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^* FL# FL16546-117
Application Type Revision APR I i 20
Code Version 2014
Application Status Approved PERM177ING
St. Lucie County, FL
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/Emal I
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 Hamilton
the Evaluation Report
Florida License PE-63286
Quality Assurance Entity Intertek Testing Services NA, Inc.
Quality Assurance Contract Expiration Date 12/31/2028
Validated By Gary Pfuehler
Validation Checklist- Hardcopy Received
Certificate of Independence FL16546 R7 COI Certification of Independence of Validation Entity-
Gary Pfuehler 2016-02-19.pdf
FL16546 R7 COI Statement on Independence of Evaluation Entity-
ScottHamilton 2016-02-19.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
httpsJ/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvgqu2wp/p2bnFgUMAguiPw2FMmQxWClk7vCLlwgA5p/*2bUlKHKQ`/o3d`/pad 1/5
4/10/2017 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/14/2016
Date Validated 12/15/2016
Date Pending FBC Approval 10/21/2016
Date Approved 12/16/2016
Summary of Products
Go to Page 1Iv Page 2/3
FL# Model,Number or Name Description
16546.21 21 W8-16 DSIU-117471: GD2SU, Double-skin Insulated Intellicore (exterior skin 27 ga. min.;
GR2SU, GD2LU, GR2LU,AR2SU, III interior skin 27 ga. min.) Double-Car(9'2"to 16'2"wide)
AR2LU, ED2SU, ED2LU, 9202, WINDCODEQ W8 Garage Door with Optional Impact-Resistant
HDPC20, 7202, 8202, MFC681J, Lites
9205, HDPR20, 7205, 8205, MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R7 II 104822-Rev04.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/-52 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors(no FL16546 R7 AE CBPC 141219-B.odf
glazing)or doors with optional impact-resistant glazing are Created by Independent Third Party: No
impact-resistant(large missile impact).
16546.22 22 W8-09 PAN-2F443: GD4S, GR4S, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.)Single-
ED4S, AR4S Car(up to 9'0"wide) WINDCODE@ W8 Garage Door with
Optional Impact-Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R7 II 104121-Rev04.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/-58 PSF Evaluation Reports
Other:Max. Wind Speed(V_ult): 170 MPH. Solid doors (no FL16546 R7 AE CBPC 131211-A.pdf
glazing) or doors with optional impact-resistant glazing are Created by Independent Third Party: No
impact-resistant(large missile impact).
16546.23 23 W6-16 DSIE-117471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior
GR2SP, GD2LP, GR2LP, AR2SP, skin 27 ga, min.) Double-Car(9'2"to 16'2"wide)
AR2LP, ED2SP, ED2LP, 4302, HDGC, WINDCODE@ W6 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 FL16546 R7 II 104785-A-RevO3-signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16546 R7 AE CBPC 141219-B.Ddf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16546.24 24 W6-16 DSIE-117471: 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, WINDCODE®W6 Garage Door
6202, MFC68,4305, HDGR, 6205,
SFR68, MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R7 II 104785-B-Rev03-signed.Ddf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other:Doors with standard glazing meet the wind load FL16546 R7 AE CBPC 141219-B.Ddf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16546.25 25 W8-16 DSIE-SF471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; Interior
https://www.floridabuilding.orgtpr/pr app dti.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUMAguIPw2FMmQxWC1k7vCUwgA5%2bUIKHKQ%3d%3d 215
4 3 2 1
MODELS SHORT LONG MODELS FLUSH GROOVED SHEET. REVISIONS ,,
GALLERY GD2SP, GR2SP GD2LP, GR2LP CLOPAY CLASSIC 4302, HDGC 4305, HDGR OF 4 REV. NO.1 ZONE:I DATE: i ECN NO.I APPVD: DESCRIPTION
HOLMES gR2SP AR2LP HOLMES CLASSIC 6202 6205 03 - 12/15/14 - SH ADDED GROOVED MODELS.
ARTISTRY
IDEAL ED2SP ED2LP IDEAL CLASSIC MFC68 SFR68, MFR68
� PN
D OPTIONAL GLAZING MAY BE STANDARD (DSB OR BETTER) OR IMPACT D
RESISTANT GLAZING. MAXIMUM GLAZING SIZE (DLO) IS 38-1/2"x13`.
