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• FL# FL16546-R9 I RECEIVED
i
Application Type Revision
Code Version 2017 MAY 0 3 2018
Application Status Approved
ST. Lucie County, Permitting
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
shamiIton@clopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category 9 rY Exterior Doors
Subcategory Sectional Exterior Door Assemblies
0 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
J 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
r Validation Checklist- Hardcopy Received
Certificate of Independence FL16546 R9 COI Certification of Independence of Validation Entity-
Gary Pfuehler 2016-02-19.pd
FL16546 R9 COI Statement on Independence of Evaluation Enti y-
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
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvgqu2w%2bnFgU MAguIPw2FMmJ3EOkQZtHTJPD6EgZnXAPQ%3d%3d
5/2/2018 Florida Building Code Online
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16546 R9 Equiv 20170809- FBC- DASMA 108 equiy.pdf
FL16546 R9 Equiv 20170809- FBC- DASMA 115 equiv. df
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
Date Revised 04/18/2018
Summary of Products
Go to Page tiY► 0 0 Page 1/3
FL# Model,Number or Name Description
16546.1 01 W5-16-HY PAN-21`153/6: 73, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'0"wide)
1500, 75, 76, 190, 84A, 94,42,42B, WINDCODE@ W5 Garage Door
48,48B, 55,4F,4RST, 6RST,4RSF,
6RSF,GDSS, GD5SV,GR5S, GR5SV,
AR55,AR5SV, ED5S, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R9 II 101922-A-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: +32 PSF/-32 PSF Evaluation Reports
Other: Solid doors (no glazing)or doors with optional impact- FL16546 R9 AE CBPC 131211-A.pdf
resistant glazing are impact-resistant(large missile impact). Created by Independent Third Party: No
16546.2 02 W5-16-HY PAN-2F153/6: 73, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'0"wide)
1500, 75, 76, 190,84A,94,42,42B, WINDCODE@ W5 Garage Door
48,48B, 55,4F,4RST, 6RST,4RSF,
6RSF,GD5S, GD5SV, GR5S,GR5SV,
AR5S,AR5SV, EDSS, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R9 II 101922-B-Rev15.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: +32 PSF/-32 PSF Evaluation Reports
Other:The standard glazing available for this product meets FL16546 R9 AE CBPC 131211-A.pdf
the wind load requirements of the building code but DOES NOT Created by Independent Third Party: No
meet the impact resistant requirement for windborne debris
regions.
16546.3 03 W8-16 PAN-21`443: GD4S, GR4S, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double-
ED4S,AR4S Car(9'2"to 16'2"wide) WINDCODE@ W8 Garage Door with
Optional Impact-Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16546 R9 II 104791-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: +46 PSF/-52 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors(no FL16546 R9 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).
16546.4 04 W6-16 PAN-2F153: 73, 1500, 75, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide)
190, 84A, 94,42,42B,48,48B, 55, WINDCODE®W6 Garage Door with Optional Impact-Resistant
4RST, 6RST, 4RSF,6RSF,GD5S, Lites
GDSSV,GR5S, GR5SV,ARSS,
AR5SV, ED5S, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16546 R9 II 104710-A-Rev03.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: +36 PSF/-42 PSF Evaluation Reports
I
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUMAguIPw2FMmJ3EOkQZtHTJPD6EgZnXAPQ%3d%3d
4 3 2 1
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET' REVISIONS
MODELS 24 GA 1 25 GA 25 GA 24 GA MODELS 25 GA 1 OF 4 1
1 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84A, 94 73. 75 76, 75L 98 CLOPAY 'GALLERY' GD5S. GR5S 03 - 6/24/13 - SM I ADDED LONG PANEL OPTION.
IDEAL 4RST 6RST 2RST 4F HOL14ES 'ARTISTRY' AR5S
HOLMES 48, 481142, 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S ONE STANDARD STILE BETWEEN EACH EMBOSS
LOCATION.ATTACHHEDED WW//TOGOG-L-LOC (TOP k BTM) AND
SHORT LONG FLUSH SHORT PANEL URETHANE ADHESIVE (ALONG CENTER).
r-.-A "CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND 'CLASSIC"
LONG PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS.
