HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORS 8110/2021 Florida Building Code Online
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insael� w FL# FL5684-R9
Application Type Revision
Code Version 2020
Application Status Approved
Comments I "�
Archived FILE CO'�
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason,OH 45040
(513)770-6062
mwesterFjeld@clopay.com
Authorized Signature Scott Hamilton
shamiiton@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
_l Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Scott Hamitlon
Evaluation Report
Florida License PE-63286
Quality Assurance Entity Intertek Testing Services NA,Inc. -QA Entity
Quality Assurance Contract Expiration Date 12/31/2038
Validated By Gary Pfuehler
LIM Validation Checklist-Hardcopy Received
Certificate of Independence FL5684 R9 COI Certification of Independence of Evaluation Entity=
Gary Pfuehler.pdf
FL5684 R9 COI Statement on Independence of Evaluation Entity_
ScottHamilton,pdf
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 Florida Licensed Professional Engineer or Architect
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Code Version 2020 FL# 5684.5
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Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
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Search Results-Applications
FL# Type Manufacturer Validated Status j
Ay
FL5684- Revision Clopay Building Products Company �^ Gary Appr
ovedl
R9 FL#: FL5684.5 Pfuehler
History- Model:05 W8-09 DSIE-1F171: 4400,4401, HDG, HDGL,HDGF,4300,4310,4301, (513)
66,66G,67,67G,68,68G,6200,6201,6203,SP200,SF200,SE200 519-6566
Description: Double-skin Insulated(exterior skin'27 ga. min.; interior skin 27 ga.
min.)Single-Car(up to 9'0"wide)WINDCODE@ W8 Garage Door
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::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.CoQyrlaht 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,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 provide the Department with an email address if they have one.The emails
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:
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FL5684 R9 Equiv 20200812-FBC-ASTM 1886-1996 equiv.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/13/2020
Date Validated 08/14/2020
Date Pending FBC Approval 08/28/2020
Date Approved 10/13/2020
Summary of Products
Go to Page Page 1/2
FL# Model,Number or Name Description
5684A 01 W8-09 DSIE-117471: GD2SP, Gallery/Artistry/Expressions: Double-skin Insulated(exterior
GR2SP,GD2LP,GR2LP,AR2SP,AR2LP, skin 27 ga. min.; interior skin 27 ga. min.)Single-Car(up to
ED2SP,ED2LP,4302,6202,SFC68, 9'0"wide)WINDCODEO W8 Garage Door
4305,HDGR,MFR68,6205,SFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R9 II 104119-Rev05 pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +54 PSF/-60 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH. FL5684 R9 AE CBPC 111215-A.pdf
Created by Independent Third Party: No
5684.2 02 W7-09 PAN-2F153: 73,75,84A, Steel Pan (min. 25 ga.)Single-Car(up to 9'0"wide)
94,98,42,42B,48,48B,4F,4RST, WINDCODEO W7 Garage Door
6RST
Limits of Use T Installation Instructions
Approved for use in HVHZ:Yes FL5684 R9 II 101702-Rev13 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: +42 PSF/-48 PSF Evaluation Reports
Other:Max.Wind Speed (V_ult): 170 MPH. Optional Impact FL5684 R9 AE CBPC 111215-A pdf
Resistant Glazing available. Created by Independent Third Party: No
5684.3 03 W7-16 PAN-2F153: 73,75,84A, Steel Pan(min. 25 ga.) Double Car(9'2"to 16'2"wide)
94,98,42,42B,48,48B,4F,4RST, WINDCODE®W7 Garage Door
6RST
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R9 II 101309-Revl6.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: +42 PSF/-48 PSF Evaluation Reports
Other: Max.Wind Speed (V_ult): 170 MPH. Optional Impact FL5684 R9 AE CBPC 111215-A.pdf
Resistant Glazing available. Created by Independent Third Party: No
5684.4 04 W7-18 PAN-21F143: 84A,94,98, Steel Pan(min.24 ga.) 164"to 18'2"wide WINDCODE@ W7
48,48B,4F,4RST Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R9 II 102621-Rev08.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: +42 PSF/-46 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH. FL5684 R9 AE CBPC 111215-A pdf
Created by Independent Third Party: No
5684.5 05 W8-09 DSIE-IF171:4400,4401, Double-skin Insulated(exterior skin 27 ga. min.; interior skin