GLAZING MAY BE SHORT—PANEL (NOT SHOWN) OR LONG—PANEL (1) 20 GA. BACKER PLATE AT EACH INTERMEDIATE
j (SHOWN). SEE SECTION B—B ON SHEET 2 FOR DETAILS. HINGE LOCATION. BACKER PLATES ATTACHED WITH J
GLAZING MAY BE INSTALLED IN TOP SECTION (SHOWN) OR DOUBLE—SIDED ACRYLIC ADHESIVE TO BACK OF DOOR.
INTERMEDIATE SECTION (NOT SHOWN).A _,. r;= ( •i
(1) 12 GA GALV. STEEL TOP ROLLER
BRACKET. SEE SHEET 2 FOR DETAILS.
.I 16 GA. MIN. GALV.
er STEEL END STILES. La,
ILC V VI
VIEWEW `B" ®„ a.
5= J
Wo LEI
c
TWO POINT LOCKING
INTO TRACK.
OPTIONAL OUTSIDE KEYED BRACKET
I NA74 DOOR WIDTH 16'-2- LOCK POSITION. USED FOR
INSIDE ELEVATIONS BOTTOM
DOUBLE END SNAP LATCH ENGAGES
STILE. ONTO VERTICAL TRACK. END
OF ONE SNAP LATCH ON STILE.
DOOR HEIGHT SECT
UP TO 8'0' 4 SLIDE BOLT LOCK EACH SIDE OF DOOR.
B 8'3' TO 70'0' S END ENGAGES INTO
10'3' TO 12'0' 6 STILE. VERTICAL TRACK. OUTSIDE
ONE LOCK ON HANDLE. LOCK BAR
12'3' TO 14'0' 7 EACH SIDE OF OUTSIDE
14.3' TO 16'0' 8 DOOR. KEYED END ENGAGES IN
STILE. TR
MAX SECTION HEIGHT.24' HANDLE. EACACK ON
H SIDE
INSIDE ID BOT INSIDE HANDLE OF DOOR.
THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE LOCK OPTION, OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH
ULTIMATE WIND SPEEDS OSTEO BELOW ACCORDING TO THE FLORIDA SNAP LATCH LOCK OPTION, LOCK BAR LOCKING.
BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON
ASCE7-10)FOR THE
FOLLWING
%GD(...E.... ;- '��� BANYDROOF25LODPERAND 4)HAS T ESTMGOMDOF WIDTHIACCORDIANCE N BUILDINGSµry7HEZONE J)
S�•.'•.•2 ANSI/DASMA 108.SITE—SPECIFIC CALCULATIONS BY A QUALIFIED
IPI„s 6 B (/ *^ DESIGN PROFESSIONAL MAY DIFFER. MANUFACTURING PRODUCT CODE
7••fF ^ ❑ ULTIMATE WIND 160 165 175 les 200 DSIE—IF471
C� SPEED(MPH) DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F.
• EXPOSURE TEST LOADS: +57.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A n
A
Z'003'
03., STATE OF .�: B,C.D B,C. D B. C B.c B
i o. (V CATEGORY Unless Slated Olner.7ae 8585 Duke Boulevard
.l( �Q:•\ ; �CIoPaY TeL aNO.51345040 U00 VINDLOAD RATING
TOLERANCES o e W 6 D P 3 8 T
s,O R 1• ��,`� MEAN RODF HEIGHT 25' 15' 25' Is' 30' 0 - t.031 B05nT Plodlds CooganF Foe Na 513-770-4851
00= }.D15 DESCRIPTION: 2'GALLERY EPS DOORS 16'2'1V (SEE TABLE)
.000= t.005 DRAWN BY:SH DATE:1/10/13 SCALE:Nis
DESIGN ENGINEER: .DDoO = d:.o01 DWG.