OPTIONAL GLAZING MAY BE STANDARD OR EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR
IMPACT S EETN
TWOSTANT GLAZING. ONLY SHORT FOR ETAILS. (GLAZZIINNGNSHOWNOCOMM
WIS APPROVE . SEEO (LONGERCIAL L)
LES
IN GLAZINGN
SHOWN TOP ECTBELOW.
ON.
j/ INTERMEDIATE SECTION.)
N F. VIEW "B' (SEE SHEET THREE).
Z= I VIEW "C' (SEE SHEET THREE).
g16 GA END STILES ATTACHED TO
C DOOR SKIN WITH PATENTED
N o TOG-L-LOC SYSTEM (TOP, BOTTOM & C
>t CENTER).ATTACHED TO TOP AND
BOTTOM RAIL WITH PATENTED
TOG-L-LOC SYSTEM.
TWO POINT LOCKING 10
INTO TRACK.
L•-•-•-t•-A OPTIONAL OUTSIDE KEYED LOCK POSITION (2) LHR TOP BRACKETS USED AS
INNER BOTTOM BRACKET.
MAX. DOOR WIDTH 16'-2' (1) 3-IN ROLLER CARRIER (P/N
INSIDE ELEVATIONS 0120394) USED WITH 3"TRACK.
LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. SNAP LATCH ENGAGES END
ONTO VERTICAL TRACK.
DOOR HEIGHT N ONE SNAP LATCH ON STILE.
SECTIONS EACH SIDE OF DOOR.
SLIDE BOLT LOCK
DP TO 7'O' 4 'CLASSIC'RAISED PANEL CMHOSS..RS 'CARRIAGE HOUSE'RAISED ENGAGES INTO B
PANEL EMPOSS DOORS END OUTSIDE B
'0' TO 8'9' S SNORT PANEL LONG PANEL VERTICAL TRACK.
9'0' TO 10'6' 6 R OF INTERN. .OF STD a of CDIDL SHORT PANEL STILE. ONE LOCK ON
DDL3E MOTH STILES DOOR WIDTH INTERN.STILE IN IL Si[LES R OF INTERIL HANDLE. LOCK BAR
10'9' TO 12'3' 7 (PER SECTIdu (PCR SECTIMO (PER SECIIdN DOOR WIDTH STILES EACH SIDE OF OUTSIDE
12'6' TO 14'0' 8 9.2'To 9.10• 3 9•2•TO 11.2• 1 2 OR SECTION DOOR. KEYED END ENGAGES IN
14.3' TO 15'9' 9 HFo'TO D'l0' 4 u•4•TO 14.10• 2 3 9•r m 20.0• 3 HANDLE STILE. TRACK ON
12.0•To 13"10• 5 I51D'To 16•r 3 4 RFF2 TD Ira• NTA EACH SIDE
16'0' 10 14.0•TO 15'10' 6 SEE NOTE BELOW REGARDING EXTRA 11'6'TD 14'6' 5 OF DOOR.
HAX SECTION HEIGHTI 2Y 16.0•TO 16.2• T STILES ON LONG PANEL ODORS. IrB•TD 162' 7 INSIDE SLIDE BOLT INSIDE HANDLE
LOCK OPTION, OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH
EXTRA STILES FOR LONG—PANEL MODELS. SNAP LATCH LOCK OPTION. LOCK BAR LOCKING.
,4SS f/f� ADDITIONAL 16 OA COMMERCIAL INTERM,STILES PEOUIREO AS NOTED ON
HAIk� "i�� THE TAB Es AewE.
�TO2, THESE RESu D NTL CENTER SIRES ARE ATTACHCOMMERCIAL
MERCI L CENTER
TILES ARE
THE
�i EIRBONG RESDENTML CENTER 5TRE5.BOTTOM)
OR CENTER SIRES ARE THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS T THE
ATTACHED WITH TOG-L-LOC(TOP&BonOMJ OR(4)3/16'POP RNETS ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA
OR 0)/P SHCET METAL SCAM. BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON MANUFACTURING PRODUCT CODE
yyyp1 ASCE7-10)FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED
*�:•l/ 6 ? *' SHORT PANEL: PAN-2F153
21`156
BUILOIHO. 2)DOOR HAS 2'OF WIDTH IN BUILDING'S END ZONE.3) N PAN PAN-21`156
l ANY ROOF SLOPE.AND 4)TESTING IN ACCORDANCE WITH DESIGN LOADS: +36.0 P.S.F. k -42.0 P.S.F. PART NO.: N/A
�S ( ANSI/OASMA 108. SITE-SPECIFIC CALCULATIONS BY A OUALIFIED T : +54.0 pS.F. -6 P. .F.
