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a•=tYr+ P i FL# FL5684-R7
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason, OH 45040
(513) 770-6062
mwesterfi eld@clopay l'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
✓' Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Scott Hamitlon
the Evaluation Report
Florida License PE-63286
Quality Assurance Entity Intertek Testing Services NA Inc.- EPL/Warnock Hersey
Quality Assurance Contract Expiration Date 12/31/2038
Validated By Gary Pfuehler
Validation Checklist- Hardcopy Received
Certificate of Independence FL5684 R7 COI Certification of Independence of Evaluation Entity-
Gary Pfuehler.odf
FL5684 R7 COI Statement on'Independence of Evaluation Entity-
ScottHamilton.pdf
I
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
I
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 03/19/2015
Date Validated 03/25/2015
Date Pending FBC Approval 03/29/2015
Date Approved 06/23/2015
Summary of Products
Go to Page 0 0 Page 1/2'0 0
FL# Model,Number or Name Description
5684.1 01 W8-09 DSIE-lF471: GD2SP, Gallery/Arti'stry/Expressions: Double-skin Insulated (exterior
GR2SP, GD2LP, GR2LP,AR2SP, skin 27.ga,Imin.; interior skin 27 ga. min.)Single-Car(up to
AR2LP, ED2SP, ED2LP, 4302, 6202, 9'0"wide) WINDCODE@ W8 Garage Door
SFC68, 4305, HDGR, MFR68, 6205,
SFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R7: II 104119-RevO4-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: +54 PSF/-60 PSF Evaluation Reports
Other: Max. Wind Speed(V_ult): 170 MPH. FL5684 R7 AE CBPC1111215-A.od
Created by Independent Third Party: No
5684.2 02 W7-09 PAN-2F153: 73, 75, 84A, Steel Pan (I min. 25 ga`)Single-Car(up to 9'0"wide)
94, 98, 42, 42B,48, 48B,4F,4RST, WINDCODF@ W7 Garage Door
6RST
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 0 11 101762-Revl2-signed.od
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure- +42 PSF/-48 PSF Evaluation Reports '
Other: Max. Wind Speed(V-ul-t):.1-70_-.MPH;..,Opti.onal Imoact FL5684 0 AE CBPC 111215-A.odf
Resistant Glazipg.available -diated6by-'In
ddp
end6ntThird'Party: No
03 W7-
16 PAN-217153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double Ca� 9'2_--i6`16'2:'-wide)
94, 98, 42, 42B, 48, 48B, 4F, 4RST, WINDCODE@ W7 Garage Door
Z�ter.
6RST
Limits of Use Installati n Instructions
Approved for use in HVHZ:Yes FL5684 0 11 101369-Revl5-signed,odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by y Independent Third Party: No
Design Pressure: +42 PSF/-48 PSF I
Evaluation Reports
Other: Max Wind Speed (V-ult): 170 MPH. Optional Impact FL5684 R7 AE CBPC--l-1-1-2-L.,5A-'-ti-df"
si�_nf�G16-zi_ng,_ava_flab_1-e --
esi b -Partv
jyfn epTldgnt��Thi�d y: No
Ld , n
5684.4 04W74'8' PAN-2F143: 84A, 94, 98, Steel Pan (min. 24 da.) 164"to 18'2"wide WINDCODE@ W7
48, 48B, 4F, 4RST Garage Door i
Limits of Use Installation Instructions
Approved for use in HVHZ;Yes FL5684 R7 II 1026'21-Rev07-slgned.Vdf
Approved for use outside HVHZ-Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +42 PSF/-46 PSF Evaluatlo,in Reports I
Other: Max. Wind Speed (V-ult): 170 MPH, FL5684 R7 AE CBPC 11121.5-A.Vdf
Created by Independent Third Party: No
5684.5 05 W8-09 DSIE-1F171: 4400, 4401, Double-skin Insulated (exterior skin 27 ga. min.; interior skin
HDG, HDGL, HDGF, 4300, 4310, 27 ga. min.) Single-Car(up to 9'0"wide)WINDCODE@ W8
4301, 66, 66G, 67, 67G, 68, 68G, Garage Door
6200, 6201, 6203, SP200, SF200,
SE200
Limits of Use Installation
on Instructions
Approved for use in HVHZ:Yes FL5684 R7 II 101703-Revll-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: +48 PSF/-60 PSF Evaluation Reports]
Other: Max. Wind Speed(V_ult): 170 MPH, Optional Impact FL5684 R7 AE CBPC 111215-A.Qdf
Resistant Glazing available. Created by Independent Third Party: No
5684.6 Q6 W8-Q9 PAN-217153: 73, 75, 42, Steel Pan (min, 25 ga,) Single-Car(up to 9'0"wide)
42B, 6RST WINDCODE®W8 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R7 II 101296-Rev14-sioned.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by!Independent Third Party: No
Design Pressure: +46 PSF/-50 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Optional Impact FL5684 R7 AE CBPC 111215-A.pdf
Resistant Glazing available. Created by,Independent Third Party: No
