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1/25/2018 Florida Building Code Online
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Product Approval Menu>Product or Application Search>Application List>Application Detail i
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FL# FL5678-R4
I
Application Type Revision i
Code Version 2017
Application Status !
Approved i
> *Approved by DBPR.Approvals byDBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
I ,
Archived
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
_ Mason, OH 45040
(513) 770-6062
mwestemeld@clopay.com
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Authorized Signature Scott Hamilton
shamiltoh@clopay.com
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Technical Representative !
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method
Certification Mark or Listing I ,
%t Certification Agency Intertek Testing Services NA,Inc.
Validated By Gary Pfuehler
✓1 Validation Checklist Hardcopy Received
Referenced Standard and Year(of Standard) Standard I Year
ANSI/DASMA 108 j 2002
ASTM E330 2002
i
Equivalence of Product Standards !
Certified By
Florida Licensed Professional End iineer or'Architect
FL5678 R4 Eauiv 20170809-FBC- DASMA 108 eauiv.odf
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Product Approval Method Method 1 Option A
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". Date Submitted 08/09/2017
Date Validated 08/14/2017
Date Pending FBC Approval
httpsWwww.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsTDgv2o9Yg341 La5Jl4zvf3c79ZsaxwmE%3d 1/6
1/25/2018 Florida Building Code Online
Date Approved 08/17/2017 i f`
a
Summa of Products
KKd '4` EGOtOZPagE'I ,}l�ivg F age-1,"Al2
FL# � Model,,Number or Name' Description;
5678.1 O1 W4-09 C-DSIE-1F173: 3201, Double-skin Insulated (exterior skin 27 ga, min.; interior skin
- 3203,250, 250G 27 ga. min,)WINDCCiDE@ W4 Sectional Door, up to 9'0"wide
s Limits of Use Certification Agency,Certificate
Approved for use in HVHZ: No FL5678 R4 C CAC Letter with proof of contract and proof of
y Approved for use outside HVHZ:Yes inspection.pdf ;',
Pa,
Impact Resistant: N/A FL5678 R4 C CAC W4 C Listing Intertek.pdf
Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date
Other:The OPTIONAL glazing available for this product meets 05/21/2028
the wind load requirements of the building code but DOES NOT Installation Instructions j
" meet the impact resistant requirement for windborne debris FL5678 R4 II 101758-Rev09.Ddf
regions.The product without glazing DOES comply with the Verified By: Interteklt6sting Services NA,Inc.
impact resistant requirement for windborne debris regions(ref Created by Independent Third Party:
1609.1.4 FBC). Evaluation Reports1:
} Created by Independent Third Party:
5678.2 02 W4-16.C=DSIE-11`173: 3201, Double-skin Insulated{exterior skin-27,ga min,; mtenor=skin'
3203, 250,p250G 27 ga. min.)I'WINDCODE@ W4 Sectional,Door,9'2 to 16'0"
66
� x wide..
Limits of Use Certification Agency,'Certificate
%Approvedfor use in HVHZ No.x. „� FL5678-R4 tCAC Letter with proof of contract and`or60fof
Approved for use outside HVHZ -Yes inspection.pdf ri
Impact Resistanf N/A - FL5678R4 'C CAC W'4 -C Lsting Intertek.Ddf
' Design P..ressure:'+25.5 PSF/ 25.5 PSF ; Quality Assurance Contract Expiration Date
w other The OPTIONAL glazing available for this product meets- 05/21/2028j
the wind load requirements-of the building code but:D`OES,NOT InstallatioTn�Instructons
meet the impact•resistant requirement for=windborne°debris °FL5678' R4 SII 10176'&Rev07.Ddf
1 .'regions-The•produet without glazing"DOES comply With,the Verified By:!IntertekETesting,ServicesM,Inc_.
impact resistant requirement for windborne debris regions'(ref" " 'Created by Independeht Third Party:,,:
1609 1.4
FBC). Evaluation Reports!'11'
{ '- Createdby Independent Third Party:
5678.3 03 W4-09 C-PAN-21`141: 692,652V Steel Pan (min. 24 ga.)WINDCODE®W4 Sectional Door, up to
9'0"wide �: 1
.-
Limits of UseCertification Agency,,Certificate
Approved for use in HVHZ: No FL5678 R4 C CAC Letter with proof of contract and proof of
d x` Approved for use outside HVHZ:Yes insoection.Ddf
Impact Resistant: N/A FL5678 R4 C CAC W4 C Listing Intertek.pdf
Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date
Other:The OPTIONAL glazing available for this product meets 05/21/2028 1
the wind load requirements of the building code but DOES NOT Installation.'Instructions
meet the impact resistant requirement for windborne debris FL5678 R4 II 101762-Rev09.Ddf
regions.The product without glazing DOES comply with the Verified By: IntertekrTesting Services NA,Inc.