A 9'. STATE F .EU+ DESIGN PROFESSIONAL MAY DIFFER. A
UNese 5bltd OIMaws. _Cho 8585 Duke Boulerortl VINDLDAD RATING
�'•
..............O ULTIMATE VINO TOLERANCES Rr4 y Tdw,F,513--im 400 W 6 D P 3 6 T
O R 1 SPEED MPN> 255 260 770 l80 795 .0: 7.031 Buifng Products ompony FIM No.513-770-4853
oiler NA%I10 EXPOSURE B.C. D B,L.D H,C H•C B .0-00 00 7 005 DESCRIPTION: .2'STEEL PAN DOORS 76'2'W (SEE TABLE FOR MODELS)
CATEGORY .0000 : *.00i DRAWN BY: SH DATE: 71/79/7 SCALE: NTS
DESIGN ENGINEER: Degreca . :1 1/2'
SCOTT HAMILTON. P.E. NCAN ROOF HEIGHT 26' tY 25' IS' 30' URleaa St.l.O dMr " CHECKED BY: SH DATE: )1/20/1 SHEET 1 OF 4 512E
F ORt A I NO. DIMENSIONS ARE IN INCHES. DWG. NO.: 104710-A/8 VER: IBC
4 3 2 FLOG InmfflDD Q PRODUCT DUC T LaPPROVAL 16546
4 3 41 2 1
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET` REVISIONS
MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 2 OF 4 REV. NO. ZONE. DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GDSS, CRSS 03 - - - SIN I SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S
HOLMES 48, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' EDSS
D SHORT LONG FLUSH SHORT PANEL D
IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSO OR 1/8"ACYRUC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS
IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAV.E AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC
GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC 1N ACCORDANCE WITH 2606.
IBC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FOC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
WINO LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR YANDBORNE DEBRIS
CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC).
SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION)
C /--',DETAIL'D' C
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
--- IMPACT-RESISTANT FRAME.
OPTIONAL DECORATIVE 225
MULTIPURPOSE HIGH BONO TAPE 1M
SNAP-W WSERT. / (BETWEEN FRAME AND FACADE).
L DECORATIVE FRONT FACADE.
CIAZING�
T— MOLDED INSIDE
ae9J LITE RETAINER.
` (BETWEEN
S SIL SKI SEALANT 8x3/4" PAN HEAD SCREW
/ (BETWEEN STEEL SKIN AND FRAME). (10 SCREWS PER LITE).
IMPACT RESISTANT
ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH
MOLDED GE LEXAN (10)(6 x 3/4"PAN HEAD MACHINE SCREWS. O
B SLX2432T FRONT LJ
FRAME k GLAZING.
IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 104710-A DRAWING 104710-8
HAM, Gp(T•..... ;� O,,,i
MANUFACTURING PRODUCT CODE
*�• 2 SHORT PANEL: PAN-2F153
• LONG PANELa PAN-21`1
DESIGN LOADS: +36.D P.S.F. k -42.0 P.S.F.