5684.7 07 W8-09 PAN-2F143: 84A, 94, 98, Steel Pan (min. 24 ga.) Single-Car(up to 9'0"wide)
48, 4B, 4F, 4RST(solid doors) WINDCODEp W8 Garage Door with no glazing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 11741 103287=Rev04-sioned.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created byiIndependent Third Party: No
Design Pressure: +54 PSF/-62 PSF Evaluation Reports,,
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors. FL5684 R71AE CBPC, 111215-A.odf
Created byl independent Third Party: No
5684.8 08 W8-09 PAN-2F143: 84A, 94, 98, Steel Pan (min. 24 ga;) Single-Car(up to 9'0"wide)
48, 48B 4F, 4RST(impact-resistant WINDCODE@ W8 Garage Door with Impact Resistant Glazing
glazing)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R71 II 103547-RevO5-signed.odf
Approved for use outside HVHZ:Yes Verified ByI: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by:Independent Third Party: No
Design Pressure: +48 PSF/-54 PSF Evaluation,Reports' '
Other: Max. Wind Speed (V_ult): 170 MPH. Doors with FL5684 R7.AE CBPC 111215-A.pdf
Impact Resistant Glazing. Created by Independent Third Party: No
5684.9 09 W8-09 DSIEO-1M479: Double-skin Insulated (exterior skin 27 ga. min,; interior skin
Coachman/Settlers/Affinity 27 ga. min.) with Overlay Single-Car(up to 9'0"wide)
WINDCODE®W8 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R7 II 103436-Rev02-signed.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +54 PSF/-60 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. FL5684 R7 AE CBPC 111215-A.pdf
Created by'Independent Third Party: No
5684.10 10 WS-12 C-DSIE-1F447: 3200, Double-skin Insulated EPS (exterior skin 24 ga, min.; interior
3205, 3220, 240, 240G skin 27 ga.,min.) WINDCODEO WS Sectional Door, up to
12'2"wide,,with optional Impact Resistant Glazing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R7 II 101705-RevOS-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: +52 PSF/-5B PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Optional Impact FL5684 R7 AE CBPC 111215-A.pdf
Resistant Glazing available. Created by Independent Third Party: No
5684.11 11 WS-12 C-PAN-lE448: 524, 520, Ribbed Steel (min. 24,ga.) WINDCODE@ W8 Sectional Door,
224, C4ST, COST up to 127"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R7 II 102645-RevO7-sioned.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +50 PSF/-56 PSF EvaluationReports;
Other: Max. Wind Speed (V_ult): 170 MPH. FL5684 R7 AE CBPC' 111215-A.pdf
Created by Independent Third Party: No
5684.12 12 W8-14 C-PAN-1E448: 524, 520, Ribbed Steel (min. 24 ga.) WINDCODE@ W8 Sectional Door,
1224, C4ST, COST 1213"to 142"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R7 II 103288-RevO3-sioned.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +50 PSF/-56 PSF Evaluation Reports ,
Other: Max, Wind Speed (V_ult): 170 MPH. FL5684 R7 AE CBPC 111215-A.odf
Created by Independent Third Party: No
5684.13 13 W8-16 PAN-2F443: G4S, GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga,) Double-
GD45, GR4S, E4S, ED4S, SS4, AR4S Car(up to 16'2"wide)'WINDCODE®W8 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R7 II 104067-Rev02-signed.odf
Approved for use outside HVHZ:Yes Verified By:IScott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46.6 PSF/-52 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. FL5684 R7 AE CBPC-111215-A.pdf
Created by Independent Third Party: No
5684.14 14 W8-16 DSIE-1F471: GD2SP, Gallery/Artis,try/Expressions: Double-skin Insulated (exterior
GR2SP, GD2LP, GR2LP,AR2SP, skin 27 ga. min.; interior skin 27 ga. min.) Double-Car(up to
AR2LP, ED2SP, ED2LP, 4302, 6202, 16'2"wide) WINDCODEO W8 Garage Door
SFC68, 4305, HDGR, MFR68, 6205,
SFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R7 'II 104038-Rev02-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: +46.6 PSF/-52 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. FL5684 R7 SAE CBPC 111215-A.pdf
Created by!Independent Third Party: No
5684.15 15 W8-16 DSIEO-1M479: Double-skin�Insulated (exterior skin 27 ga. min.; interior skin
Coachman/Settlers/Affinity 27 ga. min.)with Overlay Double-Car(9'2"up to 16'2" wide)
WINDCODE®W8 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R7 LII 103560-RevO4-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: +46.6 PSF/-52 PSF Evaluation Reports.
