-Resistant Glazing.
Optional Impact-Resistant Glazing is certified laminated gla''S' s 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.
LMp a
�e!9 1�st In�Gl Glazing I�nI�M :
The optional impact resistant' lazing is an injection-'m-olded
polycarbonate front frame and glazing (GE LEXAN sLX243 T, ) that is an
approved C1 plastic in accordance with testing requi red byj1FBC-B 2612.
Approval based on review of the following tests: T
HETI-06-AO02 ASTM G155; HETI-06-T566 ASTM D638 (befdre); HETI-06-T634
ASTM D638 (after); ETC-06-1024-17496.0 ASTM D2843,1` ASTM D635, ASTM
D1929.
Li j� tions,
The drawing(s) cited above are an explicit part of this evaluation report.
The text of this report does not attempt to address all desi'l.'n details and relies
on the Illustrations and text of these drawings as well.
Ij
PAM 3 or 4 FILE: CBPC,_121212-A,3
EVALUATION REPORT FOR 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 sir 1 ctural elements
shall be the responsibility of the professional of record for the building or
structure and in accordance with current building codes WIthe loads listed on
the drawing(s) referenced above. '1
Installation requirements per the relevant Florida Administrative Rule,
including attachments, are detailed on the drawings) listed' above. Installation
must be in accordance with manufacturer's instaiiatibn instructions and must
be as shown on the drawing(s) listed above. The manufactr<rer's licensed
design professional listed on the drawing(s) has reviewed the attachment
details and installation requirements.
I
Signature: X00%,f �HAMi11.#..
C•E N S••.O
No 6.3286
Scott Ito4P. i
Florida P. E, No. 63286 w
STATE OF
Alh
Date: �'t r--� '•� fi '• 0 R 1p.•'�`;4
'i v
r,��rs NAS :�%`%
I ,
1
I,
II '
I
PAGK 4 of 4 FILE: CBPG_121212-A.3
f i
I