HOG,HDGL,HDGF,4300,4310, 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODEO W8
4301,66,66G,67,67G,68,68G, Garage Door
6200,6201,6203,SP200,SF200,
SE200
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R9 II 101703-Rev13 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_uit): 170 MPH. Optional Impact FL5684 R9 AE CBPC 111 215-A pdf
Resistant Glazing available. 1 Created by Independent Third Party: No
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5684.6 06 W8-09 PAN-2F153: 73,75,42, Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide)
42B,6RST WINDCODEO W8 Garage Door
Limits of Use Installation Instructions _
Approved for use in HVHZ:Yes FL5684 R9 II 101296-Rev15 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 R9 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)
48,48B,4F,4RST(solid doors) WINDCODE@ W8 Garage Door with no glazing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R9 II 103287-RevO5.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/-62 PSF Evaluation Reports
Other: Max.Wind Speed (V_ult): 170 MPH. Solid doors. FL5684 R9 AE CBPC 111215-A.pdf
Created by 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 R9 II 103547-RevO6.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/-54 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH. Doors with Impact FL5684 R9 AE CBPC 111215-A pdf
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)
WINDCODE8 W8 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R9 II 103436-RevO3.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 R9 AE CBPC 111215-A pdf
Created by Independent Third Party: No
5684.10 10 W8-12 C-DSIE-1F447: 3200, Double-skin Insulated EPS(exterior skin 24 ga. min.; interior
3205,3220,240,24OG skin 27 ga. min.)WINDCODE@ W8 Sectional Door, up to 12'2"
wide,with optional Impact Resistant Glazing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R9 II 101705-RevO9.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/-58 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH.Optional Impact FL5684 R9 AE CBPC 111215-A pdf
Resistant Glazing available. Created by Independent Third Party: No
5684.11 11 W8-12 C-PAN-1E448: 524,520, Ribbed Steel(min. 24 ga.)WINDCODE@ W8 Sectional Door,up
224,C4ST,COST to 12'2"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R9 II 102645-RevO8 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 Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH. FL5684 R9 AE CBPC 111215-A pdf
Created by Independent Third Party: No
5684.12 12 W8-14 C-PAN-IE448: 524,520, Ribbed Steel(min. 24 ga.)WINDCODE@ W8 Sectional Door,
224,C4ST COST 123"to 14'2"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R9 II 103288-RevO4 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 Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH. FL5684 R9 AE CBPC 111215-A pdf
Created by Independent Third Party: No
5684.13 13 WB-16 PAN-2F443: G4S,GS4, Gallery/Artistry/Expressions: Steel Pan(min. 24 ga.) Double-
` GD4S,GR4S,E4S,ED4S,SS4,AR4S Car(up to 16'2"wide)WINDCODE@ W8 Garage Door
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8/10/2Q21 Florida Building Code Online
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R9 II 104067-RevO3.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 R9 AE CBPC 111215-A.pdf
Created by Independent Third Party: No
5684.14 14 W8-16 DSIE-11`471: GD2SP, Gallery/Artistry/Expressions: Double-skin Insulated(exterior
GR2SP,GD21_P,GR2LP,AR2SP,AR2LP, skin 27 ga. min.; interior skin 27 ga. min.)Double-Car(up to
ED2SP, ED2LP 16'2"wide)WINDCODEO W8 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R9 II 104038-RevO3.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 R9 AE 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)
WINDCODE8 W8 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R9 II 103560-RevOS.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_uit): 170 MPH. FL5684 R9 AE CBPC 111215-A.pdf
Created by Independent 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 R9 II 101488-Revl4.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 R9 AE CBPC 111215-A.pdf
Resistant Glazing available. Created by Independent Third Party: No
5684.17 T 17 W8-16: PAN-2F143: 84A,94,98, Steel Pan(min.24 ga.) Double Car(9'2"to 16'2"wide)