Other: Max. Wind Speed (V_ult): 170 MPH. FL5684 R7iAE CBPC, 111215-A.pdf
Created byl Independ'e'nt Third Party: No
5684.16 16 W8-16 DSIE-1F171: 4400, 4401, Double-skin'Insulated (exterior skin 27 ga. min.; interior skin
HOG, HDGL,.4300, 4310, 4301, 66, 27 ga, min.) Double Car (9'2"to 16'2"wide) WINDCODE@ W8
66G, 67, 67G, 68, 68G, 6200, 6201, Garage Door
6203, SP200, SF200, SE200
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R71 II 101488-Rev13-sianed.Ddf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: Yes Created by Independent Third Party: No
Design Pressure: +46.6 PSF/-52 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Optional Impact FL5684 R7 AE CBPC 111215-A.pdf
Resistant Glazing available. Created by Independent Third Party: No
5684.17 17 W8-16: PAN-2F143: 84A, 94, 98, Steel Pan (min. 24 ga,) Double Car(97"to 16'2"wide)
48, 48B, 4F, 4RST WINDCODEO W8 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R7 II 101300-Rev16-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: +46.6 PSF/-52 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Optional Impact FL5684 R7 AE CBPC' 111215-A.pdf
Resistant Glazing available. Created by Independent Third Party: No
5684.18 18 W8-18 DSIE-1F171: 4400, 4401, Double-skin Insulated,(exterior skin 27 ga, min.; interior skin
HDG, HDGL, HDGF, 4300, 4310, 27 ga. mins) Double Car(16'4"to 18'2"wide) WINDCODE@
4301, 66, 66G, 67, 67G, 68, 68G, W8 Garage Door
6200, 6201, 6203, SP200, SF200,
SE200
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R7 II 103028-Rev08-signed.Ddf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46 PSF/-50 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. FL5684 R7 AE CBPC 111215-A.pdf
Created by Independent Third Party: No
5684.19 19 W9-09 PAN-2F143: 93, 84A, 94, Steel Pan (min. 24 ga.) Single-Car(up to 9'0"wide)
98, 417, 4RST, 48, 48B WINDCODE@ W9 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R7. II 101706-Rev13-slgned.pdf
Approved for use outside HVHZ:Yes Verified y: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +62 PSF/-72 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Optional Impact FL5684 R7 AE CBPC 111215-A.Ddf
Resistant Glazing available. Created by Independent Third Party: No
5684.20 20 W8-09 PAN-2F443: G4S, GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double-
GD4S, GR4S, E4S, ED4S, SS4,AR4S Car(up to 96.wide) WiNDCODE@ W8 Garage Door
Limits of Use XnstallationlInstructi0 ns
Approved for use in HVHZ:Yes FL5684 R7 11 1Q4121-!kev03-s1gned.r)df
Approved for use outside HVHZ:Yes Verified-By:'Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by independent Third Party: No
Design Pressure: +50 PSF/-58 PSF Evaluation Reports
Other-Max. Wind Speed(V_ult): 170 MPH. FL5684 R7 AE CBPC,111215-A.Ddf
Created by independent Third Party: No
Go to Page i
Page 1/2
Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone: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 respon:se 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,please contact 850,487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.Imust provide the Department with an email address If they have
one.The emalls 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 her_e.
Product Approval Accepts:
F091 IN M
.secur "mi Titics
Nam
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Building Information
Finished/Under Air Area: 1,,478 SF
Gross Total Area:2,229 SF
Exterior Data
Building Type: HC
Grade: C
Year Built: 1978
Effective Year: 1978
No.Units: I
Primary Wall: CB Stucco
Secondary Wall:
Roof Cover: Dim Shingle
Roof Structure: Hip
View:
Frame:.
Story Height: I Storyi.