* impact resistant requirement for windborne debris regions(ref Created by Independeht Third Party:
g 1609.1.4 FBC). Evaluation Reports
Created ,,
` d d
� p by In epe dent Thr Party:
r 56,78 4." 04 N/4-16 C4AN-2F141:,692,652V Steel!Par (mile 24 0iT'WINDCODEp,W4,Sectional_Door 91
F �
to 16 0 wid?
o ,q
�Linlits,of Use.
eiti
Approved for use m HVHZ.No FL5678aR4 n AgencyCertificate
IC C L`et
CA fer with proof of contract and Droof of
Approved for use outside HVHZ.,Yes inspection Ddf l'f
k [ 1
" Itis act.Resistanf: N/A FL5678 R4 IC CAC W4'C Listing Intertek:Ddf
P
Design Pressure:;+24 PSF/ 24.5 PSF - Quality,,Ass6rance Contract Expiration Date
x i
.Other:The OPTIONAL glazing available fcrthis product meets 05/21/2028 i #�; {
the'Wind load requirements,of the building code but DOES_NOT., Installationlnstructions ,
meet'th'e impact resistant�regwrerrient,-fdr;windborne°debris" FL5678. R4 iII 101781-Rev08.Ddf �:"
regions.The product;witlout glazing:DOES.comply'.with the Verified By: Intertekgesting Services NA Inc.
impact resistant requirement for in indborne�debris,regions(ref= Created by Independent Third Party
f 1609.1.4 FBC) Evaluation Reports4 �'i
��- � � � ,• , -_• ,. - Createdeby Independent Third-Party .
p
s
_ 5678.5 05 W4-12 C-DSIE-11`447: 3200, Double-skin Insulated"(exterior skin 24 ga. min.; interior skin
r
is 3220, 240,240G 27 ga. min.)WINDCODE@ W4 Sectional Door, up to 102"wide
Limits of Use Certification Agency';Certificate
#_ €_ Approved for use in HVHZ: No FL5678 R4 C CAC Letter with proof of contract and proof of
�• "°`� Approved for use outside HVHZ:Yes inspection.odf �,:•
Impact Resistant: N/A FL5678 R4 C CAC W4 C Listing Intertek.Ddf
Design Pressure: +25 PSF 28 PSF
g /- Quality Assurance Contract Expiration Date
- Other:The OPTIONAL glazing available for this product meets 05/21/2028'
the wind load requirements of the building code but DOES NOT Installation Instructions
:.
meet the impact resistant requirement for windborne debris FL5678 R4 II 101687-Rev09.Ddf
i
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsTDgv2o9Yg341 La5J 14zvf3c79ZsaxwmE%3d 2/6
SECTION B-B REv DATE DESORIP7IAN
CLOPAY MODELS: 3201 (FLUSH), 3203 (RAISED PANEL) THE OPTIONAL GLAZING SHOWN ON THIS DRAWING MEETS THE
OPTIONAL ACRYLIC IS APPROVED
CCUIE ASIC OR 10 SCREW WINDOW LITE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE
HO u_L ES MOD�I,�.• 250, 250G wCRE CP,AN APPROVED CC2 PLASTIC IN 6 OS 2005 UPDATED CODE REF., SPECIFIED OPTIONAL ACRYLIC.
FRONT FRAME WITH U.V. IM INTERNATIONAL BUILDING CODE BUT DOES 1191 MEET THE
COMPWNCE wTM IBc/FBG 2Boe. COATING ON OUTSIDE SURFACE IMPACT RESISTANT REQUIREMENT FOR WIN-BORNE DEBRIS 7 12,2005 ADDED ROLLER OPTION
RIYIONS REF.GRAPIER to FTTc Tec g 11 2008 ADDED MPC; EXTENDED MAX Hi(WAS 14-0).