SCOTT HAMILTON, P.E. DeU,Zgrees - i:t/T CHECKED BY: SH DATE:1/10/t3 SHEEP 1 OF 4 SIZE
FLORIDA LICENSE No. 63286 DIMENSIONS ME LV INOICS.DWG. NO.: 104785—A/B VER:IBC
4 3 2 FLOO L�ODQ PRODUCT DD MCT APPROVALS 16540
II
4 3 2 1
MODELS SHORT LONG MODELS FLUSH GROOVED SHEET, REVISIONS
I OLERY 2 OF 4
GD2SP, GR2SP GD2LP, GR2LP CLOPAY CLASSIC 4302, HDGC 4305, HDGR
GALLERY REV. NO. ZONE: DATE: I ECN NO.1 APPVD: DESCRIPTION
H LMES AR2SP AR2LP HOLMES CLASSIC 6202 6205 03 — — — SH SEE REVISION HISTORY ON SHEET ONE.
ARTISTRY
IDEAL ED2SP ED2LP [DEAL CLASSIC MFC68 SFR68, MFR68
XPR SSIQNS
I
D p
I
IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT—RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8'ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS
.i IMPACT—RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC
FRONT FRAME AND SABIC IP LEXAN 9034 (VERSIONS ALSO APPROVED: MR10, 9030, 2606.
90318, 90316, 90317, 90311, 90314, 90355) OR BAYER MAKROLON GP (VERSIONS THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
ALSO APPROVED: SL, AR, 15), APPROVED CC1 PLASTICS IN ACCORDANCE WITH IBC/FBC WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
2606 AND APPROVED Cl PLASTICS IN ACCORDANCE WITH FBC 2612. CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE REGIONS (REF. CHAPTER 16 FBC/IBC).
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND IS LARGE—AND SMALL—MISSILE IMPACT RESISTANT. _SECTION 8-8 (NON—IMPACT RESISTANT GLAZING OPTIONI
C SECTION B—B (IMPACT—RESISTANT GLAZING OPTION)C
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
INSULATED DOOR SECTION. IMPACT—RESISTANT FRAME.
125
DECORATIVE FACADE.
_
EXTERIOR OF DOOR. (12) TAPPB—lB x 1SC GLAZING
SELF—TAPPING SCREWS.
1.75' MOLDED INSIDE
LITE RETAINER_
INTERIOR OF DOOR. 88x3/4"PAN HEAD SCREW
(10 SCREWS PER LITE).
RETAINER.
o (12) ®8-18: 1/2' ALUMINUM FRAME.
U SELF—TAPPING SCREWS. p
1/4•THICK POLYCARBONATE O
GLAZING.
IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 104785-A DRAWING 104785-B
EIVSIC
�� F
*•:• NO 2 * MANUFACTURING PRODUCT CODE
` — DSIE-1F471
A DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F.
A9; ST E OF
TEST LOADS: +57.0 P.S.F. & —63.0 P.S.F. PART NO.: N/A A
i O. ••� Untess Stoted OUer.ise 8585 Duke BoukvoM VINDLDAO RATING
' T'•. P TOLERANCES o e Nascn,ON 45040 USA
-.,FS•<o.... % _0 e ±.031 Clopmay Fa'No.513 no-;BM W6 DP38T
-,'�STONll 11�N,,` .00 ,.005 DESCRIPTION: 2"GALLERY EPS DOORS 16'2'W (SEE TABLE)
DESIGN ENGINEER+ Do00 = '.001 DRAWN BY:SH DATE-.1/10/13 SCALE:NTS Dwc.R
Degrees = t 1/2' CHECKED BY: SH DATE:1/10/13 SHEET 2 OF 4 SIZE 1J
SCOTT HAMILTON, P.E. UnIess Stated Omer W:
FLORIDA LICENSE No. 63286 DUENSIONS ARE IN mcHEs.DWG. NO.: 104785—A/B VER:IBC
4 3 2 FLOG�ODD Ga p OO DC 7 APPROVAL 162-046
4 3 2 1
MODELS SHORT LONG MODELS FLUSH GROOVED SHEET.
