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g : _FL# FL16107-R9
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
I
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
j Quality Assurance Representative
Address/Phone/Email
j
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
::i Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Scott Hamilton
Evaluation Report
Florida License PE-63286
Quality ualit 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 FL16107 R9 COI Certification of Indeoendence of Validation Entity-
Gary Pfuehler.pdf
FL16107 R9 COI Statement"on Indeoendence of Evaluation Entity-
; ScottHamilton 120424.odf
'I
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
j TAS 201 1994
TAS 202 1994
TAS 203 1994
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2°/p2f5piPViHU22RIYLcEPY2EAeAp/o3dp/p3d 1/5
i
8115/2017 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 10/20/2016
Date Pending FBC Approval 10/21/2016
Date Approved 12/14/2016
Date Revised 08/10/2017
Summary of Products
Go to Page 0 0 ® Page 2/3 0 0
FL# Model,Number or Name Description
_�----.. _.........._._ ____....._.........._._.._-__............
_____
16107.21 21 W8-16 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, ED21_P,4302, HDGC, WINDCODE@ W8 Garage Door with Optional Impact-Resistant
6202, MFC68,4305,HDGR,6205, Lites
SFR68, MFR66
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R9 II 104786-Rev04-sioned.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46 PSF/-52 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R9 AE CBPC 130214-A,Pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.22 22 W6-09 DSIE-1F171: 4400,4401, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
4301,4300,4301,4310, HOG, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@
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 R9 II 101526-A-Revl9-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 R9 AE CBPC 130214-A.2df
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.23 23 W6-09 DSIE-117171: 4400,4401, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
4300,4301,4310, HOG, 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 R9 II 101526-B-Rev19-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 R9 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.
i
i C 3510 24 W6-09 PAN-21`153: 84A, 94,73, Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide)
75, 1500, 190,4RST,4RSF,4F, WINDCODE@ W6 Garage Door with Optional Impact-Resistant
6RST,6RSF,48,42, 55,48B,42B, Lites
55S,GD5S,GD5SV,GR5S,GR5SV,
i
ARSS,AR5SV, EDSS, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R9 II 101348-A-Revl7-sioned.pdf
Approved for use outside HVHZ:Yes Verified By: Scott'Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure:+38/=44-PSF--q Evaluation Reports
Other:Max.Wind Speed (V_ult):.-170-MPH.Solid doors or FL16107 R9 AE CBPC 130214-A,pdf
�� doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
......._ ..... .__ _ .. ..._.._._. . __ . . . . ._ .... ... . .... . .
https://www.floddabuilding org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2%2f5piPViHU22RIytcEPY2EAeA%3d%3d 2/5
4 3 2 1
P'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET
REVISIONS
LS 24 GA 25 GA 25 FIA MODELS 25 GA 25 GA 1 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
AT B4A,94 73, 75 76 CLOPAY GD5S,GR5S -- 17 - 2 11L 4RST,4Fx 6RST 2RST 'GALLERY' / /13 SH REVISED FOR NEW LOADS.
ES 48,4BB 142. 42B -- HOLMES AR5S --
SHORT PANEL LONG PANEL 'ARTISTRY'
IDEAL
D x -MODEL 4F IS FLUSH •CARRIAGE HOUSE' E05S --
SHORT PANEL LONG PANEL D
_ SHORT PANEL/FLUSH MODELS: (.1) INTERMEDIATE STILE BETWEEN EACH
EMBOSS [(3) STILES PER SECTION AT 9'0" (VIDE]. EACH INTERM. STILE
OPTIONAL GLAZING MAY BE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE ADHESIVE
STANDARD OR IMPACT RESISTANT (ALONG CENTER).
_GLAZING.",SEE,SECTION B-B ON- __ -_ - _LONG PANEL MODELS (3) TOTAL STILES PER SECTION.--(I) STANDARD__
- - --- `- --- - "- - -' SHEET-2 FOR DETAILS.-- � "-- --- - - -IMERMEDIATE STILE-BETWEEN,EACH EIABOSS�EACH STANDARD INTERM.----_ - - --- = - -
MAX. STANDARD SIZE IS STILE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE
19-1/2-x16". IMPACT RESISTANT ADHESIVE (ALONG CENTER). EXTRA INTERM. STILES (1) PER LONG PANEL
DOOR HEIGHT N OF p OF U-BARS GLAZING IS 21-5/8"x14-1/8". PER SECTION, FIELD-INSTALLED WITH (4) #8 SMS (PER STILE).