Interior Data
Bedrooms: 2
Full Baths: 2
Half Baths: 0
Primary Int Wall: Drywall
Primary Floors: Tile-Ceramic
Avg HgtTloor: 0
Heat Type: FrcdHotAir
Heat Fuel: ELEC
Electric: MAXIMUM
A/C%: 100%
Heated%: 100%
Int Sprin1der%: N/A%
,.7
M
This information is believed to be correct at this time but it is subject to change and is not warranted.
(D Copyright 2016 Saint Lucie County Property Appraiser.All rights,;Teserved.
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—SEA,ES AAy/WAtI 111 SGE 1iq CNLLItAT0v5'e,A[UYT5IED D,Oq
^t_MA
P rUwr[MNU 150 185 1]0 140
ND E5:
SP[[O tMN
1)AL iK LEAD I"NC aOR, K TnAN51C0]CO I)HE LOAD ANO 1 DOOR
1HL lxaCK 10 THE ,6 [YIIISLS[LC4Ca 8 C C D D IHR Top BRACAET AT-AC.EO WITN
(rn1OE.2 OR,e[nrx.mLlxR PAeI. x0 meO Fuau TIY Darn K 1RAv5fFaTW TO°rNE
k RaPI JAVB. lew R[O II[iLnT ]x I1. N yf. (2)
_ To' 1/<-.]/<�5[LF TAPPNC SCREWS,
JJ nu YWO fA51LAER.S SPAY 8E(Aur-1COVhHlunf[rsrU+M]0 PFOvnC[A I-uOUv [CSWUKE. 1HACK t'OFxIRN.vATinN n00Pa IK•
ID A'0'H CH LINT TOP BRACKET IRALY CDNf GUn<TINJDO",IN,1,1.-0'
5'lOOD FRAIYIE'BUILDINGS NDRUOxrAL JAYe I°0R°,P°icL NORIIDHIILL
2.6 NRV o B SHRLL BE AVGIORED 10 SIRUC1tf AL WpCO F1]aYE REUEMS,SIRUCiUFiAL WOOD NLWL (TIO LOAD rRou ODOR) TRACK CCHfZUMTV AWAC 1RACK CCJfOUMIIpv
THE DOOR OPENU r Das NOT THE NCR OPINING 00[5 N01
ClLuONiS TD 0[OES+GIVFO BY DJR0.vc PRpFE5510ruT,OF RECORD. AFFECT THE KIND LMB S 0 x0,T2CMµTRACK 51PPDRi w THE THEPENIIlKLOADS NOG.
DOOR INSTALLER(IO.SWT) AFFOnNBIF TRACK cLMLR AVHC RCCURto FOR
BLOCK WAI -0R I;OMCRETE -Doom CDUM[RB Cc sY6TEM Law .feay IKKNa o`<x a fsp+
"rNi W000 JAYD UL M ANCHORED TO CRCfR REINFORCED fr_OCX WALL OR CONCRCIC COLUMN:FROCK
1VNLS AND CCJCSIE CCLWHS r0 BE DESGNED BY ODI.MG PRWESSICxAL Or RECOA0.
• EASIENER 11 t
,IdMB3$CpASI{AI�DN_NOTr IYPC FL
A CAL,,.STEEL FLAG ORANCI 1T l n<v RW STni rRKK Arw Alu[,
THC uEIHOD OF Af/A4MMLLNT TO 711C SUPPORTING SIRUCIURE OF TRE PRE55URE TREATED 2.6 WOOD Y 1.W �� 85iCVlCECCHNNWUS .tJAMBS SDLt EEAS IIOTEO'AOpJC,OR APPRCYE0 BY Av APPROPRATE DESIGN PROFCSSIOWL NID W LY GSiCN[RsACCORDDRC[WIM CURRENT RUHLOIAG GOpCS FOR TItC LOADS LISTED ON THUS'OMWR10.PRLRAM1-OF VCR W.1A. S V[pn t i Spm+AiNSTNt[R(i0 SNI)JAMBSBT OINCAS.[NE DESCH W THE SUPPORBNa STRNCTURAL CLELICHIS SNAIL AE.iHE J N VNItm 1/P RDar9 4RESPovSBRIR OF'TNE fROfC55I0NALOF RECORD FOR THE:BVILDRND OR STRUCTURE ANp W I V t �j x NASI.R EACH I 1. gpjM 1ReH(NIlHp1
ACOKOMPCC.Wn11 CURRW BWLDINC CCCES FOR THE LOADS WTED,GN R MUAWG. ,xO.0 Q2K8 KRRCAL JwD IME[, LT- C ....H•LUOnc'm SLOTSc0 IUA[KL(nGUf
AL1.LKR`NTM OF.TRAM,A VYLS,HORIZONTN TRACKS INS,AND ALL OrHEN W IER SS:.DBT' f0 p FXCCD Fr Ix'CUII(Rs,
HAROVlPRC TO p[InSTNICD PER CLAY Ih;TALUOOH INSTRUCTIONS SUPIYICD WITH DOORoA
1 g Ir a aNTR
SYSTL A TO 0 INSALL E NOtEO.