REVISIONS
CLOPAY GD2SP, GR2SP GD2LP, GR2LP CLOPAY CLASSIC 4302, HDGC 4305, HDGR 3 OF 4 1 REV. NO.1 ZONE: DATE: ECN NO. APPVD: DESCRIPTION
GALLERY
HOLM
AR2SP AR2LP HOLMES CLASSIC 6202 6205 03
ARTISTRY - - - SH SEE REVISION HISTORY ON SHEET ONE.
i
IDEAL
%PRN ED2SP ED2LP IDEAL CLASSIC MFC68 SFR68, MFR68
j
D FRONNANDLBACK S NN OF DOOR.TES D
HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NO LOAD FROM DOOR) NOTES:
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO 1.45'THICK, 1� DENSITY
286 VERTICAL SYP(GRADE B2 OR BETTER)JAMBS.NO LOAD FROM THE DOOR IS EXPANDED POLYSTYRENE FOAM
TRANSFERRED TO THE HORIZONTAL(TOP)JAMB.
2.EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+304 LB& -336 I.B.PER LINEAR INSULATION LAMINATED TO BOTH 12 GA. GALV. STEEL TOP ROLLER
FOOT OF JAMB. EXTERIOR AND INTERIOR SKINS. _BRACKET. EACH BRACKET ATTACHED
3.ALL JAMB FASTENERS'MAY BE(BUT ARE NOT REOUIRED TO BE)COUNTERSUNK TO PROVIDE A WITH (4) #14x5/8" SHEET METAL
FASTENER FLUSH MOUNTING SURFACE. SCREWS.
TYPE 4, A 1/3 STRESS INCREASE FOR WIND LOAD WAS MUSED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND MASONRY.
MAX.O.C. PREPARATION OF JAMBS BY OTHERS TONGUE AND GROOVE JOINTS. 27 GA. (0.016' MIN.) INTERIOR STEEL SKIN
NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL (DRAWING QUALITY) WITH G-40 MIN. GALV.,
BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE ED-ON
C BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING r POLYESTER PAINTED TOP COAT APPLIED TO
2x6 vERnCAL JAMB CODES FOR THE LOADS LISTED ON THIS DRALYING. I BOTH SIDES OF STEEL SKIN.
4-11/4' 14 GA. GALV, ROLLER HINGE. EACH HINGE
FASTENED TO END STILES WITH (4)
VIEW „D,� #14x5/8' SHEET METAL AND (2)
4" TALL TAPER STRUT. 1/4'x3/4' SELF TAPPING SCREWS. SEE
0.062' MIN. GALV. STEEL, VIEW 'B'.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHM NT 80 KSL MIN.
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) ONE 4'T-STRUT PER SECTION. (SEE
MAXIMUM
ON-CENTER VIEW 'D) EACH T-STRUT ATTACHED AT
DISTANCE STEEL 27 GA (0.016' MIN.) EXTERIOR EACH HINGE LOCATION WITH (2)
BURRING TYPE FASTENER TYPE FASTENERS'REQUIRED' STEEL SKIN (DRAWING QUALITY) 1/4'x3/4'SELF TAPPING SCREWS.
ETWEEN WASHERS
BLOCK WA 4•x 1-1 4•MIN M T CON C NCR T A 7-1 1 O.D. WITH G-40 MIN. GALV.
3000 PSI MN.CONCRETE 1 4 x 1 MIN.EMBED TAPCQN CONCRETE ANCHOR 8-1/4- 1 0.0. BAKED-ON POLYESTER PAINTED
B7000 PSI MI 3 X 1-3/4-MW. EMBED WEJ-R ANKR TITE SLEEVE ANCHOR - TOP COAT APPLIED TO BOTH
a u -x 1-3/4-MN M -rt ANKS ITTE SLEM ANCHQRa- INCLUDED SIDES OF STEEL SKIN. LJ
FRAM SCREW fASTM A307,GRADF A) 1-5/8'EMBED INTO STRUCTURE1 - 7-
0-0-FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH as THE DOOR OPENING. 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. WITH (2) {f 14x5/8" SHEET METAL SCREWS.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK:2-1/2".EXCLUDING STUCCO THICKNESS.
ALUMINUM EXTRUSION &VINYL WEATHERSTRIP.