'0: t�L'A• ¢ 4 -63.0 P.S.F. PART NO.: N/A A
Wt."SIMxd Oth"" =ClopaY 8565 Duke BeWevdrd VINBLOAD RATING
%p,�•;o �.� TOLERANCES«. Vow ON 45040 USA
.51
P' . Td.No.51-770-4800 W6 D P 3 6 T
00 *,005 DESCRIPTION:PTION: 2'STEEL DPAN DOORS 16'2"W(SEE TABLE FOR MODELS
DESIGN ENGINEER: DeDO O= *m1 DRAWN BY: SH DATE: 11/19/1 SCALE: NTS DWG.-D
CHECKED BY: SH DATE: 11/20/1 1 SHEET 2 OF a ISIZE jJ_J
SCOTT HAMILTON. P.E. UZI` stot.a tn�rue
F I No. 6 DIMENSIONS MOE IHe 'Z.ES.DWG. NO.: 104710-A/B VER: IBC
4 -- - 2 FLOO GD Au PRODUCT DMO` �1Ppf�0MlaL� 16546
4 3 2 1
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET: REVISIONS
MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 3 OF 4 REV. NO.1 ZONE:I DATE: I ECN N0.I APPVD: DESCRIPTION
CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S 03 - - - SH SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S
HOLMES 4B, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S
SHORT LONG I FLUSH SHORT PANEL F-2" THICK
D D
HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NO LOAD FROM DOOR) y�S; 25 GA. (0.019" MIN. THICK) (2) 12 GA. GALV. STEEL TOP ROLLER
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED 70 THE TRACK AND THEN FROM THE TRACK TO DDS STEEL EXTERIOR SKIN BRACKETS (2-1/2" x 5-3/8"). EACH
THE 2x6 VERTICAL SYP(GRADE 92 OR BETTER)JAMBS.NO LOAD FROM THE DOOR IS WITH G-40 GALVANIZING. BRACKET ATTACHED W/(4) #114/8" SHEET
TRANSFERRED TO THE HORIZONTAL (TOP)JAMB. BAKED-ON PRIMER AND A METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +288 LB& -336 I.B. PER LINEAR BAKED-ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS
FOOT OF JAMB. TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET.
J. ALL JAMB FASTENERS MAY BE(BUT ARE NOT REOUIRED TO BE)COUNTERSUNK TO PROVIDE A
FASTENER FLUSH MOUNTING SURFACE. SIDES OF STEEL SKIN. It
TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND MASONRY.
MAX. D.C.
C I SHIP LAP
JOINTS 14 GA MIN. GALV. ROLLER HINGE. EACH C
HINGE FASTENED TO END STILES V!/(4)
2x6 VERTICAL JAMB #14x5/8" SHEET METAL AND (2)
1/4"x3/4" SELF TAPPING SCREWS. SEE
I-4 VIEW "B.
4_r
—[7- ONE t" i-STRUT PER SECTION. (SEE VIEW
2.6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT VIEW "D "0') EACH T-STRUT ATTACHED AT EACH
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) 4" TALL TAPER STRUT. HINGE LOCATION WITH (2) 1/4"x3/4" SELF
MAXIMUM 0.057' MIN. GALV, STEEL, TAPPING SCREWS.
ON-CENTER 50 KSI. MIN.
DISTANCESTEEL
BETWEEN WASHERS
BUILDING TYPE FASTENER TYPE FASTENERS"REOUIRED?
BLOCK WALL MIN, EMBEDTAPCON CONCRETE ANCHOR 7-1 1 O.D.
3000 PSI MIN.CONCRETE 14 x 1 MIN.EMBED TAPCON CONCRETE ANCHOR 8-1/4- 1" 0.0.
B R 3 8 X I-3 4"MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHORINCLUDED
4000 PSI MIN,CONCRETE - -[l ANKR TITE SLEEVE ANCHOR4'
LL
O
MOD FRAMEP 1 W(ASTM A307. RA INTO TR R 0-3/4" 1
kALUMINUM
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.
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. 12 GA. MIN. GALV. STEEL BOTTOM BRACKET
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK:2-1/2"", EXCLUDING STUCCO THICKNESS. ATTACHED WITH (2) #14x5/8" SHEET METAL
SCREWS.
EXTRUSION & VINYL WEATHERSTRIP.
HA ��� #14x5/8" SHEET METAL SCREWS SECTION A-A (SIDE VIEW)
GO MSC; 'I.- o
GENSF'
MANUFACTURING PRODUCT CODE
*:•• 6 8 �* 0 0 o O SHORT PANEL: PAN-2F153
P 1/4"x3/4` SELFLONG
N PAN PAN- F15
�+ DESIGN LOADS: 4.0 P P.S.F. & 3.0 P.S.F.P.S.F. PART NO.: N/A A
1 111 O O TAPPING SCREYIS. T T A +54.0 P.S.F. & -63.0 P
"3>L.• STATE F 14 GA END HINGES 18 GA. (MIN.) INTERMEDIATE HINGE Uansr slalea alna<.I:a _Cha a 8585 Duke B..Imrd VINDLOAD RATING
i��T�•��O R l OP:���: VIEW "Q•' W ' " TOLERAIJCES a.. u p y 711.N; 51477.0 DOA W 6 D P 3 6 T
19.Im.sua:D-4600
.0100 = 3.005 DESCRIPTION: 2"STEEL PANS DOORS-770-4 5316'2"W (SEE TABLE FOR MODELS)
.0000 = 1.001 DRAWN BY: SH DATE: 11/19/1 SCALE: NTS DWG.D
DESIGN ENGINEER: Degrees = t 1/2' CHECKED BY: SH DATE: 11/20/12 SHEET 3 OF 4 ISIZE j-)
SCOTT HAMILTON. P.E. Untee+Staled 01 er i..