48,48B,4F,4RST WINDCODE@ W8 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R9 II 101300-Rev17.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 R9 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. min.) Double Car(16'4"to 18'2"wide)WINDCODE@ W8
4301,66,66G,67,67G,68,68G, Garage Door
6200,6201,6203,SP200,SF200,
SE200
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R9 iI 103028-RevO9.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. FL5684 R9 AE CBPC 111215-A.pdf
Created by Independent Third Party: No
5684.19 r98,W4c
N-2F143: 93,84A,94, Steel Pan(min.24 ga.)Single-Car(up to 9'0"wide)
F,4RST,48,48B WINDCODEQ W9 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R9 II 101706-Revl4.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: +62 PSF/-72 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH.Optional Impact FL5684 R9 AE CBPC 111215-A.pdf
Resistant Glazing available. Created by Independent Third Party: No
5684.20 ::120 W8-09 PAN-2F443: G4S,GS4, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.) Double-
D4S,GR4S,E4S,ED4S,SS4,AR4S Car(up to 9'0"wide)WINDCODE@ W8 Garage Door
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8/10/2021 Florida Building Code Online
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5684 R9 II 104121-Rev06.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/-58 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH. FL5684 R9 AE CBPC 111215-A pdf
Created by Independent Third Party: No
Go to Page 0 Pagel/20 0
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.CODyriaht 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
mall to this entity.Instead,contact the office by phone or by traditional mall.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.must provide the Department with an email address if they have one.The emails
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:
W ® Rid M
Credit Card
Safe
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Certification of Independence of(Evaluation Entity:
I hereby certify that (1) I have no financial interest in Clopay Building
Products Company, 2 I am an independent licen
sed Professional Engineer
in the State of Florida; and (3) I comply with the criteria of independence as
stated in 9B-72.110 F.A.C.
52
.���`
Gary Pfuehler, P. E.
Florida P. E. No. 49850
Statement on Independence of Evaluation Entity:
I hereby certify that (1)I am a licensed Professional Engineer in the State of ti
Florida; and (2) I am employed by Clopay Building Products Company, a
manufacturer of sectional overhead doors that must be approved for use in
Florida according to 9B-72.005(1)(a) F.A.C. With regard to evaluations of
products manufactured by Clopay Building Products Company, I am NOT
an independent evaluation entity.
Further, it is my understanding that, in accordance with 9B-72.080(2)(a)
F.A.C., an Evaluation Report from an.Evaluation Entity that is not an
independent third party is acceptable if it is subjected.to'a Technical
Validation.
rttHam tZ(0).
P. E.
Date: .�' P�Florida P. E. 63286
August 4, 2020
Re: ASTM E1886/E1996 and TAS 201/203 Equivalence
To Whom It May Concern:
ASTM E1886-2012/13a, ASTM E1996-2012a 14a
referenced in Chapter 35 of the 7E Florida Building Code S(Building)d TAS 2). A review of
an are
these documents shows that testing of garage doors conducted
, accordance
ASTM E1886-05 and ASTM E1996-09 with Missile Level D (large m missile) can be ith
considered at least equivalent to ASTM E1886-13a and ASTM E1996-17 and TAS 201
and TAS 203.
Sincerely,
�T`HAMI�`''�s
� C,O
No 6328E et
J/j r • * n w
4
'-d •icy y ..'. STATE OF ltt
Scott Hamilton, P.E. 1,0�ss• y�,R
Florida P;E. #63286 +sr�p��y ri��`°,4
Senior Project-Engineer
Clopay Building Products Company
PAGE 1 OF 1
H.ODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 27 GA LONG
CLOPAY 4400,4401 4300,HDG 4301,HDGF 4310,HDGL T yp
I HOLMES - 66,660,6200 68,6201 67,670,6203 ®SECTION B—B T
{EDUL b'
IDEAL -- SP200 SF200 SE200 SILICONE FlL1E0 CHANNEL SEPARATES EbSm I�t 3 3 207 —"A .WAND Mm,eLGcx
FRONT AND BACK SKIN OF DOOR
��- MULTIPURPOSE 2"THICK
OPTIONAL DECORATIVE HIGH BOND TAPE -{ I-
2"x 3'x 0.038•MIN GALVANIZED STEEL BACKER PLATES ATTACHED TO DOOR SKIN WITH SNAP-IN��, ' f 1.95'THICK, 1/DENSITY EXPANDED
PATENTED TOG-L-LOG SYSTEM(NOT NSIBIE FROM OUTSIDE).REINFORCEMENT PLATES TBONi Fts E FA�rApF, POLYSTYRENE FOAM INSULATION LAMINATED
ARE LOCATED AT aFiE TOP AND BOTTOM OF EACH SECTION Ai EACH HINGE LOCATION. TO BOTH EXTEROIR AND INTERIOR SKINS.
