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• • FL# FL16107-R10
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason,OH 45040
(513)770-6062
mwesterfield@clopay.com
Authorized Signature Scott Hamilton
shamilton@clopay.com
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 the Scott Hamilton
Evaluation Report
Florida License PE-63286
Quality Assurance Entity Intertek Testing Services NA,Inc. -QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Gary Pfuehler
Validation Checklist-Hardcopy Received
Certificate of Independence FL16167 R10 COI Certification of Independence of Validation Entity-
Gary Pfuehler.pdf
FL16107 R10 COI Statement on Independence of Evaluation Entity=
ScottHamilton 120424.pdf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
hfps://www.floridabuiiding.orq/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2p/`2f5n8XnBD2`/`2fVo8Jcu[DXOIV`/a2fAa/a3da/a3d
6/4/2018 Florida Building Code Online
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16107 RIO Equiv 20170809-FBC-DASMA 108 eouiv.odf
FL16107 R10 Equiv 20170809-FBC-DASMA 115 equiy.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/10/2017
Date Validated 08/14/2017
Date Pending FBC Approval 08/16/2017
Date Approved 10/10/2017
Summary of Products
Go to Page 2- 0 Page 2/3
FL# Model,Number or Name Description
16107.21 21 W8-16 DSIE-lF471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior
GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga.min.)Double-Car(97"to 167"wide)
AR2LP,ED2SP, ED2LP,4302, HDGC, WINDCODEO W8 Garage Door with Optional Impact-Resistant
6202,MFC68,4305,HDGR,6205, Lites
SFR68,MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 RIO II 104786-Rev04-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: +46 PSF/-52 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 RIO AE CBPC 130214-A.pdE
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.22 22 W6-09 DSIE-IF171: 4400,4401, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
4301,4300,4301,4310, HDG, skin 27 ga.min.)Single-Car(up to 9'0"wide)WINDCODES
HDGL,HDGF,66,66G,67,67G,68, W6 Garage Door with Optional Impact-Resistant Lites
SP200,SF200,SE200,6200,6201,
6203
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 RSO II 101526-A-Rev20 signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 RIO AE CBPC 130214-A.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.23 23 W6-09 DSIE-1F171:4400,4401, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior
4300,4301,4310,HDG,HDGL, skin 27 ga.min.)Single-Car(up to 9'0"wide)WINDCODE®
HDGF,66,66G,67,67G,68,SP200, W6 Garage Door
SF200,SE200,6200,6201,6203
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 RIO II 101526-B-Rev20 sioned.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF Evaluation Reports
Other:Doors with standard glazing meet the wind load FL16107 RIO AE CBPC 130214-A.pdf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16107.24 24 W6-09 PAN-21F153: 84A,94,73, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide)
75, 1500, 190,4RST,4RSF,4F, WINDCODEp W6 Garage Door with Optional Impact-Resistant
6RST,6RSF,48,42,55,48B,42B, Lites
55S,GDSS,GDSSV,GRSS,GRSSV,
ARSS,ARSSV,EDSS, EDSSV
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 RIO II 101348-A-Revl7-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: +38 PSF/-44 PSF Evaluation Reports
Other:Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 RSO AE CBPC 130214-A.pd>
Created by Independent Third Party: No
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2°/a2f5n8XnBD2%2fVoBJculDX0IV%2fA%3d%3d
6/4/2018 Florida Building Code Online
doors with optional impact-resistant glazing are impact-
resistant(large missile impact).
