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Product AnnrOVal Menu>Product or Aoolication Search>Application List>Application Detail
• FL# FL16107-R10
Application Type Revision RECEIVED
Code Version 2017
Application Status Approved
N 0,ti` 1 ,Q 2018
Comments ST. Lucie County, Permitting
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 FL16107 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
Equivalence of Product Standards
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5n8XnBD2%2fVo8JcuIDXOIV%2fA%3d%3d 1/5
. 11/12/2018 Florida Building Code Online
Certified By
Florida Licensed Professional Engineer or Architect
FL16107 R10 Equiv 20170809 - FBC- DASMA 108 equiv, df
FL16107 R10 Equiv 20170809-FBC- DASMA 115 equiv 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 0 Page 2/3 0 0
FL# Model, Number or Name Description
16107.21 21 W8-16 DSIE-1F471: 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)WINDCODES
AR2LP, ED2SP, ED2LP,4302, HDGL, W8 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 104786-Rev04-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: +46 PSF/-52 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R10 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, HDG, skin 27 ga. min.) Single-Car(up to 9'0"wide)WINDCODE®W6
HDGL, HDGF, 66, 66G, 67, 67G, 68, 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 R10 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 R10 AE CBPC 130214-A.pdf
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, HOG, HDGL, skin 27 ga. min.) Single-Car(up to 9'0"wide) WINDCODE@ W6
HDGF, 66, 66G, 67, 67G,68,SP200, Garage Door
SF200, SE200,6200, 6201, 6203
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 II 101526-B-Rev20 sign d.pd
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.
16107.24 24 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, WINDCODE@ W6 Garage Door with Optional Impact-Resistant
6RST,6RSF,48,42, 55,48B,42B, Lites
T 55S,GD5S,GD5SV,GR5S,GR5SV,
AR5S,ARSSV, ED5S, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16107 R10 II 101348-A-Revl7-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 R10 AE CBPC 130214-A.pdf
Created by Independent Third Party: No
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5n8XnBD2%2f\/o8Jcu[DX01V%2fA%3d%3d 2/5
4 13 2 11
'CLASSIC'RAISED PANEL EMBOSS DOCIRS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEETS I REVISIONS
MODELS 24 GA 25 GA 25 GA MODELS 25 GA 25 GA 1 OF 4 REV. NO. ZONE: DATE: I ECM NO. APPVD: DESCRIPTION
CLOPAY 84A,94 73. 75 76 CLOPAY GDSS,GR55 -- 17 — 2/11/13
I AL 4RS7, 4F• 6RST 7 'GALLERY' — SH REVISED FOR NEW LOADS.
HOLMES 48,489 42,42B -- HOLMES ARSS
SHORT PANEL LONG PANEL 'ARTISTRY'
• - IAL
MODEL 4F IS FLUSH 'CARRIAGE HOUSE' EDSS --
D
SHORT PANEL LONG PANEL D
SHORT PANEL/FLUSH MODELS: (1) INTERMEDIATE STILE BETWEEN EACH
EMBOSS [(3) STILES PER SECTION AT 9'0" WIDE]. EACH INTERM. STILE
OPTIONAL GLAZING MAY BE ATTACHED WITH TOC-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. (1) STANDARD
SHEET 2 FOR DETAILS. INTERMEDIATE STILE BETWEEN EACH EMBOSS. 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 M OF NOF U-BARS GLAZING IS 21-5/8"x14-1/8". PER SECTION, FIELD-INSTALLED WITH (4) }8 SMS (PER STILE).
SECTIONS MAX OLD SIZE IS 18-1/2"x111
UP TO 7'0' 4 6 A END STILES ATTACHED TO DOOR
7'3' TO 8'9' S 8 SKIN WITH PATENTED TOG-L-LOC
9'0' TO 10'6' 6 9 SYSTEM (TOP, BOTTOM, & CENTER).
10'9' TO 12'3• 7 11 3 P�4
SEE END HINGE
12'6' TO 14'0' 8 l2 azX NEW B.
C 14'3' TO 15'9' 9 14 C
16'0" ID 15 p
MAX SECTION HEIGHT, 21' g
of Z r SEE INTERMED. HINGE
�O VIEW C. SLIDE BOLT LOCK
LAI 1"I M I- R ENGAGES INTO
w END VERTICAL TRACK.
tl N
STILE. ONE LOCK ON
EACH SIDE OF
THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE w DOOR.
ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA =H-
BUILDING CODE OR1HE INTERNATIONAL BUILDING CODE(BASED ON �� TWO POINT LOCKING
ASCE7-10)FOR THE FOLLOWING CONDMONS: 1)ENCLOSED Ow INSIDE SLIDE BOLT
BULGING.2) DOOR HAS 2'OF WIDTH IN BUILDING'S END ZONE,3) �= INTO TRACK SNAP LATCH ENGAGES LOCK OPTION.
ANY ROOF SLOPE.AND 4)TESTING IN ACCORDANCE WITHxt` ONTO VERTICAL TRACK. END
ANSI/DASMA 108.SRE—SPECIFIC CALCULATIONS BY A QUALIFIED " ONE SNAP LATCH ON STILE.
DESIGN PROFESSIONAL MAY DEFER. --- -- EACH SIDE OF DOOR.
IX.TIlU1TE WIND
SPEED(MPH) 155 160 170 WB 195 n OIfTSIDE 8
EXPIIS URE HANDLE. LOCK BAR
B.C. D B,C,D B,C B,c B ,A OUTSIDE
CATEGORY OPTIONAL OUTSIDE KEYED LOCATION OF ENGAGES IN
LOCK POSITION OPTIONAL.VENT KEYED END
MEAN ROOF HEIGHT 25' IS' 23' 15' 30' HANDLE. STILE. TRACK ON
MAX. DOOR WIDTH = 9'-0" EACH SIDE
INSIDE ELEVATION AP 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.
`0,` l
�yG �GElYs'-..
#14x5/8" SHEET
*•:• NO 63 6 * METAL SCREWS NUFACTURING PRODUCT CODE
1�` SHORT PANEL: PAN-21153
• '(] LONG PANEL: PAN-21156
.•O1 �) �c DESIGN LOADS: +38.0 P.S.F. & —44.0 P.S.F. PART NO.: N A
A STATE OF �` 1/4"x3/4" SELF T unlese05taed OUenma F O P.S.F. 8585 Duke Boulewrd VINDLDAD RATING p
���.•,c �/ TAPPING SCREWS —p M4fan.lHl 45010 USA A
,O •.<p R`O P:�?J o o TOLERANCES.a. U'O(�ay Tel Ma 513-770-490)
O_ -1.031 11 4s.rn Feero., I,He.51.770-4953 W6 D P 3 8
lit.ONA1..E?t`` 00_ 1.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF
14 GA. END HINGES 18 GA. INTERMEDIATE HINGE .000 ' *.005
DESIGN ENGINEER: VIEW "B VIEW "C' OODo - *.001 DRAWN BY: MW DATE: 3/15/95 SCALE: NTS I DWG.D
D4gree4 . *1/7 CHECKED BY: -- DATE: -- SHEET 1 OF 4 SIZE 1�
SCOTT HAMILTON. P.E. ude..smled OW,e se
FLORIDA LICENSE No. 632136 pMEN5gN5 ARE IN mcuES.DWG. NO.: 101348 — A/8 VER: 18C
4 3 2 FLOG10-A O ODMC�T QOfROo VA L 16107
4 13 2 11
'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
CI.ID'AY 84A,94 73, 75 76 CLAY REV. N0. ZONE: DATE: ECN N0. APPVD: DESCRIPTION
[DEAL 4,I."4Fa 6RS7 2RST •GALLERY' GD5S,GR55 -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE.
HOLIES 1 48,48B 142, 423 -- HOLMESAR3S
SHIXtT PANEL NE
LONG PAL ARTISTRYIDEAL '
. -MODEL 4F IS FLUSH 'CARRIAGE HOUSE' E05S --
D SH13RT PANEL I LONG PAWL D
IMPACT-RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION:
SOLID ODORS(NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8"ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS
IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE 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 Cl PLASTIC IN ACCORDANCE WITH FBC 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 REOUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
WIND LOAD REOUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REOUIREMENT FOR WINDBORNE DEBRIS
CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/18C).
SECTION B-B {IMPACT-RESISTANT GLAZING OPTION) SECTION B-B (NON-IMPACT RESISTANT GLAZING OPTION)
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 BOND TAPE I15
SNAP-IN INSERT. (BETWEEN FRAME AND FACADE).
j
DECORATIVE FRONT FACADE.
GLAZING
MOLDED INSIDE
STRUCTURAL SILICONE SEALANT LITE RETAINER.
(BETWEEN STEEL SKIN AND FRAME). #8s3/4-PAN HEAD SCREW
(10 SCREWS PER LITE).