-` FOAM INSULATION IS AN APPROVED FOAM
PLASTIC(PER FBC 2612.2)AND MEETS
E4UIREMENTS OF F8C/IBC 2603.4.1.9.
Az OPTIONAL*ONE ROW OF IMPACT-REMANT �I 12 G4 GALV.STEEL TOP
GLAZING IN ETHER TOP SECTION(SHOWN)QH ROLLER BRACKET.EACH
SHOWNE -TO-THE-TOP SECTION(NOT .� I BRACKET ATTACHED W/(4)
MA%GIAZMO .� r - 614xsJ8•SHEET METAL .
I a SERE TS iB-7/2'x I2'. IMPACT RESIST CE SSGi0o0AC STRUCTURAL
$CREWS,GLAZING IS INJECTION MOLDED GE lEX I ONE-PIECE INJECTION SILICONE SEALANT,
SL%24J2i,AN APPROVED CC2 F'IATTIC IN MOLDED GE LEM L
B ACCORDANCE NTTFI IBC/FHC 2606. SIX2432T FRONT SECTION A-A
SEE SECTION B-B FOR ASSEMBLY DETAILS. FRAME&GLAZING. POLYSTYRENE RETAINER _-
I FASTENED TO FRAME WITH
s LOCK PDSRIO-N.-�(/}8OTH SIDES).SEE (1o)is x 3/4'PAN HEAD - 14 GA GALV.STEEL END
LAYOUT OF IJJ.X LOCK FOR DETAILS. MACHOS SCRERS. = HINGE.EACH FASTENED TO
g2 . END ` END STILES W(4)P14x5/8'
T SALE INSTALLER RETAIL _.w. (S(H))EET//M_ETAL SCREWS AND
t ' Km
LOCI( TONGUE AND GROOVE JOW7S. %„cLa fAPPWGSC/NEWS
OUTSIDEGUDE 4op. N ,HANDLE43D1 GA. XT.SKI RUSH PANEL 3•TALL x 20 GA GALV.
STEEL U-BAR.TWO PER
K BAR DOOR SECTION.ATTACHED
AGES IN WITH(e)1/4k3/4'SELF
TRACK ON TAPPING SCREWS PLR U-EACH SIDE BAR,
MAX '�^" LACK fl4F gKiK OF DOOR, 27 DA MIN.G-90(OR EOLINALENT) (2)ON EACH ENO&(2)
wgDE FlNAnON EXTERIOR STEEL SKIN WRH BACKED-0N AT CENTER HINGE LOCA7gN.
SLIDE BOLT POLYESTER PLANTED 70P COAT APPLIED
END LOCK ENG4GES SNAP LATCH ENGAGES TO BOTH SIDES OF STEEL SKIN.
LHA TOP BRACKET STILE INTO VERTICAL ONTO VERTICAL TRACK. 2x6 WOOD JAMB STOP MOULDING BY DOOR 27 GA INTERIOR STEEL GALV.SKIN
ATTACHED WITH(2) TRACK.ONE ONE SNAP IA7CH ON INSTALLER(TO SUIT) _ - WITH A BAKED-ON PRIMER AND A
1 4"3 4'SELF TAPPING LOCK ON EACH SIDE OF DOOR _^ aAK%ON POLYESTER PAINTED TOP COAT
SCREWS/ EACH SIDE +" 78 GA GALV.STEEL END STILE APPLIED TO BOTH SIDES OF STEEL SKIN.
DOUBLE HORIZONTAL OF DOOR. (END STILES HELD BY HINGE SCREWS)
TRACK INS!p �D BO r ALUMINUM EXTRUSION
LOCK OPTION 12 GA G4LV STEEL TRACK &VINYL WEATHERSTRIP.
OUTSIOE END BRALJ(EC FA5T4JFD To 13 GA GALV,STEEL BOTTOM BRACKET.