16107.25 25 W6-09 PAN-2F153: 84A,94,73, Steel Pan (min.25 ga.)Single-Car(up to 9'0"wide)
75, 1500, 190,4RST,4RSF,4F, WINDCODEO W6 Garage Door
6RST,6RSF,48,42,55,48B,42B,
55S,GDSS,GDSSV,GRSS,GRSSV,
ARSS,ARSSV,EDSS, EDSSV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 II 101348-B-Revl7-signed.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130214-A.pdf
requirements of the building code but DO NOT meet the Impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16107.26 26 W6-09 PAN-217156: 76,76V, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide)
2RST WINDCODEO W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 RIO II 101348-A-Rev17-signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure:+38 PSF/-44 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 RIO AE CBPC 130214-A.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.27 27 W6-09 PAN-2F156: 76,76V, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide)
12RST WINDCODEO W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16107 RIO II 101348-B-Revl7-signed.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure:+38 PSF/-44 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 RIO AE CBPC 130214-A.odf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16107.28 28 W6-09 DSIE-1A371: 2050,2051, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior
2053,4050,4051,4053,62,64,65, skin 29 ga.min.)Single-Car(up to 9'0"wide)WINDCODEO
62G,62LG,64G,SDP38,SFL38, W6 Garage Door
SRP38, 134, 135, 136,6130,6131,
6133
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 RIO II 104814-A-ReV00-sianed.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:+36 PSF/-44 PSF Evaluation Reports
Other: Max.Wind Speed(V ult): 170 MPH.Solid doors are FL16107 RSO AE CBPC 130423-A.odf
impact-resistant(large missile impact). Created by Independent Third Party: No
16107.29 29 W6-09 DSIE-1A171: 2050,2051, Double-skin Insulated EPS(exterior skin 27 ga. min.; Interior
2053,4050,4051,4053,62,64,65, skin 29 ga.min.)Single-Car(up to 9'0"wide)WINDCODEO
62G,62LG,64G,SDP38,SFL38, W6 Garage Door
SRP38, 134,135, 136,6130,6131,
6133
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16107 R10 II 104814-B-ReV00-s!gned.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure:+36 PSF/-44 PSF Evaluation Reports
Other:'Doors with standard glazing meet the wind load FL16107 RIO AE CBPC 130423-A.odf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16107.30 30 W6-09 DSIE-1F471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga, min.; Interior
GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga.min.)Single-Car(up to 9'0"wide)WINDCODEO
AR2LP,ED2SP, ED2LP,4302,HDGC, W6 Garage Door with Optional Impact-Resistant Lites
6202,MFC68,4305,HDGR,6205,
SFR68,MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 103954-A-RevO5-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: +38 PSF/-44 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 RIO AE CBPC 130423-A.pdf
Created by Independent Third Party: No
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2%2f5n8XnBD2%2fVo8JculDXOI V%2fA%3d%3d
MODELS 27 GA SHORT 27 GA FLUSH 27 GA LONG DDDR HEIGHT R OF REV DATE DCSCRIPTIDN
SECTIONS THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE 00 6/2013 WAS DRAWING 101654AB-REV14.
ULTIMATE WAND SPEEDS LISTED BELOW ACCORDING i0 THE FLORIDA
CLOPAY 2050,4050 2051,4051 4053.2053 UP TO 7'0' 4 BUILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON
7'3' TO 8'9' 5 ASCE7-10)FOR THE FOLLOWING CONDITIONS:1)ENCLOSED
9'D' TO 10 6 6 BUILDING.2)DOOR HAS 2'OF WIDTH IN BUILDING'S END ZONE,3)
HOLMES 62,62G,62LG, 65,6131 64,64G,6133 ANY ROOF SLOPE,AND 4)TESTING IN ACCORDANCE WITH
6130 10'9' TO 12'3' 7 ANSI/DASMA 108.S17E-SPECIFIC CALCULA71ONS BY A OUALITIED
12'6' TO 14'0' 8 DESIGN PROFESSIONAL MAY DIFFER
IDEAL SDP3B,135 SFL38,136 SRP38,134 14'3' TO 1519' 9 ULTIMATE WIND
SPEED(MPH) 150 155 165 175 190
OPTIONAL 1/8'ACRYLIC OR D58 GLASS LRES AVAILABLE.OPTIONAL ACRYLIC MAXI SECTION HEIGHT: 21' EXPOSURE
GLAZING IS PLASKOLFTE OPTD(OR LUCRE CP APPROVED CC2 PLASTIC IN calEGDRY B,C,D B.C,D
ACCORDANCE WITH IBC/FBC 2606(SEE SECTION B-B).SHORT AND LONG EXPAN1 POUND DENSITYDED
LRES APPROVED.GLAZING IS NOT IMPACT RESISTANT. MI12 GA.GALV.STEEL TOP BOLLER
MEAN ROOF HEIGHT 25' 15' 25• IS' 30' FOAM INSULATION LAMINATED. BRACKET. EACH BRACKET ATTACHED
A TO BOTH EXTERIOR AND
INTERIOR �1 WITH(4)11141x5/8"8"SHEET METALSKINS. I SCREWS.