IMPACT RESISTANT
ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH
B MOLDED GE LEXAN (10)/8 x 3/4"PAN HEAD MACHINE SCREWS. p
SLX2432T FRONT U
FRAME& GLAZING.
IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 101348-A DRAWING 101348-B
��qu qrr�
�%%
..........
5: .•Z--i
N 8 MANUFACTURING PRODUCT CODE
*;• L•,* SHORT PANEL:PAN-2F153
LONG PANEL: PMN-2F156
V: sa 7ij' DESIGN LOADS: 736.P P.S.F. A[-66.0 44.P P.F.F. PART NO.: N/A
EST LOADS:Q -O� STA E F :��I� unless Slolea ONna_7 _n 0585 Duke Boukm d VINDLOAD RATING A
T' P,:•��� TOLERANCES n. 1j�0 'a .,W.OH 45040 USA
le --4 o o.��,, .0. 1.031 �Pte,p y M.:5,};o=� W6 D P 3 8
-�ir�ONALti44�` 00 - *.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF
rr 14
.000- *.005
DESIGN ENGINEER000 - :.ODI DRAWN BY: MW DATE: 3/15/85 SCALE: NTS DWG,
Degrees - *t/r CHECKED BY: -- DATE: -- SHEET 2 OF 4 SIZE B
SCOTT HAMILTON. P.E. thee..Stntm olnsraee
FL RIDA LICENSE No. 86 _ DIMENSK1N5 ARL tH;MCHES.DWG. NO.: 101348 - A/B VER: -
B-4 30Da p ODN �� APPROVAL G�©�� G1w
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 3 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84A,94 73, 75 76 CLOPAY
IDEAL 4RST. 4Fx ST 2RST 'GALLERY' GD5S,CRSS -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE.
HOLMES 48. 483 42, 422 -- HOLMES ARSS --
SHDRT PANEL LONG PANEL 'ARTISTRY'
IDEAL EDSS 3" TALL U-BAR
D MODEL 4F IS FLUSH 'CARRIAGE HOUSE' -- F- 2"THICK 20 GA. GALV. STEEL
SHORT PANEL LONG PAn L I WN. YEILD STRENGTH: 50 KSI D
f-
VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): I-�-
3/8"x3" LAG SCREWS ON 24"CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG SCREWS MAY T
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 Pct MIN CONCRETE C MN_): 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. 14x5/8 SHEET 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. SHIP LAP JOINTS.
(C-90 BLOCK). 1" O.O. WASHERS REQUIRED WITH TAPCONS. STEEL SKIN WITH A
ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING BAKED-ON PRIMER AND
SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD, A BAKED-ON POLYESTER
C TOP COAT APPLIED TO 14 GA. GALV. STEEL END HINGE C
OTHER JAMB CONFIGURATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN 807H SIDES OF STEEL FASTENED TO END STILES W/(4) EACH
PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB SKIN' #144/8" SHEET METAL SCREWS & (4)
CONFIGURATIONS. 1/4" SELF TAPPING SCREWS.
PREPARATION OF JAMBS BY OTHERS
!`fig: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE
RESPONS13ILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND 3" TALL x 20 GA. GALV_ STEEL U-BARS
IN ACCORDANCE WITH 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-8AR 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) 114x5/8" SHEET METAL SCREWS
TALUMINUM EXTRUSION
paktT & VINYL WEATHERSTRIP.
1SECTION A—A (SIDE VIEW)
HAMlt.. ��i
O`O E N`pFrOy,,:
111
*.' N fEC;
*: MANUFACTURING PRODUCT CODE
SHORT PANEL PAN-21`153
'O /f 0: DESIGN ADAOS! 7.0 P S.F.
h 6.0 P.S.F.P.S.F. LONG PART NO.: N/A -21`156
Q �9. STAF :�� T T A + 7.0P. .F -
%O 40 i1M-n 51-1.4 OtIN—ise _
n 8565 Duke 5040 USA VINOLOAD RATING
TOLERANCES— _clopay uasm•on 4574-USA )C D P 3 8
.�c�`s•.,O R ,, % 0- :.031 B"q Poopxlaf 4q1, Fo No.5133-i77a4� W 6
�4�S�ONIAl1��a,` .00- 3.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF
.000 x.005
DESIGN ENGINEER: .0000 = r.001
SCOTT HAMILTON, P.E. DRAWN BY: MW DATE: 3/15/95 SCALE: Arts DWG
oegrees = t 1/2• CHECKED BY: -- DATE: -- SHEET 3 OF 4 SIZE L
Unlna s1m-e Omerw,u
F I A
LICENSE No. 63286 DWENSX1 ARE.,XNEs. DWG. NO.: 101348 - A/B VER: IBC
4 3 2 FLORODD la PrP ODMC 7 APPROVAL 16107
4 13 41 2 11
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS REVISIONS
MODELS 24 GA 25 GA 25 GA MODELS 25 GA zs GA 4 OF 4 REV. NO. ZONE: DATE: ECN-N0, APPVD: DESCRIPTION
CLOPAY 84A,94 73, 75 76 CLOPAr
1➢EAL 4RST,4FK 6RST 2RST 'GALLERY' GDSS,GRSS -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE.