TIP.2-1/2'.12 W CAL Ryl -
STEEL TRACH(BRACKETS OR Cws.
DISTANO,RF.FEN ILIAC CLIPS G _
,a Iql 10 E=ED 1<'O.C. -�J"- WH
i u•A u1i'Ar
C' DWRS ua 1O TO'NLT,xN([f6)TIROL B]KRtT6 Am •.••••••Jd''•••.• pjC laA+IHJ.
`� ID HAD eRUKn)aR(7r1 HAAs). I?7
1"CCCR OVTI3AP(6A[H ypF)- - el OCRs r']•To 8D'MCH MHT rp)I-P.u:KErs ND ••`y:".,_ 4 {x'
STOP YOULOLHJ BY DOOR NKTALICR(TO SUR) JAVR CDNNGNRANGN (1)rLAC eRACKCT)rR((B)ass}
IG GA GAL,,,SiCEL.[ND STBE • IR,C VII•..5/r LAO SD1Rw BPKED Al IHR SAYE
2•S'N000 JAUO 18 EA CAIv.s1LEa•OONBLE ENO STILE S-•• •• t 10'"(•. O6+AVR5 AS IK UOLTS(L[,]-1/T',ID'.A]-,
SEC JA.B PR[PAAATIMf ..J [.''? (•.. 31',1D•.[TCL KOUgrw..W.
SCRIMS IOWTD Al 16',
NOTE'AwAt 20 W CALV.SiCEt IMCR.SLLC •r4�5 201.x:C-'l MI., KW TWO
LAO.1R[.s LF�rzD
OPIKWAI T2 D4 GN.V.STEEL •CJ `-'L ADD4 HNNC•(/IgPo2DMAt TWA(NrGDM.
y -NVOUS ANGLE -to f0-WOOD nJ•n01IN.I2 w.CAM'WE,THAN - �- AC'
JANE%1 5'67,1-510'LAG SC»dW5 BRACKETS'FASTENED TO MOOD JAN3 - �CE.AGN[NGNC •+ ' `--
Megno Erc�Lo Ir,D.c.rc,•nxNcws MTN 5/1VO-5/B'uc scREws -^ -scoR• a1oN`i�F :':� DESIGM LOADS: +42.0 P.S.F. & -4&0 P.S.F.
OLE Al DL NOT .ow IaI 1 ,i-,D noun Puy nw Am ro cKGED T<-IT, =_ tis ,npmry-R.E, )ss 'J TEST LOADS: +63.0 P.S,F. & -%2.0 P.S.F.
STRIKTURC ATTKK4LM POONS �.1%�wT f.FMR 1l I6'Gn R 2'Gov.STEEL IRACN FAST rU 4J J
2-C V..STEEL INEK FAST ED (vURI NUI y,wH). ARiwT OfitOC[ 12 G.(ALV..STEEL TRACK BRKJCTS. •_ 'T�N1�(S� vAz 14TR IIK-
DICK HfAN ANMA D CAEN BW6KET
ID n w lllj$IEEI TRACK CUPS. W CN.Y.51[[L ROUCR NHCY.S poDK wr yID4N7, WITH ou[ /1-s'/B-Dou tr Nur ® CLUPAY LIUIL 1. P00mc75 COi.IP.AAYF;`
AN-F 193' 11'1+W 7.nl 16'2•'VJ K 16 0"H
]MLK AITKH[0 IO GGH�LUP f-ASTLNCD f0 R.