___ ______ __ IMPACT-RESISTANT ASSEMBLY DETAILS VERTICAL JAMB ATTACHHFNT(CROLrt_FILLEO CUU BLOCK OR
Il-y -TUI I� -jll ITh _ jII DRAWING 1048 14-A 2.000 PSI MIN.CONCRETE COLUMNI;
I I< y l I l l Ar I I I If I I I r I I SEE�° 3/8•x4'SLEEVE ANCHORS(1-1/2"EMBED)ON 20"CENTERS
I�.-- I�___Y -Y.yl HINGE DET.vL IMPACT-RESISTANT CONSTRUCTION: 27 GA STEEL MIN.EXTERIOR
L_--._J L_ -J L =_._I 2,000 PSI MIN.CONCRETE OR 1/4"93m TAPCON SCREWS ON
SOU°ODORS(Ii0 LULNCI)ARE IMPACT-RESISTANT.THE ( ) SKIN WRH G-{°GALVANIZING,
SEE INTERMED. EMIR,coon ASs,MBLr UI$TALLE0 IN COMPLIANCE WIN THIS 17"CENTERS(2,000 PSI MIN.CONCRETE)OR 9"CENTERS BAKED-ON PRIMER AND a
--- II LANCE DETAIL SECTION MEETS THE WD LOAD REOUIREUENTS OF THE (GROUT-FILLED CMU BLOCK).WASHERS INCLUDED WITH SLEEVE BAKED-ON POLYESTER t4 GA GALV.SUER ROLLER
I III III Ill III III , III FLORIDA BUILD NG CODE AND WERNATIONAL HMO=CODE PAINTED TOP COAT. HINGE.EACH FASTENED TO
AND IS LARGE-AHD SVALL-MISSar IMPACT RESISTANT. ANCHORS, 1"O.D.WASHERS REQUIRED WITH TAPCONS.ANCHORS END STILES W/(4)114.6/8'
MAY BE(BUT NOT REQUIRED)COUNTERSUNK TO PROVIDE A SHEET METAL SCREWS AND
H FLUSH 1.1 LINTING SURFACE.HORIZONTAL JAMBS DO NOT (4)1/4"x3/4"SELF TAPPING
IdOTE,TRACK CONFIGURATION TRANSFER LOAD. SCREWS.
o III III III II I,t III III III TWO PO_4T LOCXIN° ABOVE THE DOOR OPENING
X12- _����=___fit �iI-___={I� __=_�t� RITO TRACK DOES NOT AFFECT THE WIND TDNGUE AND GROOVE JOINTS.
og ------ ----- ----- ---- LOAD RATING OF THIS DOOR.
y -- END HORIZONTAL NICK SUPPORT BT T•FOR DOORS OVER 8'-0" _ SECT A-A
_ ODOR DISTN.LER(To sun) N2E-
IIF---=�'1 1�-=--'�I tl ----'�I fl
LOE BOLT NIGH,TRACK CONFIGURATION SHALL
L III II III 1 11 III CK ENRAGES NOT E%GEED MAXIMUM SPACING S 50 KSI U-BMS IN A 2-1-2-1-2
TD FJ). PROVIDED.CONSULT FACTORY FOR
AC..DIe MORE DETAIL IF ROD. F1lCH HINGE LOCATION KITH(2)D AT
Ck ONCH SIDELOCK POSRIOII IF DOOR. I 13 GA GALV.STEEL FLAG BRACKET. 1/4"x]/4'SELF TAPPING SCREWS.
MAX.COOK.0TH a O'-0" INSIOF SLIpE PDLT I EACH fASi[NEO i0 HOOD.WLR WENT
I smF FI FVAnON LOCK WTKIN I (31 1AST l-S/s'WOOD uc SCREW. 1-3/8'THICK
(SNORT PANEL SHOWN) TRACK eavcxRMwr,OH 13 CA.GALV. STEEL BOTTOM BRACKET.