KEYED SOLE JAMB WITH ONE 5/16'rT-5/8• ATTACHED WITH(2)814x5/6'SHEET METAL SCREWS.
DODO IBA HANDLE WOOD LAG SCREW I�BRACIR'f, MIN.18 GA GVN.SIEtO..ENTER.HINGE
LOW HEADROOM OPTION INSIDE H4NOLE FASTENED TO INTERIOR SKIN/BACKER PLATE (4)/14x5/8"SHEET METAL SCREWS
HORIZONTAL TRACK SUPPORT BY OIOSID KFYFD nry 2'GALV.STEEL TRACK Wn"(4)/14x5/8•SHEET METAL SCREWS,
DOOR INSTALLER(To SUIT) �NbP LATCH O.K OPTION FASTENED TO TRACK BRACKETS. ®7/I6"ROUND PUSHNUr IS INSTALLED
13 GA GALV.STEEL FLAG BRACKET. EACH BRACKET ATTACHED WITH ONE ON EACH ROLLER SNAFT.
(3 5/1CH 6'xl--5/8'WOENED TO OD l/1G SCD JAL48 REW. 1/4'x5/8'BOLTNM FASTENED TO END STILES 14 GALV.STEEL END W/(4)EACH
TWO 1/4-
(14x5/8'SHEET METAL SCREWS AND
NQM-SUPPORTING STRU( RAL (4)1/4'x5/8'SELF TAPPING SCREWS, p
ELEMENTS SHALL BE DESIGNED BY A ('I)1/4'x3/4'SELF TAPPING SCREWS
TRACK CONFIGURATION ABOVE THE REGISTERED PROFESSIONAL ENGINEER 2•STEEL ROLLER WITH STEEL OR NYLON TIRE
DOOR OPENING DOES NOT AFFECT FOR WIND LOADS SHOWN ON THIS ,IAMB CONFIGUR TION
THE WIND LOAD RATING. DRAWING' 14 0.4.END HINGE 16 GA.INTERME0A LAIN.
PREPARATION OF JAMBS 13Y OTHERS, TABLE 1
-14 G2 INTER.MINCES
TRACK CONFl IRAnoN NUMBER USED ON 24 CA EXTERIOR
DOOR P —AEI THE 2x6 VERTICAL WOOD JAMBS ARE TO BE OR
HEIGHT OF SKIN DOOR MODELS
SECTIONS•
HEIGHT'L' Xl %2 L3 4 5 7 GRADE 2 OR BETTER YELLOW PINE. NO THIS DOOR MEETS THE RE UIREIJENTS OF THE
TRANSFtRRED TO TI3E HORRONTAL 0 7 d LARGE MISSILE IMPACT AND CYCLIC TESTING.
66 (TOP)JAMB. ALL JAMB FASTENERS MAY BE 7 6�TO e 9 5
BUT
NOT REOUIRED)COUNTERSUNK TO 6
PROVIDE A FLUSH MOUNTING SURFACE 0 1.9a 7
g 2•DAILY.STEEL TRACK. 8-6' 94 34' S8 82' _ _ _ � JALIB ATTACHMEIJT OOD eu 8 •'•'tl"'�- a
HA.:.a TRACK THICKNESS.060• 9 -_ -_ - T/273�•IAG SCREWS ON 24 CEN� TRS,�•O�DINC51•
3-1 2 10 82 - - - WA GUf Or REQUIRED.�,SCREY MqY eel
E COUNTERSUNK 10.. ...• t`
a,L•,%6• ( RE'OUWED)TO PROVIDE A FLUSH MOUNTING °"°^la•m aC� , ......
r,f.` �•r�)l�''r✓
_ SURFACE HORIZONT JAMBS 00 NOT TRANSFER LOAD. �'-•• •L,
1 6" 1J - 8%4 AN OR BOLTS 18-1/2'CENTERS ( "Yt ZJ •'
0 13-0 48 1 1 .. 1 _ (F$0 BLAOR 24•CENTERS(2.W0 FST CONCRETE) DESIGN ENG `
•)W TYP.2-1/2'x12 13- 154 1 _ R g4pN4' APCON SCREWS ON 10-1/21 CENTERS SCOTT HAMILTO.NR),
G0.GALV.STEEL 14-0 160 -t 4• t _ (2.000 P51 CONCRETE).WASHERS wCLUpEO WTIH SLEEVE FLORIDA P.E.f63286; •r, '+„T' DESIGN LOADS: +48.0 PSF& -60.0 PST.