FLORIDA LICENSE No. 63266 DIMENSIONS ARE IN INCHES. DWG. NO.: 104710-A/8 VER: IBC
4 3 2 f ��u_u p OO DMC�� l�'WRINDO Alar C����
4 3 2 1
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 4. OF 4 REV. N0. ZONE: DATE: ECN N0. APPVD: DESCRIPTION
CLOPAY 134A, 94 73, 75 76, 75L 96 CLOPAY 'GALLERY' GOSS, GR5S 03 - - - SH SEE R041SION HISTORY ON SHEET ONE.
IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' ARSS
HOLMES 48, 486 42, 428 -- -- IDEAL 'CARRIAGE HOUSE' ED5S
D SHORT LONG FLUSH SHORT PANEL
HORIZONTAL TRACK SUPPORT BY D
DOOR INSTALLER(TO SUIT)-.
NOTE:TRIG(CONFIGURATION ABOVE THE DOOR COUNTERBALANCE SYSTEM J£A(8 CONFIGURATION
DOOR OPENING DOES NOT AFFECT THE DOOR DOORS UP TO 800 LBS,
WIND LOAD RATING OF THIS DOOR. r- HEIGHT "L`
1CA GALV. STEEL FLAG BRACKET ATTACHED TO - t'DOOR OVERLAP (EACH SIDE)-
3I. STOP MOULDING BY DOOR INSTALLER(TO SUR
JAMB WITH (3)5/16'X 1-5/8`LAG SCREWS " ).
AND TO TRACK WITH(2) 1/4"RIVETS. 7•_ 7 " 2.6 SYP 11'0005 JAMB.SEE I6 CA GAV. STEEL END STILE.
2"TRACK CONFIGURATIDN 8'-Q' •. "JAMB PREPARATION NOTE'. t8 GA GALV. STEEL DOUBLE END STILE
r 8-6- 4• ''' 20 GA.MIN.GALV.STEEL INTERM.STILE.
DOORS UP TO 800 LBS s AS ROD: SPACING NTE 14'O.C. •_O i " 18 GA GAV.STEEL INTER.
106' 2-1/2'X 12 GA GAY,STEEL / HINGE FASTENED TO CENTER
TRACK BRACKETS FASTENED TO J
g 63' 2"GALV.STEEL TRACK, 1 - i STILE W/(4)EACH /14x5/8•
TRACK THICKNESS:0.083'. ;O_ ta' WOOD JAMBS WITH S/6`X 1-S/8" SHEET METAL SCREWS.
LAG SCREWS NOT TO EXCEED 14` 4
i 50` 1-6 ON-CENTER. MIN.OF (9)LAG `-7/16"I.D. ROUND
W _L" _ SCREWS REQUIRED PER JAMB. PUSH NUT
2"GALV.STEEL TRACK FASTENED TO FASTENER.
C 38" TYP. 2-1/2`X 12 GA GALV. = 14 " 12 GA GALV STEEL TRACK BRACKETS 14 G0.CAV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH 114x5/8"
z STEEL TRACK BRACKETS, WITH EITHER(I) t/a010. RIVETS OR
' SHEET METAL SCREWS AND(2) 1/4`SELF TAPPING SCREWS PER END HINGE. C
Z ATTACHED TO JAMB WITH(1) 14— 1 (1) 1/4"X 5/8'BOLT k NUT PER
a0 24" 5/16"X 1-5/8"LAG SCREW PER - TRACK BRACKET. 2"DIA. 7-1/2"LONG STEM. 10 BAIL STEEL ROLLER WITH STEEL OR NYLON TIRE.
TRACK BRACKET. 15'-0"
172-
15--6-
1 •-6-17 "
10" _0 1 SECTION C-C
LHR BRACKET(2-1/2'x 5-3/4"x 120A)
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 STILEAS SHOWN IN
3" TRACK CONFIGURATION SOM-TRACK CONFIGURATION ABOVE THE ZONE B-3 SHEET 1.
DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK
DOORS 800 LBS AND OVER. WIND LOAD RATING OF THIS DOOR.
CENTER HANG REOUIRED FOR DOORS 800 LBS AND OVER LOW HEADROOM OPTION
DOORS OVER 8' NIGH.
(AVAIL FOR BOTH 2'AND S"TRACK)
DOUBLE HORIZONTAL
1'DOOR OVERLAP(EACH SIDE) TRACK.
B 3"GAIV. TAPERED STEEL TRACK AND ANGLE.TRACK
2.6 SYP 1000 JAMB, SEE STOP MOULDING BY DOOR INSTALLER(TO SUIT). o
JAMB PREPARATION NOTE". 18 GA.GAV. STEL END STILE. B
THICKNESS: 0.701', ANGLE THICKNESS:0.080 HORIZONTAL TRACK 18 GA CALV.STEEL DOUBLE END STILE.
MIN.ANGLE 0114ENSKINS 3-1/4"x 2-7/8•. SUPPORT BY DOOR 20 GA MIN.GAILY. STEEL INTERN.STILE.
VERTICAL/HORIZONTAL TRACK 14'MAXIMUM SPACING INSTALLER(TO SUR). 18 GA.GALV.STEEL INTER
3-1/4' x 2-7/8"MIN. x OABO"TAPERED HINGE FASTENED TO CENTER
JUNCTION.TWO 1/4"BOLTS FROM LAST MOUNTING ANGLE. SEE LAG BOLT MOUNTING BELOW. STILE W/(4) EACH 114x5/8-
&NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION
7/16' . . UND SHEET METAL SCREWS.
PUSH NUT
g AMPONAL MOUNTING SLOTS FASTENER.
SPACED AT 13'CENTERS. 14 GA.CAV. STEEL ROLLER HINGES FASTENED TO END
lostg 0.101"THICK 3"GALV.STEEL TRACK FASTENED
,�44►�� //IA�� II TO TAPERED ANGLE.TRACK ATTACHED TO STILES W/(4) EACH 114x5/8-SHEET META SCREWS
'Wk'ss 12'ON CENTER TAPERED ANGLE WITH ONE 1/4'x5/8'BOLT k AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE.
�T
% 0.--oEIUtS'. �i�� 2 46-
.%, NUT AT EACH MOUNTING SLOT.
i 3`Du. 8-1/2'LONG STEM BALL BEARING STEEL ROLLER.
y�v Bp 6 ••• V SECTION C-
a MANUFACTURING PRODUCT CODE
#•�• (7`J`�1'°1_ 3a" NE.Y.'TRACK BOLT AND NUT AT EACH r x0 ?�}i£tiiI»., SHORT PANEL: PAN-2F153
MOIMTING SLOT LOCATION. ` PREPARATION OF JAMBS BY OTHERS. ON PANEL: PAN-21`1156
DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F.
� � $ T T + 4. P. .F. de -63.0 P.S.F. PART NO.: N/A A
DOOR VERTICAL Llelets Stated OLNe,.,ee _nIO ay 8585 Duke BOUlweftl VINDLOAD RATING
i O•. p <6� 22' HEIGHT TRACK LENGTH TOLERANCES oro u Moson.ON 45040 uSA
Fd.No.513-770-460503 W 6 D P 3 6 T
ONE 5/16 .O 3.037 81iNinq Pr[duCls F4^T Tex 111.513-770-4853
NALE?4'� DISTANCES AS THE/TRACKOBOL�TS(I.EEW P 3-10/2: 10'.AT THE 522E 34 OW 7.0005 DESCRIPTION: 2-STEEL PAN DOORS 16'2•W (SEE TABLE FOR MODELS)
46'. ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16`, 28-,8 .0000>• t.001 DRAWN BY: SH DATE: 71/19/1 SCALE: NTS DWG.D
DESIGN ENGINEER: 3-1/2 i6-o ;BD 40`FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees = tT/2• CHECKED BY: SH DATE: n/20/1 SHEET 4 OF a SIZE f�
SCOTT HAMILTON, P.E. ''' VERTKAL/HORIZONTAL TRACK JUNCTION. Unlexs Sleted OtNer,•ip
FLORIDA IC N E No. 8 oInIENSIONS AAE w INCHES. OWIG. NO.: 104710-A/B VER: IBC
4 3 2 GLOO RMA PRODUCT l PMC)DWAL 1654
December 11, 2013 (revised 6/14/17)
Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W5
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 and CBPC-ATC. Component testing was
conducted by HETI and ETC.