S}ILC$w/(+)LRLN OR TRD V<'pal 2VE15. 8585 DUNE BLVDf '
W.TH CAE 1/1"r5/B-DOLT @ N. LI L1!/`'S l NLI'At SCRCWS AER o LA fJLv:Rx[Et CENTER ruSi}F ® CI®pay BUsON,ON t509a•, •" 1 2j�94 WALK GNP RRPCXEO TO })1 3[Lf IAVPWGPCnSPER[8D]ANCE. !•0.51EN[0 t0 Irlt[R.SrIlCS N'(CONANctt mrn 2"pA 1.1,$11.STILL K.D wrin'STCCL OR ArLEH HRC, /10.5/8SNFET R[iH SERC�S. (513)770-<@qp PANt426-2 X 16-0
(Z)1/< bl RNEISRy_,HI{S,IYnx,T/0'Nw OK Building Products r "••.. ' WOMN GRAM A w.SA.-/OR N5c wNI A Im-AKJPNUI, Com0" }3 tGt309 IL?C
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December 15, 2011 (revised 3/25/15)
I Evaluation Report for Clopay Building Products Company Sdictional'Garage Doors, W7
through W9
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'i,independent
laboratories as required by the relevant Florida Administrative Rule; the engineering
rational analysis, and the product drawings. The test reports are listed below. Testing
was conducted by American Test Lab North Carolina and Hurricane Engineering and
Testing Inc.
For the doors listed in the Tables below, Static Pressure Tests were'conducted in
accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA' 108x2005, Missile
Impact add Cyclic Pressure Tests were conducted in accordance witli TAS 2014994
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 sectional garage door designs listed below in the Tables below 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 fo with nu turin Product Code MPC PAN-2FI53:
101702-Rev12, max: oar- size 9'07 x. 16'0", +42/-48 PSF (design load)--
101309-Rev-15, max. door. size 16'2" x 16'0 , +42/-48 PSF design load)
101296-Rev14, max. door size 9'0" x 16'0", +46/-50 PSF ;(design load)
TABLE 2: Drawings for doors with Manufacturing Product Code (MPS) PAN-2F143.,
102621-Rev07, max. door size 18'2" x 16'0", +42/-46 PSF (design load)
103287=
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EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W;7-W9
TABLE 6; Drawings for d_o_or_s with Manufacturing Product Code (MPC) C-PAN-1E448:
102645-Rev07, max. door size 1.2'2" x 18'0 , +50/-56 PSF (design load)
i 103288-RevO3, max. door size 14'2" x 18'0", +50/-56 PSF (design load)
I ;"
TABLE 7: Drawings for doors with_Manufactur_inq Product Code (MPC) PAN-217443:
104067-Rev02, max. door size 16'2" x 16'0 , +46.6/-52 PSFiCdesign load)
104121-Rev03; max. door size 9'0" x 16'0", +50/-58 PSF (design load)
TABLE 8, Drawings for doors with ManufacturingProt Code (MPQ) DSIE-1F471:
104119-Rev04, max, door size 9'0" x 16'0", +54/-60 PSF (design load)
104038-Rev02, max. door size 16'2" x 16'0", +46.6/;=52 PSF, (design load)
TABLE 9: Drawin s for doors with Manufacturina Product D IU-1F171:
1041.85-Rev01, max. door size 9'0" x 16'0", +48 -50 PSF design load)
104280-ReV01, max. door size 16'2" x 16'0", +46.6/=52 PSP' (design load)
104281-ReV01, max. door size 18'2" x 16'0", +46/-50 PSF (design load)
I
T_Aj3-LE 10 r w"ngs for doors with Ma u�I facturlQQ Product Code (MPC) DSIUO-1K479:
104277-Rev02, max, door size 9'0" x 16'0';, +54/-60PSF (design load)
104278-Rev02, max. door size 16'2" x 16'0 +46.6/'.'.-52 PSF�(design load)
TABLE 11: Drawings for dQc�rs with Manufacturing Product Code (MPC) C-DSIU-1F447,
7.04112-ReV01, max, door size 16'2" x 1810' , +50/-56 PSF Coesign load)
TT.B_=ZLP- a,1io_gs for doorswltb MangLao urine Product Code (MPC) C-DSIU-1 D447:
104245-RevOl, max. door "size 12'2" x 1810', +52/-58 PSF Cdesign load)
Te Reports;
ATL 0428,01-09 (6/30/09), 11.12.01-96 (11/13/96), 0808.01-06 (10/12/06), 0305.01-
08 (5/28/08), 0924.02-02 (10/29/02), 0823.01-06 (12/18/06), 0827.01-04
(10/22/04), 1008.01-07 (11/5/07), 0606,01-05 (7/29/05), 0107.0 ',09 (2/2/09),,
1018.01-04 (7/13/10), 0415.01-08 (5/15/08), 0331.01-08 (5/13/x,8), 1106.01-07
(11/29/07), 0128.01-08 (3/1.3/08), 0327.01-08 (5/13/08), 0610.01=08 (7/16/08),
1202.0108 (12/17/08), 1210.01-08 (12/17/08), 0609.01-09 (7/28%09), 0512.01-09
(6/22/09), 0127.01-09 (2/4/09); HETI 95-494 & 95-496 (10/23/95); 94-252 8i 94-254
(7/29/97), 02-1267 8L 02-1268 (11/21/02), 03-1358 & 03-11359 (1X/19/03). These
reports documents compliance with the TAS testing standards and are signed by David
Johnson (FL PE 6191.5), ATL or William Mehner (FL PE 7496);, ATL or,Hector Medina (FL
PF 13008), HETI or Rafael Droz-Seda (FL PE 39228), HETI. i
Prgd gt DesoC[ptjgn for dggM 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 (rro.lded). Optional
Impact-Resistant'Clazing is a one-piece injection-molded front fram6 and glazing. The
following models are at least structurally equivalent to the tested door: 73, 75, 6RST,
42, 4213, 84A, 94, 98, 4RST, .4F, 48, 48B, 1500, 190, 55, 555. Not all models may be
shown on a given drawing.