SECTIONS MAX DLO SIZE IS 18-1/2-x11",
UP TO 7'0' 4 6 A END STILES ATTACHED TO DOOR
7'3' TO 8'9' 5 8 SKIN WITH PATENTED TOG-L-LOC
9'0' TO 10'6' 6 9 tIN SYSTEM-(TOP. BOTTOM, & CENTER).
10'9' TO 12'3' 7 It 3 l4 Jf 1 JA SEE END HINGE
12'6' TO 14'0' 8 12 oVIEW B.
C 14'3' TO 15'9' 916'0' 10 IS z0
MAX.SECTION HEIGHT- 21' INTERMED. HINGE
W C. SLIDE BOLT LOCK
h END ENGAGES INTO
STILE. VERTICAL TRACK.
ONE LOCK ON
EACH SIDE OF
TH5 DOOR HEE75 OR E%LEEDS 7HE DESIGN LOADS FOR THE4DOOR.
ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDABUILDING CODE OR 7HE INTERNATIONAL BUILDING CODE (BASED ON POINT LOCKING INSIDE SLIDE BOLT
ASCE7-10)•FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED OwBUILDING.2) DOOR HAS 2'OF VAOTH IN BUILDING'S END ZONE.3) 0_ TRACK SNAP LATCH ENGAGES LOCK OPTION. END
ANY ROOF SLOPE,AND 4)TESTING IN ACCORDANCE WITH j� ONTO VERTICAL TRACK.ANSI/DASM A 108. SDE-SPECIFIC CALCULATIONS BY A QUALIFIED " ONE SNAP LATCH ON STILE.
DESIGN PROFESSIONAL IAAY DIFFER. EACH SIDE OF DOOR.
ULTIMATE VINO ^
B SPEED(MPH) 155 160 170 180 .195 OUTSIDE tj
EXPOSURE HANDLE. LOCK BAR
B.C,D B.C, 0 B, C B,C B END ENGAGES IN
CATEGORY OPTIONAL OUTSIDE KEYED LOCATION OF
LOCK POSITION OPTIONAL VENT A I 0 KEYED�( STILE. TRACK ON
MEAN ROOF HEIGHT 25' IS' 25' 15' 30' MAX. DOOR WIDTH = 9'-0" �jl HANDLE. EACH SIDE
INSIDE FLEVATION INSIDE HANDLE OF DOOR.
'CLASSIC' SHORT RAISED-PANEL SHOWN. LONG 'CLASSIC' OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH
AND SHORT 'CARRIAGE HOUSE' ARE ALSO APPROVED. SNAP LATCH LOCK OPTION. LOCK BAR LOCKING,
o'jS HAM/Z��i��
5 .02
#14x5/8- SHEET
*.1• No 63,[lp�6J/ *y- METAL SCREWS SHORT MANUFACTURING
PANEL- PAH�2F753 UCT DE
^y` `7`� O LONG PANEL: PAN-21`156
N&6
(/ DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F.
7EST LOADS: +57.0 P.S.F. & -66.0 P.S.F. / A
Q 9 IS' t
9�_TAPPING
PART NO.: w A"x3/4- SELFUale<s Stated Othe i.e Clopay 8585 Duke Boulevard VINDLOAD RATING
SCREWS o TOLERANCES are _ Mason,OH45040 USAW6 DP38
TeL No.513-770-4800
m...1%%%% .00 3.015 DESCRIPTION:O�CLASSIC No.513-770-4853
CH 7 RP STEEL PAN SC +38/-44 PSF
14 GA. END HINGES 18 GA. INTERMEDIATE HINGE .000 _.005 DRAWN BY: CAVI DATE: 3/15/95 SCALE: NTS
DESIGN ENGINEER: VIEW '8 VI W ' 000s = t.00l DWG.'