\ \\\�� Ha ��2j�,-- 814x5/8" SHEET METAL SCREWS
\\ VI
SECTION A-A (SIDE EW)
�\
5;�VC'ENSF%1. -4
0 0
� N 2 �
k*• MANUFACTURING• 00 0 0 DSIEIF471 CODE
1/4-x3/4"
�3SELF
DESIGN LOADS: 7.0 P.S.F. & 3.0 P P.S.F.
TAPPING SCREWS. TEST LOADS: +57 0 P.S.F. -63.0 P.S.F. PART NO.:N/A ^
A %13. STATE OF .�!` Unleu Stored Olha isc Clopay 8585 Duke Baalerard VINDLOAD RATING /1
•• •!U 14 GA. END HINGES 18 GA. (MIN.) INTERMEDIATE HINGE
T•.T P Moron, 51 45040 USA
•,F .�O Ria.•'�`�o�
VIEW+`� w - ' TOLERANCES e,e rel.No.513-no-4eoo
-,s aG,. W6 DP38T
s/ANAL \\ 00 m 1.015 ���PadttU Canpary Fm Ab.SI1-770-4853
'FT...... 0% \ .000= t.005 DESCRIPTION: 2' GALLERY EPS DOORS 16'2•W (SEE TABLE)
.000D= t.001 DRAWN BY:SH DATE:1/1a/13 SCALE:NTS DWG
DESIGN ENGINEER .
SCOTT HAMILTON, P.E. Degrees t 1/2' CHECKED BY: SH DATE:1/10/13 SHEET 3 OF a SIZE B
FLORIDA LICENSE No. 63286 ONENSIONSeAREOIN INCHES.DWG. NO.: 104785-A/B VER:IBC
4 3 2 TOO QODLa p OO DD UCT QppIOO VAL l 6546
4 3 2 1
MODELS SHORT LONG MODELS FLUSH GROOVED SHEET, REVISIONS
GALLERY GD2SP, GR2SP GD2LP, GR2LP CLOPAY CLASSIC 4302, HDGC 4305, HDGR PAY4 OF 4 REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
H LM AR2SP AR2LP HOLMES CLASSIC 6202 6205 03 - - - SH SEE REVISION HISTORY ON SHEET ONE.
ARTISTRY
IDEAL
EXPRESSIONS
PRESSI N EDRSP ED2LP IDEAL CLASSIC MFC68 SFR68, MFR68
• 2"TRACK CONFIGURATION. HOTS:TRACK CONFIGURATION ABOVE THE HORIZONTAL TRACK D
D DOOR OPENING DOES NOT AFFECT THE SUPPORT BY DOOR
WIND LOAD RATING OF THIS DOOR. INSTALLER(TO SUIT).
DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION
_ DOOR FOR 2" TRACK.
HEIGHT "L"
r-63"
3 GA GALV.STEEL FLAG BRACKET ATTACHED TO 6-6"
AMB WITH (3)5/16"% 1-5/8`LAG SCREWS 7•-0- 76- 1'DOOR OVERLAP
ND TO TRACK WITH(2) 1/4-RIVETS. 7_6. (EACH SIDE)
2a6 SYP WOOD JAMB.SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUIT).
OD:SPACING NTE 14"O.C. -6 'JAMB PREPARATION NOTE". I6 CA GALV.STEEL DOUBLE-END-STILE FASTENED WITH 1
= ENO 511E DIM.:5-3/4%2-1/8"%3/8". ()B8 X i/2`WAFER SCREW.
9-6-1
2"GALV.STEEL TRACK, 10-0 11TRACK THICKNESS:0.083`. f0-6 2-1/2-X 12 GA GALV.STEEL 11'- - TRACK BRACKETS FASTENED TO 11'-6"1 WOOD JAMBS WITH 5/6"X 7/16-I.D. ROUND STEEL CENTER HINGE
S2 -L- 1 '-0"1 1-5/8"LAG SCREWS NOT TO PUSH NUT �—FlABSTEMD17V6 SECTION W/(4) EACH
= 38-
12'-6-14 EXCEED 14"ON-CENTER. FASTENER dt4x5/8'SHEET METAL SCREWS.