TRACK BRACKET. 14- 186 -1 1 1 CHORS, I.O.D.WASHERS REWIRED WRry TAPCONS. ',rC J?i(� •' , TEST LOCOS: : +4 PSF F -0 PSF.
'('-• 15-O 72 - ANCHORS MAY BE COUNTERSUNK(BUT NOT RFAUIRED)
'X'•,� ,• 1 .10 PRUDE FLUSH MOUNTING SLOTF/J�.HOR¢ON1AL /� C+- ••••••• '�'•1Cj�UO ams� .,.
5-6 I78 _t 4' JAMBS DO NOT TRANSFER LOAD. _4'®8 CLOP y-e000FATION r oSIE-1iT71 °"'W B'OW x iCOYi
4' P Y 8585 O KE, LV0. if 19. 11 98�
L - 1e4 _ CORPORATION MASON.off�so40 ;,. avx., 43 01HD0 T 01
(513)770-4800 o�nrc B ��01703 IBC
rLOR,0 raRnC)nD U CT AP PRO WAL SR.59
December 15, 2011 (revised 8/4/20)
Evaluation Report for Clopay Corporation Sectional 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 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-E33O-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
115-2005. The pressures listed on the drawings are either direct results of these tests
or results obtained through engineering rational analysis based on actual tests. I-have
concluded that the sectional garage door designs listed below in the Tables below are i
compliance with these High Velocity Hurricane Zone test requirements of the Florida n
Building Code and therefore are qualified as impact-resistant assemblies (large missile
impact).
.'�►BLE �� r W' s o doo Lwith Manufact rin Prod ct Cade. MPG PAN-2F153:
101702-Rev13, max. door size 'Vo— x 16 0", +42/=48. PSF design load
101309-Revl6, max. door size 16'2" x W o", +42/-48 PSF (design load)
101296-Rev15, max. door size 9 0 x 16 0 , +46/-50 PSF (design load
TAB Ili 1 r win for dea I
102.621-Rev08, max. r r. ' C e C N-Z _ )
103287-Rev05, max. door size 19'0" x 16'0", +54/-62 PSF
103547-Rev06, max. door size 9 0 x 16'0 (design load)
(design load)
101300-Revl7, max. door size 16'2" x 16'0"; +46/6/452SPSFd(designoload)
101706-Rev14, max. door size 9'0" x 16'0", +62/-72. PSF (design load)
'r A0 s Drawin for door wi h Manufactu ' Product code MPG. DSIE-1F17 .:
10 703�Rev13, max. door size 9'0" x 16'0" +48/-60 PSF
101488-Rev14, max. door size 16'2" x 16'0"� (design load)
103028-RevO9, max. door size 18'2" x 16'0", +46/6/05PSF5(d(designlogn ad)
TABLE : Drawing s for doors wit Mau urin Pro
103436-Rev03, max. -door size 9'0 x 16.►0,� +54 6fl.dPSP eQS-IEOl-adj 9:
103560-Rev05, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load)
7 LE.►; Drawi s or doo wit
101705-tiev09, max. dao.r size 1Z'2"f x, 18 Q P �52/_SdPSF G C-DSIE-If 47;
:(design load
PAGE 1 OF 5
FILE: CBPC 111215-A.3
EVALUATION REPORT FOR CLOPAY CORPORATION SECTIONAL GARAGE DOORS,W7—W9
TABLE 6: D s far:doors witil M nufa t n oduct.Code PC G N-1s=448:
1Q2645-Rev08., max, door size 12'2" x 18'0", +50/--56� PSF (design load)
103288-Rev04, max. door size 14'2" x 18'0", +50/-56 PSF (design load)
SABLE 7: Driwinas for doors with Manufacturing Product Code (MPS) PAN 7F44�
104067 Reu.03, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load)
104121-Rev06, max. door size 9'0" x 16'0", +50/-58 PSF (design load)