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EVALUATION.REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGU600115,W7-W9
Product Descrlption for doors with MPC PAN-2F1 3:
These doors consist of 2" thick steel pan sections with min, 2;4 ga. (0.0239")
skins. The steel skin is at least G40 DDS per ASTM A653. Tlie maximum section height
{ is'21". These doors may have optional Impact-Resistant Glazing (molded). 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 d,o'or: 84A, 94, 98,
4RST, 4F; 48, 48B. Not all models may be shown on a given drawing.
PrgdWgt Description for doors with MPC DSIE-1F171:
These doors consist of 2" double-skin Insulated sections with ian EPS core
laminated to both skins. Both inner and outer skins are min: 27 ga:' (01016") G40 DDS
per ASTM A653. The maximum section height is 21". These doors " by have optional
Impact-Resistant Glazing (molded). 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, 4400, 4401, HDGy,HDGL, HDGF, 66,
66G, 67, 67G, 68, 68G, 6200, 6201, 6203, SP200, SF200, SE200 . Not all models may
be shown on a given drawing.
Product Description for doors with MPC DSIEO-1M4 9:
These doors consist of a base 2" double-skin insulated sectlon with an EPS core
laminated to both skins. Decorative overlays are attached to the exterior skin, adding
not more than 5/8" to the total thickness. Both Inner and outer skins are min. 27 ga.
(0,016") G40 C5 Type B per ASTM A653. The maximum section height is 24". The
following models are at least structurally equivalent to the tested door: CGnn, CPnn,
Henn, CXnn, SXnn, AGnn. Note that`nn' represents the arrangement of the decorative
overlays: Not all models may be shown on a given drawing.!
P[QdljSt Description for doors with MPC C-PAN-1E448:
These doors consist of 2"thick steel pan doors with r'nin. 24'jga. (0.022") outer
skins. The steel skin Is at least G40 CS-B per ASTM A653. The maximum section height
is 24", The following models are at least structurally equivalent to the tested door: 524,
520, 224, C4ST, COST. Not all models may be shown on a given drawing.
I'
Product DscriQtifor doors with MPC PAN-21443:
These doors consist of 2"thick steel pan doors with min. 24;'ga. (0.022") outer
skins. The steel skin Is at least G40 DDS per ASTM A653. Tlie maximum section height
Is 24". These doors may have optional Impact-Resistant Glazing (Aluminum), Optional
Impact-Resistant Glazing Is an aluminum front frame and a !separaW polycarbonate
glazing. The following models are at least structurally equivalent to't:he tested door:
G4S, GS4, GD4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S ED4S;; V4SV; ED4SV,
MR4S, SS4, AMS, MR4SV, SS4V, AR4SV. Not all models may be shown on a given
drawing.
Product.Description for doors with MPC DSIE-11_47_1:
These doors consist of 2" double-skin insulated sectlans with ,'an EPS core
laminated to both skins. Both inner and outer skins are min! 27 ga. (0.016") G40 DDS
perASTM A653. The maximum section height is 24". These Idoorshave optional
Impact-Resistant Glazing (Aluminum). Optional Impact'=Reslstant Glazing is an
aluminum front frame and a separate polycarbonate glazing!. The following models are
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PAGE 3 OF 5 FILE: CBPC_111215-A.1
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EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W7-W9
1
at least structurally equivalent to the tested door: GD2SP, GR2SP,'6,D2LP, GR2LP,
f AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, ;4305, HDGR, MFR68, 6205,
SFR68. Not all models may be shown on a given drawing.