C TYP.2-1/2"x 12 GA GALV. 13'-0: 4
3 STEEL TRACK BRACKETS, 1 - 4" 14 GA,GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH 814x5/8" l�
Z _ ATTACHED TO JAMB WITH(1) .14'-0- SHEET METAL SCREWS AND(2) 1/4-SELF TAPPING SCREWS PER END HINGE.
0
24-
5/16-X 1-5/8-LAG SCREW PER 14'-6- 2"GALV. STEEL TRACK FASTENED TO
TRACK BRACKET. 1 - 12 GA CALV STEEL TRACK BRACKETS
IS'-6`17 WITH EITHER(2) 1/4"DIA.RIVETS OR 2-DUL 7-1/2`LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
10' "14" (1) 1/4"X 5/8`BOLT&NUT PER SECTION C-C
3_1/2- TRACK BRACKET_
._. LHR BRACKET(2-1/2`x 5-3/4`s 12GA)
PREPARATION OF JAMBS BY OTHERS ATTACHED WITH (2) 1/4"x 3/4"SELF TAPPING
SCREWS.NOTE THAT LHR BRACKETS ARE ALSO
USED WITH-DOUBLE END STILE`AS SHOWN IN
3" TRACK CONFIGURATION, NOTE:TRACK CONFIGURATION ABOVE THE ZONE B-J SHEET t.
ODOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK
WIND LOAD RATING OF THIS DOOR. FOR 3" TRACK, LOW HEADROOM OPTION
(AVAIL FOR BOTH 2`AND 3`TRACK)
DOUBLE HORIZONTAL
I"DOOR OVERLAP(EACH SIDE) TRACK'
B J`CALV.TAPERED STEEL TRACK AND ANGLE.TRACK 2x6 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER(TO SUIT).
' "JAMB PREPARATION NOTE 4 I. 16 CA CALV.STEEL DOUBLE-END-STILE FASTENED W17H(1)88 X 1/2"WAFER B
THICKNESS:0.101".ANGLE THICKNESS:0.080`. HORIZONTAL TRACK `'•. ?�i7 (' 7 SCREW.END STILE DIM:5-3/4 X 2-1/8-X 3/8-.
MIN.ANGLE DIMENSIONS 3-1/4"x 2-7/8". SUPPORT BY DOOR J
VERTICAL/HORIZONTAL TRACK 14"MAXIMUM SPACING INSTALLER (i0 SUR).
JUNCTION.TWO 1/4"BOLTS FROM LAST MOUNTING
3-1/4-x 2-7/8'MIN. x 0.080"TAPERED
rs ANGLE. SEE LAG BOLT MOUNTING AT TRACK
&NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION 18 CA GALV.STEEL CENTER MICE
= CONFIGURATION BELOW, 7/16`I.D.ROUND FASTENED TO SECTION W/(4)EACH
11 1 PUSH NUT
o ADDITIONAL MOUNTING SLOTS { ` FASTENER. 814¢.5/8"SHEET METAL SCREWS.
SPACED AT 12`CENTERS. 1(•
o 0.101"THICK 3-CALV.STEEL TRACK FASTENED 14 GA GALV. STEEL ROLLER HINGES FASTENED TO END
TO� �, �12-ON CENTER TAPERED ANGLE WITH ONED ANGLE.T%4 x5/8-BOT& AND TO E(2) 1/40 SELF TAPPING'SCREWS PER END SHEET METAL RHE CE.
`% ('jO rO �� = 46` NUR ATTACH MOUNTING SLOT.
��GENS�.,.2 �' = J"DIA.8-1/2`LONG STEM BALL BEARING STEEL ROLLER
*:" ��.cr 2 ••'* z 34" NE.Y'TRACK BOLT AND NUT AT EACH SECTION C-C
MANUFACTURING PRODUCT CODE
V PREPARATION OF JAMBS BY OTHERS DSIE-1F471
a MOUNTING SLOT LOCATION. DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F.