For the doors listed in Tables 1 through 8, 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 7 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) PAN_ZE�••
101922-A-Rev15, max. door size 16'0" x 16'0"; +32/-32 PSF (design load)
104710-A-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load)
TABLE 2: Drawings for doors with Manufacturinci Product
104791-RevO5, max. door size 16'2" x 1610"; +46/-52 PSF '(de-Sign Toad)
104121-Rev04, max. door size 9'0" x 16'0"; +50/-58 PSF (design load)
105109-A-Rev01, max. door size 18'0" x 16'0"; +25/-25 PSF (design load)
JABLE 3: Drawings for doors with Manufacturing Product 6:
101922-A-Revl5, max. door size 1610" x 1610"; +32/-32 PSF (design load)
104710-A-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load)
TABLE 4: Drawings for doors with Man f Product Code MPC PANSP-2F153:
104818-A-RevO1, max. door size 16'2 x 16'0"; +32/-37 PSF (design load)
TABLE 5: r wi r doors with Manufacturincl Product
104818-A-RevOI, max. door size 16'2" x 16'0", +32/-37 PSF designload)
TABLE 6: Drawings for Manufactu ring Product Code MPC DSIE-1A171:
104814-A-Rev00, max. door size 9'0" x 16'0"; +36/-44 PSF (design load)
TABLE 7: Drawings for doors with MgnWfa Jtu Ing Product Code MPC PAN-2F446:
1.05109-A-ReV00, max. door size 18'0" x 16'0"; +25/-25 PSF (design load)
PAGE 1 OF 6 FILE: CBPC_131211-A.6
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS-W8
TABLE 8: Drawings for doors with Manufacturing Product Code (MPQ SPO-2F499:
104791-Rev05, max. door size 16'2" x 16'0"; +46/-52 PSF (design load)
7.04121-Rev04, max. door size 9'0" x 16'0"; +50/-58 PSF (design load)
For the doors in Tables 9 through 17, 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 8 through 13 are in compliance with these
test requirements of the Florida Building Code.
TAB 9i.-Drawings for doors with ManufqCturing Product Code MPC PAN-2F153:
101922-e-Revl5, max. door size 16'0 x 1 '0"; +32/-32 PSF (design load)
104710--B-Rev03, max. door size 16'2" x 16'0"; +36/-42 P5F (design load)
TABLE 10: Drawings for doors with JN acturing Product Code (MPQ PAN-2F143
105101-ReV00, max. door size 20'0" x 16'0"; +30/-32 PSF (design load)
TABLE 11: Drawincis for doors with Manufacturing Pro C PAN-2F156:
101922-B-Rev15, max. door size 16'0" x 16'0"; +32/-32 PSF (design load)
104710-8-RevO3, max. door size 16'2" x 16'0"; +36/-42 PSF (design load)
TABLE 12: Drawings for doors with Manufacturing Product Code (MPC) PANSP-21`153•
104818-B-Rev01, max. door size 16'2" x 16'0"; +32/-37 PSF (design load)
TABLE 13: Dr wg�ines For doors with Manufacturi roduct Code (MPC) PANSP-2F156,,,
104818-B-Rev01, max. door size 7.6'2" x 16'`0' ; +32/-37 PSF (design load)
TAQLE 14: Drawings for doors with MAluflucturina Product Code MP D
104814-8-ReV00, max. door size 9'0 x 7.6'0"; +36/-44 PSF (design log
TABLE 15: Drawings for doors with Manufacturing Product Cole (MPC) PAN-2F443:
105109-B-Rev01, max. door size 18'0" x 7.6'0"; +25/-25 PSF (design load)
TABLE 16: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F446•
105109-B-Rev01, max. door size 1810" x 16'0"; +25/-25 PSF (design load)
TABLE-17:,Drawincis for doors with Mgnufacturing Product Code MP W-16
105116-Rev01, max. door size 18'0" x 8'0"; +32/-36 PSF (designload)
Test Reports:
The following test reports are based on testing conducted by American Test Lab at their
North Carolina Facility: 0213.01-13 (4/29/13), 0813.01-12 (10/9/12), 1206.01-12
(1/23/13), 0117-01-13R (3/18/13), 0220.01-13 (4/29/13), 0312.01-13 (5/1/13),
0102.01-13 (2/20/13). These reports document compliance with the TAS testing
standards and are signed and sealed by David Johnson, FL PE 61915.