ATTACHED VATH(2)►114x5/8"SHEET METAL SCREWS. 29 CA STEEL WN.INTERIOR SKIN
StaP LATCH ENGAGES WRH G-40 GALV.,BAKED-ON
ONTO VERTICAL TRACK 1E NOTE;DOUBLE TRACK V RTI AIA ATTR II N 1 IN PRIMER AND A BAKED-ON POLYESTE
DID
ONE SNAP LATCH ON s LOW HEADROOM IS 3 B.3•LAG SCREWS(i-1/2"EMBED)ON 24'CENTERS, �I TOP COAT.
sTaE FAtll SIDE Di Dopa. AVAILABLE AS AN OPTION LAG SCREWS MUST USE I-O.D.WYASHER. LAG SCREWS MAY
g BE(BUT NOT REQUIRED)COUNTERSUNK TO PROVIDE
25 2'Grty STEEL TRACK, A FLUSH MOUNTING SURFACE.HORIZONTAL JAMBS DO NOTALUMINUM EXTRUSION
$ TRACK THICKNESS..060- TRANSFER LOAD. u VINYL WEATHERSTRIP.
'OLE OUTSIDE KEYED END $ Y'
��BAR NAr10LE STNS z STANDARD ASSEMBLY CONSTRUCTION: TLtI !/F
ENGAGES IN M.2-1/Z i12 CA GLV.STEEL TRACK BRACKET, OPTIONAL OSa OR 1/B"ACYRUC UTES MAIL9LE.OPTIOMUt �� /I
TRACK 011 INSIDE HANDLE T{)TRACK DRAGNET PER SIDE UP TO 8'.DISTANCE ACRYLIC GLAZING R PIA9cCufC°PIC OR LUCRE CP ��%` 'C'( HAn'1/(
�' ED'IEEN BRACKETS NOT TO EXCEED 30.O.C. APPROVED CC2 PLASTIC W ACGMOVICE WTH IBC PBC 2606. 0."" "`
O nny r�KErEO LOLx GGI SIDE 0090E KEYED IOC o / �� �J E TO1,�
THE ENTIRE DOOR ASSEMBLY WSf4LLED W COIIK_CE rTirl C N
LOCK BAR LOCKING
OF DOOR SNM LATCH LOCK OPiIOH WDR �`•;` AS�'"% I
k-I 1• THIS SEMN MEEIS THE T4N0 ICAO REOUWEMENTS OF THE
FLORIDABNLD°W CODE OR IMERMATIOw1 BUaDWG CODE ryQ
(4)X74 SHEET METAL SCREWS 6_p 6 WT RDFS OT MEET THE IMPACT RESISTANT REQUIREMENT No 6
D _ STANDARDASSEMBLY DETAILS FOR WNDBORxE DEBRIS REGIONS(REE.CHAPTER 16bdI
., ^-0I DRAWING 104814-8 Pac/13c).
LHR TOP BRACKET FRONT FRAME WITH U.V.
p O OO�UCBL HORIZONTAL COATING ON OUTSIDE SURFACE. �'. STATE OF :TIT:
(4) 1/4"DIA SELF TAPPING SCREWS
14 GA END HINGE 16 GA IMFRI.IEOIATE HINGE
DOUBLE TRACK !{ LT1
STOP MOULDING BY DOOR A LOW HEADROOM OPTION GLAZING DESIGN ENGINEER:
INSTALLER(TQ SUIT) SCOTT HAMILTON, P.E.
MOLDED INSIDE SECTION 8-e IBX3/4"PAN HEAD SCREW
20 GA.MIN.GALV.STEEL END STILE LITE RETAINER. STANDARD GLAZING(NOT IMPACT RESISTANT) FLORIDA LICENSE No, 63286
12 GA GALV.7NE
ACK NOTE,THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS DESIGN LOADS: 4.0 P.S.F.P.S.F.& 6.0 P P.S.F.
BRACKET FASTENOOD SHALL BE THE RESPONSIBRITY OF THE PROFESSIONAL OF TEST LOADS:+54.0 P & -66.0 P.S.F.
JAMB WITH ONE 55/8" RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
WOOD LAG SCREW PKET. IB GA.MIN.GALV.STEEL CENTER HINGE WI7H CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING.