TEST LOADS: +57.0 P.S.F. & -63.0 P.S.F. PART NO.:N/A A
DOOR VERTICAL Unless Stored 01ner.tse Clopay 8585 DuYe Boulevar0 VINDLOAD RATING
22" HEIGHT TRACK LENGTH 8585 OH 15040 USA
��tn•" O R 1QA,:��,� 7•_ 72 TOLERANCES e.e Tel No.5t3-770-4800 W6 D P 3 8 T
""••..A " % - _ 4 .0 � ±.031 Bw'Id4W PraQucfs Camp=y Fes Na 513-770-4853
10' DISTANONE CES AS THE 16 x 8"LAG
CK BSCREW
OLTS LEP SPACED THE
SAME 34` .00 5.015 DESCRIPTION: 2"GALLERY EPS DOORS 16.2'W (SEE TABLE)
12-0 t3 46`, ETC.). ADDITIONAL LAC SCREWS LOCATED AT t6',Z8',& ,0000 t.oD.000 s DRAWN BY:SH DATE:t/t0/13 SCALE:NTS ptYO•D
DESIGN ENGINEER: 3-1/2" ie-o Teo 40-FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees 31/2 CHECKED BY: SH DATE:1/10/13 SHEET a OF a SIZE B
SCOTT HAMILTON, P.E. ''''''''' VER7ICAL/HORIZONTAL TRACK JUNCTION. Untess Slated 011nen.:u
FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.DWG. NO.: 104785-A/B VER:IBC
4 3 2 FLOG QO DDQ PRODUCT DD UCTI APPROO VAL 16546
December 19, 2014 (Revised 9/8/15)
Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6
through W8
I have evaluated the wind load door designs as shown on 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.
For the doors listed in Tables 1 through 3, 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
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 Tables 1 through 3 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 ProdUgt Code (MPC) DSIE-1F4
103954-A-RevO5, max. door size 9'0 ' x 16 0"; +38/-44 PSF (design load
104785-A-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
104810-A-RevO4, max. door size 18'2" x 16'0"; +38/-42 PSF (design load)
104119-RevO4, max. door size 9'0" x 16'0"; +54/-60 PSF (design load)
104786-Rev04, max. door size 16'2" x 16'0"; +46/-52 PSF (design load)
TABLE 2• Drawings for doors with Manufacturing Product Code (MPQ DSIU-1F471:
104432-A-Rev05, max. door size 9'0" x 16'0"; +38/-44 PSF (design load)
104820-A-Rev03, max. door size 16'2 x 16'0"; +38/-42 PSF (design load)
104821-A-Rev03, max. door size 18'2" x 16'0"; +38/-42 PSF (design load)
104435-Rev05, max. door size 9'0" x 16'0"; +54/-60 PSF (design load)
104822-RevO4 max. door size 16'2" x 16'0"; +46/-52 PSF (design load)
TABLE 3• Drawings for doors with Manufacturing Product Code (MPC) DSIU0-1K M
104948-A-ReV01, max. door size 9'0" x 16'0", +38/-44 PSF (design log )
104932-A-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
104951-A-Rev01, max. door size 18'2" x 16'0"; +38/-42 PSF (design load)
104949-ReV01, max. door size 910" x 1610"; +54/-60 PSF (design load)
104928-Rev01, max. door size 1612" x 16'0"; +46/-52 PSF (design load)
For the doors in Tables 4 through 6, Static Pressure Tests were conducted in
accordance with ASTM-E330-2002 and ANSI/DASMA 108-2005. The pressures listed on
the drawings are either direct results of these tests or results obtained through
engineering rational analysis based on actual tests. I have concluded that the sectional
garage door designs listed below in Tables 4 through 6 are in compliance with the test
requirements of the Florida Building Code.