The following test reports are based on testing conducted by CBPC-ATC at their Mason
testing facility (accredited by L-A-B for ASTM E330 and ANSI/DASMA 108 testing):
CBPC-ATC 13-009 (6/25/13), 13-010 (6/25/13), 13-013 (4/29/13), 16-004 (4/4/16),
16-007 (5/16/16) .
PAGE 2 OF 6 FILE: CBPC_131211-A.6
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5-W8
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., 84A, 94, 98,
73, 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 4213, 55, 55S, GD5S,
GD5SV, GR5S, GRSSV, ARSS, AR5SV, ED5S, ED5SV. Not all models may be shown on a
given drawing.
Product Description for doors with MPC PAN-2E143:
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
21". The sections may have EPS foam insulation inserted into the pan cavity. The
following models are at least structurally equivalent to the tested door: 84A, 94, 4F,
4RST, 4RSF, 48, 48B. Not all models may be shown on a given drawing.
Product Description for doors„with MPC PAN-217443:
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: 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 fdoors-with MPC PAN-2F156:
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. Sections may have 1-5/16"
insulation captured in the cavity of the pan section, The maximum section height is
21". The following models are at least structurally equivalent to the tested door: 76,
751-, 2RST, 76V. Not all models may be shown on a given drawing.
Product De5cri2tion for doors with MPC PANSP-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. Sections may have 1-5/16"
insulation captured in the cavity of the pan section. 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: 73SP, 15SP, GD5SSP, GD5SPV. Not all models may be
shown on a given drawing.
PAGE 3 OF 6 FILE: CBPCW131211-A.6
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5-W8
Product Description for doors with MPQ-pANSP-2F156:
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. Sections may have 1-5/16"
insulation captured in the cavity of the pan section. 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: 76SP, 76VSP. 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. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS
per ASTM A653. The maximum section height is 21". The following models are at least
structurally equivalent to the tested door: 2050, 4050, 2051, 4051, 2053, 4053, 62,
62G, 62LG, 6130, 65, 65G, 6131, 64, 64G, 6133, 135, SDP38, 136, SFL38, 134,
SRP38. Not all models may be shown on a given drawing.
Product Description for doors with dPC DSIU-1F471•
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 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: GD2SU,
GR2SU, GD2LU, GR2LU, AR2SU, ARKU, ED2SU, ED2LU, 9202, HDPC20, 7202, 8202,
MFC68CU, 9205, HDPR20, MFR68U, 7205, 8205. Not all models may be shown on a
given drawing.
Product Description for doors with MPC DSIE-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 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, GR2LP,
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 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.
PAGe 4 OF 6 FILE: CBPC_131211-A.6
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS-W8
Product Description for doors with MPC_W-1899:
These doors consist of 1-9/16" wood door sections with hemlock rails and stiles
and decorative cladding and overlays. The maximum section height Is 28". These doors
may have optional Glazing. Optional Glazing is not impact resistant. The following
models are at least structurally equivalent to the tested door: RHxx, where "xx"
represents the configuration of the cladding and overlays. Not all models may be shown
on a given drawing.
Product Description 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.
Impact Resistant Glazing (Molded);
The optional impact resistant glazing is an injection-molded polycarbonate front
frame and glazing (GE LEXAN SLX2432T) that is an approved C1 plastic In accordance
with testing required by the Code. Approval based on review of the following tests:
HETI-06-AO02 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM
D638 (after); ETC-06-1024-17496.0 ASTM D2843, ASTM D635, ASTM D1929,
Impact Resis-tant 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 the Code. 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.
PAGE 5 OF 6 FILr;: CBPC_131211-A.6
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS-W8
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: �Aj���,i,
74
o 63286
r
Scott Ha E. _
Florida P. E. No. 63286
Date: G �� t
} Qt STATE OF :��C/
'r. F OR a. �
S�QNA�
PAGE 6 OF 6 FILE. CBPC_131211-A.6