TABLE 8: brawings for floors with Manufa turinq Product Coe Hill pC) DSTE 1F471
104119 Rev05, max:. door size 9'0" x 16'0"j +54/-60 PSF (design loaf!)
104038-Rev03, max. door size 16'2" x 1 -6 0 +46.6/ 52 PSF (design load)
10 BLE:9• Dra win gs.'or doors y�ith Manufacturinga product Code (P1PC) DSIU 1F17i
104185 Rev03, max. door size 9'0' x 16'0", +48/�50 PSF {design load)
104281-Rev02, max. door size 162 x 16y0�r, +46.6/-5Z PSF (design load)104281-Rev02, max. door size 18'2" x 16 0 , +46/-50 PSF (design load)
TABLE 10• tSrawings for doors with Manufacrr i Product Code fMPC% DSIUO 1K479
104277 Rev03, max. door size 9'.0" x 160 , +54/-60PSF (design load)
104278-Rev03, max. door size 16'2" x 160", +46.6/-52 PSF (design load)
TABLE 11 Drawings for doors with Me3nufacEur ( PC) C DSItJ 1F447
Ana Product Cade M
104112 Rev03, max. door size 16'2" x 18'0' , +50/-56 PSF(design load)
TQiBLE 12• Drawings ford ors w' M a turin due Cod
104245-Rev03, max. door size 12''2" x 18'0' , +52 -58 PSF' (design load)
Test Reports:
ATL 0428.01-09 (6/30/09), 1112.01-96 (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.
1018.01-04 (7/13/10), 0415.01-08 (5/15/08), 0331.1-8�(5/13/08), 11 6?001-0�7
(11/29/07), 0128.01-08 (3/13/08), 0327.01-08 (5/13/08), 0610.01-08 (7/16/08),
1202.01-08 (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 &94-254
(7/29/97), 02-1267 &02-1268 (11/21/02), 03-1358 & 03-1359 (11/19/03). These
reports documents compliance with the TAS testing standards and are signed by David
Johnson (FL PE 61915), ATL or William Mehner (FL PE 7496), ATL or Hector Medina (FL
PE 13008), HETI or Rafael Droz-Seda (FL PE 39228), HETI.
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 (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: 73, 75, 6RST,
42, 42113, 84A, 94, 98, 4RST, 4F, 48, 48B, 1500, 190, 55, 55S. Not all models may be
shown on a given drawing.
PAGE 2 OF 5 FILE: CBPC_111215-A.3
I
EVALUATION REPORT FOR CLOPAY CORPORATION SECTIONAL GARAGE DOORS,W7-W9
Product Descrip ion for doors with M C PAN 2F143 .
These doors consist of 2" thick steel pan sections with min. 24 ga. (0.0239")
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 (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: 84A, 93, 94,
98, 4RST, 4F, 48, 48B. 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 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 door: 4300, 4301, 4310, 4400, 4401, HDG, 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 1M479
These doors consist of a base 2"double-skin insulated section 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 CS 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,
HPnn, CXnn, SXnn, AGnn. Note that`nn' represents the arrangement of the decorative
overlays. Not all models may be shown on a given drawing.
Product Description for doors-with MPC C PAN 16448
These doors consist of 2" thick steel pan doors with min. 24 ga. (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.
Product Description for doors } tih MPC P�[il 2F443
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. The 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 separate polycarbonate
glazing. The following models are at least structurally equivalent to the tested door:
G4S, GS4, GD4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED4S, E4SV, ED4SV,
MR4S, SS4, AR4S, MR4SV, SS4V, AR4SV. Not all models may be shown on a given
drawing.
Product Description for doors With-MD DSrE 1F471
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 24". These doors may have optional
Impact-Resistant Glazing (Aluminum). Optional Impact-Resistant Glazing is an
aluminum front frame and a separate polycarbonate glazing. The following models are
PAGE 3 OF 5
FILE: CBPC 111215-A.3
EVALUATION REPORT FOR CLOPAY CORPORATION SECTIONAL GARAGE DOORS,,W7-W9
at least structurally equivalent to the tested door: GD2SP, GR2SP, GD2LP, GR2LP,
AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205,
SFR68, SFC68. Not all models may be shown on a given drawing.