HOLMES 1 48,488 142, 429 -- HOLMES AR5S
SHORT PANEL ILONG PANEL 'ARTISTRY' --
IDEAL EDSS
D « -MODEL 41` IS FLUSH 'CARRIAGE HOUSE'
SHiOitT PANEL I LONG PANEL D
2" TRACK CONFIGURATION, DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION,
HORIZONTAL TRACK
r62-"*.4-
GALV.STEEL FLAG BRACKET ATIACHED TO DOOR SUPPORT BY DOOR
WI7H(3)5/16"X 1-5/8"LAO SCREWS HEIGHT "L" INSTALLER (TO SUIT).
O TRACK WITH(2) 1/4"RIVETS. •NOTE: TRACK CONFIGURATION7 " 2x6 SYP WOOD JAMB. SEE OPTIONAL STOP MOULDING BY INSTALLER TO SUR).
"JAMD PREPARATION N07E".ABOVE THE DOOR ANDOPENING DOES SPACING NTE b'O.C. - ?�;' ?J �'2' 16 GA GALV. STEEL END STILE.
NOT AFFECT THE YANG LOAORATING OF CHIS DOOR, p 1 4"
2"CALV. STEEL TRACK, '-6"1 2-1/2'x 12 GA GALV. STEEL
mi
u
TRACK TMKJCNE55:0.683'. 10-0-112- TRACK BRACKETS FASTENED TO
i 70-6 I WOOD JAMBS WITH 5/6'X t-5/8" 7/16'I.D. ROUND 78 GA.GALV. STEEL CENTER HINGE
�- ;':_6: LAG SCREWS, FFAS PUSH
/IT 1�5/8"SHEET METAL O INTER.STILES EACH
C 36't2' TYP. 2-1/2-X 12 GA GALV 1 1 "
z STEEL TRACK BRACKETS, 112- 14 GA, GALV. STEEL ROLLER MtMGES FASTENED TO END STILES W/(4)EACH 114x5/8" C
W ATTACHED
TO
JAMB WITH(1) - 4 ' SHEET METAL SCREWS AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE.
5/16"X 1-5/8"LAG SCREW PER- - 2"GALV.STEEL TRACK FASTENED TO
Ll
TRACK BRACKET, 4'- 12 GA GALV STEEL TRACK BRACKETS
WITH EITHER(2) 1/4"DIA.RIVETS OR 2"OIA. 7-1/2-LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
7 (1) 1/4"X 5/8"BOLT& NUT PER
3-1/2" 1 - 1 TRACK BRACKET. SECTION C-C
.. 1 4"
PREPARATION OF JAMBS BY OTHERS.
LHR BRACKET(2-1/2"x 5-3/4"x 12GA)
ATTACHED WITH(2) 1/4-x 3/4'SELF TAPPING
3' TRAG: IS ALSO AVAILABLE SCREWS.
DOUBLE TRACK
LOW HEADROOM OPTION
DOUBLE HORIZONTAL
TRACK.
B B
5�40�5 HAiW/4Ti�'.
,.l��r,o
*
jNo AC7URING PRODUCT CODE
SHORT PANEL: PAN-21`153
� �QDESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. LONG PANEL: PAN-2Ft56
DF .4Y. T T • +57.0S.F. p- P.S.F.
PART NO.: N/A
'4oT'::� �Z�: TOLERANCES U.N.Sttd a.« _!j'QP�]� Y070L 8585 GH`455040 UM `,/tW/)�NDLOAD RATING
A
�lcss�O R t, �p,p o e 3.031 HVAXts Cum Fa No.Sia-770 4853 'r1" Z D P 3 8
holONA ,�� OD - 3.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF
DESIGN ENGINEER: Doo- 3.005
0000. 3.001 DRAWN BY: MW DATE: 3/15/95 SCALE: HTS DWG.