Product Description for doors wit,b IVjPC P6N-2F151'
I These doors consist of 2" thick steel pan doors with min. 25,,ga. (0.019") outer
skins. The steel skin Is at least G40 DDS per ASTM A653. The maximum section height
i is 21". The following models are at least structurally equivalent to the tested door: 76,
76V.
_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 helglii is 21". These
jdoors may have optional Impact-Resistant Glazing In eitherthe top section or the next-
to-the-top section. Optional Impact-Resistant Glazing is a one-piece;injection-molded
front frame and glazing. The following models are at least structurally equivalent to the
tested door: HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200,
9201, 9203. Not all models may be shown on a given drawing.
Product Descriptiop fqr doors with MPC DSIUO-1K479:
These doors consist of a base 2"double-skin insulated sectlgn with polyurethane
insulation foard d In place between both skins. Decorative overlays and optional
cladding are attached to the exterior skin, adding not more than 1" to the total
thickness. Both inner and outer skins are min. 27 ga. (0.016") G40,,CS Type B per
ASTM A653. The maximum section height is 24". The following models are at least
structurally equivalent to the tested door: CAN2nn-XX, GLN2nn-XX�,; MWL2nn=XX. Note
that'nn' represents the arrangement of the decorative overlays and `XX' represents the
type of cladding. Not all models may be shown on a given drawing.
PrQr t Descrin ion fo doors with MPC G-DSIE-1F447'
These doors consist of 2" double-skin insulated sections with an EPS core
laminated to both min. 24 ga. (0.019") exterior and 27 ga. (0.016") interior skins. The
steel skins are at least G40 CS-B per ASTM A653. The maximum section height is 24".
The following models are at least structurally equivalent to the tested door: 3200,
3205, 3220, 240, 240G. Not all models may be shown on a given d'rawing.
I
Product Description for doors with MPC C-DSIU-1F447:
These doors-consist of a base 2" double-skin Insulated section with polyurethane
insulation foamed in place between both skins. Both Inner and oute'r!,sklns are min. 27
ga. (0,016") G40 CS Type B per ASTM A653. The maxlmumi�sectionheight is 24". The
following models are at least structurally equivalent to the tested door: 3720, C7X20,
240U, 3722, COX22, 3724, C7X24. Not all models may be shown on a given drawing,
Product Description for doors ,with MPC.C-DSIU-1D447:
i
These doors consist of a base 1-3/4" (min.) double-skin Insulated section with
polyurethane insulation foamed in place between both skins) Both inner and outer skins
are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height
Is 24". The following models are at least structurally equivalent to the tested door:
PAGe 4 OF 5
FILE: CBPC_111215-A.1
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EVALUATION REPORT FOR CLOPAY BUILDING PRODucrs COMPANY SEcrIONAL GARAGE�DOORS,w7—W9
3717, C7X17, 3718, C7X18, 3720, C7X20, 240U, 3722, I-UA24, .3724, C7X24. Not all
models may be shown on a given drawing.
Irnpact R2W,5-tant Glazing.,.(Molded): j.
The optional impact resistant glazing Is an injection-molded polycarbonate front
frame and glazing (GE LEXAN SLX2432T) that is an approved C1 pl'a'stic in accordance
with testing required by FBC-13 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.
Impact Resistant Glazing (Aluminum):
The optional impact resistant glazing Is an aluminum front fi�.'ame and a separate
polycarbonate glazing that is an approved C1 plastic In accordance!Ith testing
required by FBC-B 2612, Approved polycarbonate materials�!:are Sabic IP Lexan 9034
(versions also approved: MR10, 9030, 90318, 90316, 90317, 9031.1, 90314, 90355)
Approval and'Bayer Makrolon GP (versions also approved; SL, AR, 15)- based on
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review of NOA 13-0717.01 (Sabic IP, exp. 7/17/18) and NOA� 12-0605.05 (Bayer, exp.
8/27/17).
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 d'r$wIng(s) referenced
above. I
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 andmust 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.
I ilrem6nts.
Signature:
HAA4/4'
E N
S milto No 63286 P. E. Z.
Florida P. E. No. 63286
40
13 STATS 0F -
Date: fr�0.
� N♦��;
PAGE 5 OF 5 I FILE.CBPC-111215-A.1