PAGE 1 of 3 FILE: CBPC_141219-B.4
EVALUATION REPORT FOR CLOP"BUILDING PRODUcrs COMPANY SECTIONAL GARAGE DOORS,WG WS
TABLE 4: IDrawincis for door,
104785-B-RevO3 max.. door size 16'2" x 16'0 +38/-42 PSF (design load)
TABLE 5: Drawinas for doors with Manufacturina Product Code (MPQ QS1U-1F471:
104432-B-RevO5, max. door size 910" x XT00"; +38/ 44 PSF load)
� S-RevO3, maw, door size I6`2" x IB'0"� (design-n load)
� 1�2�B-��, max. door size 18'2" x �/O"� +38/-42+38/-42 �F �f-n load)
TABLE 6, Drawinas for doors with Manufacturina Product Cod (MPC) DSTUO-IM/1<479:
104932-A-RevO3, max. door size 16'2" x 16:0,; +38/-42 PSF design load
104951-A-RevOl, max. door size 1812" x 16 0 ; +38/-42 PSF (design load)
The following test reports are based on testing conducted by American Test Lab at their
North Carolina Facility: 0304.01-13 (5/l/13), 0115.01-1311 (3/18/13), 0422.01-13
(8/4/14), 0430.01-14 (7/10/14). These reports document compliance with the TAS
testing standards and are signed and sealed by David Johnson, FL PE 61915.
.g=lptlon for doors
. with MPC DSIIH-IF471:
These doors consist of 2^ double-skin insulated sections with onEPS core
|onninotgd to both skins, Both Inner and outer skins are min. 27 ga' (0.016") G40 per
ASTIVIA653. The maximum section height |s24". These doors may have optional
Irnpact-ResistantGlazing (Aluminum). Optional Irnpect-Rem|gtaDtGlazing Is an
a|unn/nunn front frame and a separate polycarbonate glazing. The following models are
at least structurally equivalent to the tested door; GD2SP, GR2SP/ QD2LP, GR2LP,
AR2SP, AR21-P' E[}2SP/ ED2LP/ 4302, H0GC, MFC60/ 6202/ MFCGB, 4305, HOGR,
MFR68, 6205, SPR68. Not all models may be shown on o given drawing.
Product Descri tion for doors with MPC DSIU-IF471:
These doors consist of2" double-skin Insulated sections with'polyurethane
th
- �qyume ane
insulation foamed /n place between both skins. Both Inner and outer skins are min. 27
go. (0.016^ G40 DDS per ASTM A653. The mnax|rnunl section height Is 24". These
doors may have optional Tnlpact-Resistant Glazing (Aluminum), Optional Impact-
Resistant Glazing
[npact~Re$|stantG|az|ng is an o|V[n|nunl front frame and o separate polycarbonate glazing.
The f#//ovv}ng models aro at least structurally equivalent tothe tested door: G[}2SQ/
GR2SU/ (3Q2LU, GR2LU, AR2SU' 8R2LU' GD2SU/ ED21-J, 9202, H[JPC20. 7202, 8202,
MFC88U, 9205, M[JPR20, MFR68U, 7205, 8205. Not all models may be shown on o
given drawing.
Product DescrIotion for doors with MPC DSIU-,1K/M479-,
/nose doors consist or 2^ double-skin Insulated sections with polyurethane
Insulation foamed in place between both skins. Both inner and outerak/no are nm/n. 27
ga. (O.O18" B4ODDS per ASTM A653. The maximum section height |s24^. These
doors may have optional Impact-Resistant Glazing (A|V,n|nurn). Optional Impact-
Resistant Glazing Is an aluminum front frame and a separate polycarbonate glazing,
The following "Coachman" models are at least structurally equivalent to the tested
PAGE 2oF3
FILE:cBP{_141z1n'o.4
�
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6—WB
door: Settlers, Affinity. The following "Canyon Ridge" models are at least structurally
equivalent to the tested door: Glenmoor, Custom Wood-Look. Note that`nn' represents
the arrangement of the decorative overlays, Note that`XX' represents the arrangement
of the type of cladding. Not all models may be shown on a given drawing.
Impact Resistant Gigging (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
a 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
drawings) listed above. The manufacturer's licensed design professional listed on the
drawing(s) has reviewed the attachment details and installation requirements.
tt,1uiiu111
Signature: %0 .........HA/l,4/4
N<TO
+ No 63286
+ ; r
Scot Ham on . E. `
Flori . No. 63286 * '
Date: :�71•• STATE OF •:���
! ` '.0,. P • ��•
•,���S,S�O N A� E��`��
PAGE 3 OF 3 FILE: CBPC_141219-B.4