Degrees = ±'/2' CHECKED BY: -- DATE: -- SHEET 1 OF 4 SIZE J__)
SCOTT HAMILTON, P.E. Umeae states omer.;s<
FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.DWG. NO.: 101348 - Ala VER: IBC
4 3 2 I�[i=OO U pOA\ p OOMC T AIPROO VAL 1161007
i
4 3 2 1
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET. REVISIONS
' MODELS 24 GA 25 GA 25 GA MODELS 25 GA 25 GA 2 OF 4. REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84A,94 73, 75 76 CLOPAY GDSS,GR55 -- -
i
IDEAL _ 4RST,4F• 6RST 2RST 'GALLERY' 17 - - SEE REVISION HISTORY ON SHEET ONE:
I HOLMES 1 48,48B 142, 42B -- HOLM,ES ARSS
SHORT PANEL LONG PANEL 'ARTISTRY' -
IDEAL EDSS
w-MODEL 4F IS FLUSH 'CARRIAGE HOUSE' D
D SHORT PANEL LONG PANEL
IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION:
'
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8"ACYRLIC L1TE5 AVAILABLE. OPTIONAL ACRYLIC GLAZING IS
IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCAR80t4ATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC
GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606.
,IBC/_FBC 2606 AND AN APPROVED CI PLASTIC IN.A000R_OANCE WITH FBC-2612_ __THE.ENTIRE ODOR ASSEMBLY INSTALLED IN COMPLIANCE_'MTH THIS SECTION MEETS THE
'THE ENTIRE DOOR ASSEMBLY INSTALLED-IN COMPLIM.CE WITH THIS SECTION MEETS THE WIND LOAD REOUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE 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
AI IMPACT-RESISTANT FRAME.
tzs
OPTIONAL DECORATIVE 2.23 MULTIPURPOSE HIGH BONG TAPE
SNAP-IN INSERT. (BETWEEN FRAME AND FACADE).
DECORATIVE FRONT FACADE. ii
GLAZING
d188� MOLDED INSIDE
STRUCTURAL SILICONE SEALANT LITE RETAINER.
(BETWEEN STEEL SKIN AND FRAME). J8X3/4-PAN HEAD SCREW
(10 SCREWS PER LITE).
IMPACT RESISTANT
ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH
B MOLDED GE LEXAN (10) g8 Y 3/4"PAN HEAD MACHINE SCREWS.
SLX2432T FRONT B
FRAME&GLAZING.
IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 101348-A DRAWING 101348-B
GO�S HAfyj"',�
E N �T0 i��i
NO 63 + MANUFACTURING PRODUCT CODE
*;�• /J2,�8(fy * SHORT PANEL: PAN-2F153
C. +' Y�••: LONG PANEL: PAN-2F156
DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. PART NO.: N/A
TEST LOADS: +57.0 P.S.F. -660 P.S.F. A
UM.-Slated Olnorwtse =Clopay 8585 Duke Baulmrd VINDLOAD RA71NG
T' P Q TOLERANCES are -o "ON 45040 USA \ / D P 3 8
..........O R 1�.•� �� _ Td,Nd.513-770-4800 W
53
IrONA ist,% oo = ±.015 DESCRIPTION: CLASSIC AND iCH7RP8STEEL PAN SC +38/-44 PSF
.000 = ±.005 DRAWN BY: MW DATE: 3/15/95 SCALE: NTS DWG.
0000 = ±.001
DESIGN ENGINEER: Degrees = ±1/2' CHECKED BY. -- DATE: -- SHEET 2 OF a ISIZEB
SCOTT HAMILTON, P.E. UN stated Omen.�se
FLORIDA LICENSE No. 63286 DLMENSION$ARE IN IrtOHEs.DWG. NO.: 101348 - A/B VER: IBC
4 3 2 I L�Oo G MDQ p ODD MCAT lappROO VAL 1610077
I
4 3 2 1
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEETS REVISIONS
MODELS I 24 GA 25 GA 1 25 GA MODELS 25 GA 25 GA 3 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVO:' DESCRIPTION CLOPAY 84A.94 73, 75 76 CLOPAY
{ IDEM 4RST. 4F■ 6RST 2RST 'GALLERY' GDSS,GRSS -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE.
I HOLMES 48. 488 142,42B - -- HOLMES AR5S
'ARTISTRY'
SHORT PANEL LONG PANELIDEAL 3' TALL U-BAR
•-MODEL 4F IS FLUSH 'CARRIAGE HOUSE'. EDSS -- F—2"THICK 20 GA. GALV. STEEL
T
j
LUN. YEILD STRENGTH: 50 KSI D SHORT PANEL LONG PANEL D
--- 3--f
_ - - VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS), 1 .
} --- - - - -3/8'x3":CAG SCREV.'S ON 245=CENTERS.-1-i/8'-O:D:'.YASHER=REQUIRED..-LRG LAG---SCREWS MAY----_ _ ---- - ---- --_ _ _--_ �/�
BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE.
HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
12 GA. GALV. STEEL TOP
VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2,000 Pal MIN CONCRFT COLUMN): ROLLER BRACKET. EACH
3/8"x3" SLEEVE ANCHOR-BOLTS ON 22" CENTERS (2,000.PSI MIN. CONCRETE)..WASHERS _ BRACKET ATTACHED W/(4)
INCLUDED WITH SLEEVE ANCHORS. - - --- �14x5/B"-SH EET METAL - -
OR SCREWS.
1/4'x3' TAPCON SCREWS ON 19' CENTERS (2,000 PSI MIN. CONCRETE) OR 10" CENTERS 25 GA. MIN. G-40 GALV.
BAKEDON AND SHIP LAP JOINTS.
E
(C-90 BLOCK). 1' O.D. WASHERS REQUIRED WITH TAPCONS. SKINIIT
ANCHORS MAY BE'COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE.A FLUSH MOUNTING 1BAKE--ON POLYESTER
C SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. TOP COAT APPLIED TO 14 GA. GALV. STEEL END HINGE C
OTHER JAMB CONFIGURATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN BOTH SIDES OF STEEL FASTENED TO ENO STILES W/(4) EACH
PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB SKIN. #14x5/8" SHEET METAL SCREWS & (4)
CONFIGURATIONS. 1/4' SELF TAPPING SCREWS.
PREPARATION OF JAMBS BY OTHERS
NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE
RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND �- 3" TALL x 20 GA. GALV. STEEL U-BARS
IN ACCORDANCE W17H CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. IN A 2-1-2-1 PATTERN (I.E. TWO
U-BARS ON BOTTOM SECTION, ONE
U-BAR ON NEXT SECTION, ETC.). EACH
U-BAR ATTACHED WITH (2) 1/4'x3/4"
SELF TAPPING SCREWS PER STILE
LOCATION.
B B
13 GA GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH (2) #'144/8- SHEET METAL SCREWS
TALUMINUM EXTRUSION
J�A��ST HAM/4�!i��� SECTION A-A (SIDE VIEVINYL WEATHERSTRIP.
`�,%cj.-"..........
0 E N g�:0
*:• N 6 !: #,� - - MANUFACTURING PRODUCT CODE
SHORT PANEL: PAN-2F153
LONG PANEL: PAN-2F156
DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. PART NO.: N/A
b• ' �4/'r TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. A
A O. STA E OF •:��t� unress Sf°tae Otner.se _ 8585 Duke Boulevord VINDLOAD RATING
,�T'•. ����� TOLERANCES are Clopay U0°"•OH 45040 USA
ieL N4.513-770-4800
.00
�SSiONA;Et..% ±.015 DESCRIPTION: CLASSIC ANO ICH7RP6u/6 D P 3 8
STEEL PAN SC +38/-44 PSF
.000 = ±.005
DESIGN ENGINEER= woo = ±.Qoi DRAWN BY: MW DATE: 3/15/,95 SCALE: NTS DtYG.D
Degrees ±1/z' CHECKED BY: -- DATE: -- SHEET 3 OF 4 SIZE J�
SCOTT HAMILTON, P.E. uatess States Otncr.�se
FLORIDA LICENSE No. 63286 patCN510N5 4RE IN INCHES. DWG. NO.: 101348 - AIB I VER: IBC
4 3
2FLCUIREDA PRODUCT DCCT APPROVAL 16107
4 3 2 1
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS D00RS SNEE T, REVISIONS
MODELS 24 GA 25 GA 25 GA MODELS 25 GA 25 GA 4 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY B4A,94 1 73, 7576 CLOPAY 17 - - - - SEE REVISION HISTORY ON SHEET ONE.
I GDSS,GRSS --
1 IDEAL 4RST,4Fa 6RST 2RST 'GALLERY'
HOLMES 48,48B 142, 428 -- HOLMES AR5S --
SHORT PANEL LONG PANEL `ARTISTRY'
IDEAL EDSS
• -MODEL 4F IS FLUSH 'CARRIAGE HOUSE' D
D SHORT PANEL LONG PANEL
2"TRACK CONFIGURATION. rASROD:
COUNTERBALANCE SYSTEM
JANE CONFIGURATION.