Product Description for doors with MPC PAN 2Fy 51
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
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 height is 21". These
doors may have optional Impact-Resistant Glazing in either the 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.Description for--doors with MPC DSILJO 1K479
These doors consist of a base 2" double-skin insulated section with polyurethane
insulation foamed 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.
Product Description for doo_ 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 drawing.
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 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: 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
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.3
EVALUATION REPORT FOR CLOPAY CORPORATION SECTIONAL GARAGE DOORS,W7—W9
3717, C7X17, 3718, C7X18, 3720, C7X20, 240U, 3722, COX22, 3724, C7X24. Not all
models may be shown on a given drawing.
Impact Resistant Glazing (Aluminum)L
The optional impact resistant glazing is an aluminum front frame and a separate
polycarbonate glazing that is an approved C1 plastic in accordance with testing
required by FBC-B 2606 and complies with FBC-B 2615 testing requirements. Approved
polycarbonate materials are Sabic IP Lexan 9034 (versions also approved: MR10, 9030,
90318, 90316, 90317, 90311, 90314, 90355) and Bayer Makrolon GP (versions also
approved: SL, AR, 15). Approval based on review of NOA 13-0717.01 (Sabic) and NOA
12-0605.05 (Bayer) and manufacturer's product datasheets.
Impact Resistant Glazing (Molded)•
The optional impact resistant glazing is an injection-molded polycarbonate front
frame and glazing (LEXAN SLX2432T) that is an approved C1 plastic in accordance with
testing required by FBC-B 2606. FBC-B 2615 compliance based on review of the
following tests:
HETI-06-A002 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:
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
a bove.
Installation requirements per the relevant Florida Administrative Rule, including
attachments, are detailed on the drawing(s) listed above. Installation must be in
accordance with manufacturer's installation instructions and must be as shown on the
drawing(s) listed above. The manufacturer's licensed design professional listed on the
drawing(s) has reviewed the attachment details and installation requirements.
Signature: 1{tllII##41
..H NCT�ee .
Scott amilto P. E. *D• N° 6286
Florida.
No. 6 286 a 7k e
Date: ( L Z. � STATE OF
rd per• .�:�.
SS f�NA
rs
PAGE 5 of 5 FILE: CBPC 111215-A.3
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Form Title: Validation checklist for evaluation report from an architect or engineer
Form#: 9N-3.011(3)(c)
Effective Date:January 15,2007
Administrative Validation 611320-3.011,F.A.C.
(±_ 1. Verify the evaluator is a Florida Registered Architect or Florida Professional Engineer who
has taken the core building code course.
Ii 2. Verify submission of the evaluator's certification of independence.
3. If the evaluation is not performed by a third party independent of the manufacturer then
verify validator's certificate of independence.
4. Verify the evaluation report is for the products listed on the application as described on
the application and that the products are within the scope of Rule 9B-72.
LR?5. Verify that test reports demonstrating compliance were performed at a test lab accredited
by an approved accreditation body for the test performed,and verify test lab location.
i r;6. Verify that the test reports or rational analysis are required by the Building Code as a
component of a product approval for the product category and subcategory.
17. Verify that rational analysis demonstrating performance were executed utilizing current
code requirements and was not used in lieu of a standardized test required by the Code or
that rational analysis was not required.
8. Verify that all data,test reports and calculations,are substantiated on the report.
(A 9. Verify that the application has the Code sections and reference standards for which the
evaluation demonstrates compliance.
` a 10. Verify the method of demonstrating compliance indicate any limitations on the use of the
product,as intended.
�J 11. Verify the manufacturer installation instructions are in accordance with the evaluation
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report,and attachments are provided.
J 12. Verify that a quality assurance program audited by a Florida Building Commission
approved third party quality assurance agency is in place.
Technical Validation Installation Instructions/Evaluation Reports
f3a 13. Determination that the evaluator has complied with acceptable standards of engineering
principles.
,ij 14. Engineering verification that the evaluation complies with the Code.
(7-j 15. Copy of the application complying with all aspects of rule 61G15-36 F.A.C.,must be flied
with the Commission.
i_°t; To the best of my/our knowledge,this application is complete,the items in the checklist
above have been verified and reviewed,and the evaluation report submitted with this
application indicates that the product,method,or system described in this application
meets or exceeds the Florida Building Code requirements and reference standards listed in
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