2"GALTRACK FASTENED TO BACK OF DOOR ty/t(4) nrIIDSI IG AxDD 6i COLO VINOLMD RATING MRI.SITE
FASTENED TO TRACKETS. EACH 14x5/8"SHEET LIETAL SCRESVS. ® �lO��� CLOPAY BUILDING PRODUCTS COMPANY HPC:DSIE-]A171
14 GA GALV.STEEL ROLLER HINGE 8585 DUKE BLVD. b/6 DP36 B'D"z 16'0'
EACH BRACKET ATTATH ONE FASTENED TO END STILES W/(4) EACH ANTE`
1/4".5/8' BNUT QB ]4x5/B"SHEET METAL SCREV/S ANOMASON, OH 45040 7/16/96 DESCRIPt1DwTWRNETS. q) 1/4"x3/4"SELF TAPPING SCREWS, DRAVN BY, MWW MODEL 2050/4050/4053: 36 PSF DESIGN
Building Products (s13) 770-4800 ORgV,NG NURSER.
SECT C-C 2" 10 BALL SHORT STEM STEEL ROLLER CHECKED BY, B 104814-A/B
WITH STEEL OR NYLON TIRE. Company Cl,p y C,. ,Itoh AD Rights Roused.
FLORO DDA PRODUCT APPROVAL 16107
TC►
April 23, 2013 (Revised 8/10/17)
Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6
through W8
I have evaluated the wind load door designs as shown on the drawings listed below. I
have reviewed the test reports, which were generated by accredited laboratories as
required by the relevant Florida Administrative Rule, the engineering rational analysis,
and the product drawings. The test reports are listed below. Assembly testing was
conducted by American Test Lab North Carolina. Component testing was conducted by
HETI and ETC.
For the doors listed in Tables 1 through 4, Static Pressure Tests were conducted in
accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005. Missile
Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201-1994
and TAS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA
1152005. The pressures listed on the drawings are either direct results of these tests
or results obtained through engineering rational analysis based on actual tests. I have
concluded that the door designs listed below in Tables 1 through 4 are in compliance
with these High Velocity Hurricane Zone test requirements of the Florida Building Code
and therefore are qualified as impact-resistant assemblies (large missile Impact).
TABLE 1: Drawings for doors with Manufacturing Product Code (MPC)_L)SIg- F
1.03954-A-ReV05, max. door size 9'0" x 1 '0"; +36/-44 PSF design load)
10411.9-Rev04, max. door size 9'0" x 1.6'0"; +54/-60 PSF (design load)
TABLE 2: Drawin for do r. with Manufacturing Product Code MPC DSIE-1A171:
104814-A-Rev00, max. door size 9'0" x 16'0"; +36/-44 PSF (design load)
TAI,LE 3: Drawings for doors with Manufacturing Product Code MP -2F443:
103488--A-Rev07, max. door size 9'0" x 16'0"; +38/�-44 PSF '(design load)
104790-�A-Rev07, max. door size 16'2" x 16'0"; +38/-42 PSF Cdesign load)
TABLE 4: Drawings for doors with Manufacturing Product Code (MPC) PAN-2P4-6•
103488-A-Rev07, max, door size 9'0" x 16'0"; +38/�-44 PSF (design load
104790-A-RevO7, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
TABLE.5: Drawings for doors with Manufacturing Product Code (MPC) SPO2F449:
104790-A-Rev07, max. door size 1.6'2" x 16'0", +38/-42 PSF Cdesgn load)
For the doors in Tables 6 through 10, Static Pressure Tests were conducted in
accordance with ASTM-E330-2002 and ANSI/DASMA 1.08-2005. The pressures listed on
the drawings are either direct results of these tests or results obtained through
engineering rational analysis based on actual tests. I have concluded that the door
designs listed below in Tables 5 through 8 are in compliance with these test
requirements of the Florida Building Code.