Oegrees- 31/2' CHECKED BY: -- DATE: -- SHEET 4 OF 4 SIZE B
SCOTT HAMILTON, P.E. LHe+s Sta�ea Omer.lsc
F ORI A LICENS No. 6328 DINEHSICrS ARE et .Es. DWG. NO.: 101348 - A/B VER: IBC
4 3 2 FLOO R0DQ P OO DD UCC APPROVAL 16107
February 14, 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 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 2021994, ASTM-E330-2002 and ANSI/DASMA 1082005. 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 door designs listed below in Tables 1 through 5 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 (MPCU PAN-2f_
101348-A-Revl7, max. door size 9'0"" x 16'0"; +38/-44 PSF (designload)
TABLE 2• Drawings for dggr,5with Manufacturing Product Code (MPC) PAN-2F156:_
101348-A-Revl7, max, door size 9'0" ' x 16'0"; +38/-44 PSF (design load)
TABLE 3: Drawings for doors with Manufacturing Product Code (MPC) D)_g71 11771_
1.01526-A-Rev20, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load)
TABLE 4• D gwig,gs r doors with Manufacturing ,Product Code (MPC) DSIU-1F171:
104778-Rev03, max. door size 16'2" x 1.6'0"; +46/-52 PSF (design load)
TABLE 5: Drawings for doors with Manufacturing Product Code (MPC) DSIE_1.F471:
104785-A-RevO3, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
104786-Rev04, max. door size 16'2" 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 108-2005. 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 6 through 9 are in compliance with these test
requirements of the Florida Building Code,
TAB E for doors ith Ma of c u i MPC PAN-21`153:
101348-8-Revl7, max. door size 9'0"' x 16'0' ; +38/-44 PSF (design load)
PACE 1 OF 3 FILE: CBPC_130214-A.3
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6^-WS
TABLE Z: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F156:
101348-B-Revl7, max. door size 9'0"" x 1.6'0"; +38/-44 PSF (design load)
TABLE 8: Drawings for doors with Manufacturing Product Code (MPC) DSIE-11FI71;
101526-B-Rev20, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load)
TABLe 2. Drawings for doors with Manufacturing Product Code (MPC) DSIE-11`471:
104785-B-RevO3, 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), ATL-0801,01-12 (8/15/12),
ATL-0827,01-12 (10/9/12), ATL-0115,01-13R (3/18/13), ATL-0117,01-13R (3/18/13).
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 PAN-217153:
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, 42B, 55, 55S, GD5S,
GD5SV, GR5S, GR5SV, AR5S, ARSSV, ED5S, ED5SV. Not all models may be shown on a
given drawing,
Product Description for doors with MPC PAN-217156:
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). 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: 76, 76V, 2RST.
Not all models may be shown on a given drawing.
Product Description for doors with MPC DSIE-11F171:
These doors consist of 2" double-skin insulated sections with an EPS core
laminated to both skins. Both Inner and outer skins are min. 27 ga. (0.016") G40 DDS
per ASTM A653. The maximum section height is 21". These doors may have optional
Impact-Resistant Glazing (Molded). Optional Impact-Resistant Glazing is a one-piece
injection-molded front frame and glazing, The following models are at least structurally
equivalent to the tested door: 4300, 4301, 4310, HDG, HDGL, HDGF, 66, 66G, 67,
67G, 68, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a
given drawing.
p�oslu_ct_Description for doors with MPC DSIV-1F171.:.
These doors consist of 2" double-skin insulated sections with polyurethane
insulation foamed in place between both skins. Both inner and outer skins are min. 27
ga. (0,016") G40 DDS per ASTM A653. The maximum section height Is 21". These
doors may have optional Impact-Resistant Glazing (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, HDPL20, 7200,
PAGE 2 OF 3 FILE: CBPC_130214-A.3
EVALUATION REPORT FOR CLOPAY BuA.DING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WG-W8
7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a
given drawing.
Product Description fqr dggrs 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 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, GR2LP,
AR2SP, AR21_13, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205,
SFR68. 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 FBC-B 2612. 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 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 an the
drawing(s) has reviewed the attachment details and installation requirements.
,��lilllllff/�I
Signature: �� �� HAMS
`��GQ•• ..., ' 0 fir
Scott Hamilton, P. E. No 6 28
Florida P. E. No. 63286 -_
:X-
ti
Date: ePt/(41/1 ,
7 Q;• STATE OF '41/
4 .
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PAGE 3 of 3 Z��;QNA;&0FILE: CBPC_130214-A.3