HORIZONTAL TRACK
GALV.STEEL FLAG BRACKET ATTACHED TO pppR SUPPORT BY DOOR
WITH_(3)5/16"'%_1-5/8"LAG SCREVIS_-____HEIGHT SL°- -WSTALLER(TO_SDIT)O TRACK YATH(2) 1/4"RNETS. 6'-6" 7 NOTE;TRACK CONFIGURATION 7'-0` 7 2k6 SYP WOOD JAMB. SEEOPTIONAL STOP MOULDING BY INSTALLER(TO SUR).
A�THE DOOR OPENWG DOES SPACING NTE 30'O.C. 7- 'JAM9 PREPARATION NOTE". I�,.y, 2gTr,rte i6 CA GALV.STEEL END STILE.
NOT AFFECT THE'/IINO LOAD s - "?���S feFe r,.lyRATING OF THIS DOOR. 0 8--6`2-GALV. STEEL TRACK, - - 1 - - _
TRACK THICKNESS: O.B83`. '-6"106` 2-1/2"% 12 GA GALV. STEEL _
II 10-0 112- TRACK BRACKETS FASTENED TO
s 1 -fi"i1B` 1YOOD JAMBS ri'RH 5/6'% 1-5/8" 7/16-I.D. ROUND 18 GA GALV. STEEL CENTER HINGE \
11'- LAG SCREWS. PUSH NUT FASTENED TO INTER. STILES W/(4)EACH
i 11'-6 1 FASTENER. §14x5/8"SHEET METAL SCREWS.
36•±2- TYP. 2-1/2`% 12 GA GALV. 12--0'1,36-
S
C STEEL TRACK BRACKETS, 12-5-14 " 14 GA.GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH R14a5/8' C
z ATTACHED TO JAMB WITH(1) 13'-0`14 - SHEET METAL SCREWS AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE.
0 5/16-X 1-5/8"LAG SCREW PER 1 4- 2'GALV.STEEL TRACK FASTENED TO
TRACK BRACKET. 14'-0` 12 CA GALV STEEL TRACK BRACKETS
14'- WITH EITHER(2) 1/4'DIA.RIVETS OR 2'DIA. 7-1/2"LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
10" 15'-0" (1) 1/4'%5/8-BOLT& NUT PER
3-1/2` I '-6 17 TRACK BRACKET. SECTION C-C
. .__. 16 -1 4` PREPARATION OF JAMBS BY OTHERS,
LHR BRACKET(2-1/2"x 5-3/4"• 12GA)
3" TRACK IS ALSO AVAILABLE ATTACHED WITH(2) 1/4"a 3/4"SELF TAPPING
SCREWS.
DOUBLE TRACK
LOHEADROOM OPTION
/ DOUBLE HORIZONTALOW
TRACK.
B B
'jT HAM/(
%%%CO• 10 10
- *.• No 6 $6/( * MANUFACTURING PRODUCT CODE
SHORT PANEL: PAN-21`153
LONG PANEL: PAN-21`156
�y DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F:
STA E' .�� TEST LOADS: +57.0 P.S.F & -66.0 P.S.F. PART NO.: N/A A
O• ••(V Unless Staled Otho, - Clap 8585 8585 Duke Boulevard VINDLOAD RATING
F c�O R 1 O P,:��� TOLERANCES are T, on 45740 DSA
ra:k.031 8616.9 cmpvy F�.Na.SH 4504-4670 W
3:7
6 DP38
'fss/ONpLE?%% oo = ±.015 DESCRIPTION: CLASSIC ANDCHPAN SC +38 44 PSF
X111 1111 /-
.000 = ±.005 DRAWN BY: IA1'1 DATE: 3/15/95 SCALE: NTS
DESIGN ENGINEER: .0000= x.001 D1YG.
SCOTT HAIAILTON, P.E. Degrees= -1/2' CHECKED BY: -- DATE: -- SHEET 4 OF 4 SIZE
FLORIDA LICENSE No, 63286 oYEN9aMs ARE W t,;cHEs.DWG. NO.: 101348 - AIB
VER: IBC
4 3 2 FLOQ00A p OO OMC T APPROVAL 16107
i
i
February 14, 2013 (Revised 3/25/15)
Evaluation Report for Clopay Building Products Company S,ectionail Garage Doors, W6
through W8
I have evaluated the wind load door designs as shown on the drawings listed below. I
j 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. 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 5, 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
j concluded that the door designs listed below in Tables 1 through 5i 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).