PAGE 1 OF 3 FILE;WC_130423-A.4
!=VALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W8
TABLE 6: Drawings for doors with Manufacturing Product Code MPC DSI - 1:
103954-13-Rev05, max. door size 910" x 1610"; +36/-44 PSF (designload)
TABLE 7: 01av As_for doQr_s_W _Kan_ufa_cdurjaa pry t od (MPC) DSIE-117471:
104814-8-Rev00, max door size 9'0' x 16'0"; +36/-44 PSF (design load)
TABLE 8: Drawings for doors with Manufacturing Product Code -MP N-2F443.,
103488-8-Rev07, max. door size 9'0" x 1 '0"; +38/-44 PSF ( esign load)
104790.8-RevO7, max. door size 7.6'2" x X6'0"; +38/-42 PSF (design load)
TABLE 9: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F446:
103488-13-Rev07, max. door size 9'0" x 16'0"; +38/-44 PSF (design 'load)
104790-e-Rev07, max. door size 16'2" x 7.6'0"; +38/-42 PSF (design load)
` TABLE 10: Drawings f r dpqrs with Manufacturing Product Code MPC SPO-2F.44
0 790-B-Rev07, max. door size 1612" x 1610"; +38/-42 PSF (design loa )
Test Reports:
ATL-0115,01-13R (3/18/13), ATL-0117,01-13 (3/X$/13), ATL-0102,01-13 (2/20/13),
ATL-0304,01-13 (5/1/13), ATL-0308,01-13 (5/1/13), ATL-0213,01-13 (4/29/13),
ATL-0326,01-13 (5/1/13). These reports document compliance with the TAS testing
standards and are signed and sealed by David Johnson, FL PE 61915.
Product Description for doors with MPC DSIE-117471:
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 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: GD2SP, GR2SP, GD2LP, GR21,13,
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 with MPC DSIE-1A171:
These doors consist of 1-3/8"double-skin insulated sections with an EPS core
laminated to both skins. Outer skin is min. 27 ga. (0.016") and inner skin is min.
29 ga. (0.012) G40 per ASTM A653. The maximum section height is 21". The following
models are at least structurally equivalent to the tested door; 2050, 2051, 2053, 4050,
4051, 4053, 62, 64, 65, 62G, 64G, 65G, DP38, FL38, RP38, 134, 135, 136, 6130,
6131, 6133. Not all models may be shown on a given drawing.
RrAo uct-Description for doors with MPC PAN-2F443.:
These doors consist of 2"thick steel pan doors with min. 24 ga. (0.02211) outer
skins. The steel skin is at least G40 per ASTM A653. The maximum section height is
24". The sections may have EPS foam insulation inserted into the pan cavity. 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.
PAGE 2 OF 3 FILE:CBPC_130423-A.4
EVALUATION REPORT rOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-WB
Product pescription_for_doors_with MPC PAN-2F446:
These doors consist of 2"thick steel pan doors with min. 24 ga. (0.022") outer
skins. The steel skin is at least G40 per ASTM A653. The maximum section height is
24". The sections may have EPS foam insulation inserted into the pan cavity. 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: G4L, GL4,
GD4L, GR4L, G4LV, GL4V, GD4LV, GR4LV, E4L, ED4L, E4LV, ED4LV, MR4L, SL4, AR4L,
MR4LV, SL4V, AR4LV. Not all models may be shown on a given drawing.
Product Description for doors with MPC SPO-2F449:
These doors consist of 2"thick steel pan doors with min. 24 ga. (0.022") outer
skins. The steel skin is at least G40 per ASTM A653. The maximum section height is
24". The sections may have decorative overlays. The following models are at least
structurally equivalent to the tested door: GHnn, GHRnn, GHRvnn, SPnn, SPVnn, SMnn
where "nn" represents the configuration of the overlays. Not all models may be shown
on a given drawing.
Impact Resistant Glazing (Aluminum)
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 2612. 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 IP, exp. 7/17/18) and NOA 12-0605.05 (Bayer, exp.
8/27/17).
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
above.
Installation requirements per the relevant Florida Administrative Rule, including
attachments, are detailed on the drawing(s) listed above. Installation must be in
accordance with manufacturer's installation Instructions and must be as shown on the
drawing(s) listed above, The manufacturer's licensed design professional listed on the
drawing(s) has reviewed the attachment details and installation requirements.
Signature: % SHAM�<011111111111''��
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*' No 632 *:
Scott Hamilton, P. E.
Florida P. E. No. 63286
Date: �S �L� �l� 'r.Q�•. •TATE Off•••�,�
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PAGE 3 OF 3 FILE:CBPG_130423-A.4