j ! TABLE 1: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F153:
i ; 101348-A-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load)
TABLE 2, Drawings for doors with Manufacturing Product Code (MPC) PAN-2F156:
101348-A-Rev17, max. door size 910"" x 16'0"; +38/-44 PSF (design load)
TABLE 3: Drawings for doors with Manuf c ur'n Product Code C - 1:
101526-A-Rev19, max. door size 9'0"' x 16'0"; +38/-44 PSF (design load)
TABLE 4: Drawings for doors with Manufacturing Product Code (Mi'PC) DSIU-1F171:_
104778-RevO3, max. door size 1612" x 1610"; +46/-5'�2 PSF .°;(desi'gn load)
j TABLE 5: Drawincis fordoors with o uc C I - 471:
104,785-A=Rev03, max. door size 16'2" x 1G'•"; +38/-42 PSF (design load)
104786-Rev04, max. door size 1612" x 16'0"; +46/-52 PSF :(design load)
For the doors in Tables 6 through 9, Static Pressure Tests were conducted in
accordance with ASTM-E330-2002 and ANSI/DASMA 108-2605. 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 6 through 9 are in compliance with these test
requirements of the Florida Building Code.
TABLE 6: Drawings for doors with Manufacturing Product Code PC PAN-2 153•
101348-B-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load)
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PAGE 1 OF 3 FILE: CBPC_130214-A.2
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EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,,W6-W8
TARLIE, 7: Drawings for doors with ManufacturinProduct Code (MPCLPAN-2F156:_
101348"B-Rev17, Max. door size 9'0"" x 16'0 '; +38/-44 98F (design load)
TABLE 8: brawincis for doors with Manufacturing Product Bode
101526- -Rev19, Max.max. door size 9'0"" x 1 '0"; +38/-44 PSF (design load)
TABLE-9:_Drawings for-_doors_with Manufacturing Product Code (MPC) DSIE-1F471:
104785-B-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
Test Reports
ATL-0107,01-13 (2/20/13), ATL-1206,01-12 (1/23/13), ATI_-0801:01-12 (8/15/12),
ATL-0827,01-12 (10/9/12), ATL-0115,01-13R (3/18/13), ATL-0117.0143R (3/18/13).
These reports document compliance with the TAS testing standards and Tare signed and
sealed by David Johnson, FL PE 61915.
Product Descriollon f-Qr doors with MPC PAN-21F153:
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,lsection 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, 426, 55, 55S, GD5S,
GD5SV, GRSS, GR5SV, ARSS, AR5SV, ED5S, EDSSV, Not all models may be shown on a
given drawing.
Product Description for doors 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".These doors.may have optional Impact-Resistant Glazing (Molded).loptlonai
Impact-Resistant Glazing is..a one-piece injection-molded front frame and glazing. The
l following models are at least structurally equivalent to the tested door: 76, 76V, 2RST.
Not all models may be shown on a given drawing.
Product Description for doors with MPC DSIE-1F171: t!
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 gal,(0.016") G40 DDS
per ASTM A653. The-maximum section height is 21". These;doors 'may h°ave optional
Impact-Resistant Glazing (Molded). Optional Impact-Resistant Glazing ls;ua one-piece
injection-molded front frame and glazing. The following models are at least structurally
equivalent to the tested door: 4300, 4301, 4310, HDG, HDGL, HDGF, 661, 66G, 67,
67G, 68, 6200, 6201, 6203, SP200, SF200, SE200. Not all models,may be shown on a
given drawing. !i
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 2111". 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; HDP20, HDPF20, MDPL20, 7200,
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PAGE 2 of 3 FILEi CBPC_130214-A.2
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EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W8
7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a
given drawing.
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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. loth inner and outer skins are min. 27 ga. (0.0'16") 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: GD2SP, GR2SP,' GD2LP, GR21_13,
AR2SP, AR21-P, ED2SP, ED21_13, 4302, HDGC, 6202, MFC68; 4305,;HDGR, MFR68, 6205,
SFR68. Not all models may be shown on a given drawing.
Impact Resistant Glazing_(Molde ):
The optional impact resistant glazing is an injection=molded polycarbonate front
frame and glazing (GE LEXAN SLX2432T) that is an approved C1 plastic)n accordance
with testing required by FBG-B 2612. Approval based on review o(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.
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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, 903].1, 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.
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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,prepa,re 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 drawirig(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: +++ �SHA�I J#j#
, %%Gp••......M1�j04,�
.�. 5 ��G E N SF••.�. ��
Sc I n, E. * No 63286
Florida P. E. No. 63286
Date: 2��d~— :53 1. STATE OF
m.0.p •.•• ��.`
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