DOORS UP TO 7'-0' HIGH CONSIST 4) SECTIONS NOT SHOWN) TKIS GGGR
DOORS 7'3" - 8'9" HIGH CONSIST OFF( W E1S OR EI C®S THE DESIGN LOADS FOR THE SECTIONS ( OT SHOWN). ULTIMATE,WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA 9 02/2012 UPDATED WINDCOOE CHART
DOORS 92'' - 102'3 HIGH CONSIST OF(( SECTIONS (SHOWN. BUILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON HORIZONTAL TRACK SUPPORT BY
DOORS 10'9" - 12'3" HIGH CONSIST OF 7 SECTIONS NOT HOWN). ASCE7-LO)FOR THE FOLLOWING CONDmONs 1)ENCLOSED DOOR INSTALLER (i0 SUIT)
DOORS 12'6" - 14'0' HIGH CONSIST OF 8 SECTIONS NOT SHOWN)). Buaowc,s)Goon wts z'of WIDTH w BUILDING'S END ZONE.a)
DOORS 143" - 15'9" HIGH CONSIST OF 9 SECTIONS NOT SHOWN. DSB
r
71 ANY ROOF SLOPE,AND 4)TESDNG IN ACCORDANCE WITH
DOORS 16'0" HIGH CONSIST OF(10) SEC NS (NOT SH WN). ANSI/DASMA 108.SNE-SPECITC CALDULAIIONS BY A DUALmmMOLDED INSIDE 1/8ADESIGN PROFESSIONAL WAY DIFFER. '
(4) X14 SHEET METAL SCREWS LTTE RETAINER. 8x3/4HEAD SCREW ULTINATE VDND 13 GA. GALV. STEEL FLAG BRACKET.
O 10 SCREWS PER LITE) SPEED GI I la0 Las 140 IN 165 (EACH 3) 5/16 FASTENED
TO WOOD JAMB 8'LAC SCREWS.W�
CATEGORY B,C.D B,C,B B,C B,C B
VERTICAL AMB ATTACHMENT (C-90 BLOCK OR } DOUBLE TRACK LOW
O 2000 PSI MIN. CONCRETE COLUMN: WANRI1DF IE[IXf L'S' 15' E5' 15• INC TRACK CONFIGURATION HEADROOM, HI-LIFr TRACK,
(4) 1/4" DIA SELF TAPPING SCREWS 3/8"X4'SLEEVE ANCHORS ON 24"CENTERS = 30" FOLLOW-THE-ROOF TRACK,
(BOTH C-90 BLOCK OR 2000 PSI MIN. W MAX AND VERTICAL LIFT TRACK
14 GA. END HINGE 14 GA. I RMEDIAXE HING CONCRETE) OR 1/4"X4'TAPCON SCREWS ON 24" 2"THICK 2"GALV. STEEL TRACK, ARE AVAILABLE OPTIONS. 3"
CENTERS(2000 PSI MIN. CONCRETE). WASHERS o TRACK THICKNESS .060" TRACK ALSO AVAILABLE.
INCLUDED WITH SLEEVE ANCHORS. 1" O.D. SILICONE FILLED CHANNEL SEPARATES 0
A WASHERS REQUIRED WITH TAPCONS. ANCHORS FRONT AND BACK SKIN OF DDOR 0 TYP. 2-1/2'x12 GA. GALV. STEEL TRACK BRACKET
r ~ D 24' 4 TRACK BRACKETS PER SIDE UP TO 8' HIGH).
MAY BE COUNTERSUNK (BUT NOT REQUIRED)TO (TYP) 5 TRACK BRACKETS PER SIDE UP TO 10' HIGH).
PROVIDE A FLUSH MOUNTING SURFACE. 1.95'THICK, 1 DENSRY 6 TRACK BRACKETS PER SIDE UP TO 12' HIGH).
HORIZONTAL JAMBS DO NOT TRANSFER LOAD. EXPANDED POLYSTYRENE 7 TRACK BRACKETS PER SIDE UP TO 14' HIGH))).
® ® ® FOAM INSULATION LAMINATED = 8 TRACK BRACKETS PER SIDE UP TO 15' HIGH.
OPTIONAL WINDOW END TO BOTH EXTERIOR AND cD "L' 9 TRACK BRACKETS PER SIDE UP TO 16' HIGH.
INTERIOR SKINS. z p4' DISTANCE BETWEEN FLAG AND TOP TRACK BRACKET
LITE SECTION STILE z CTYP NOT TO EXCEED 30"O.C.
SEE SECTION B-B w DOOR DOOR
FDR LITE DETAILS SECTION A-A oo_ HEIGHT "L" HEIGHT
oI z ROLLER Z' GA. ALV. STEEL
TOP I, 6-6 70 10-6 114
3 OUTSIDE 3' 7-0 76 11-0 724
�^N FWDIOLE BRACKET ATTACHED W/(3) .. ..,,, g-0 88 12-0 T,3-6
-
LOCK
SCREWS.
SHEET METAL
¢ I✓ MV0
v y LOCK BAR SCREWS. 8-6 94 12-6 142
a ENGAGES IN 9-0 100 13-0 148
w� OUTSIDE KEYED LOCK TRACK ON TONGUE AND GROOVE JOINTS. �p SLIDE BOLT _ _ 154
=z LOCK BAR LOCKING EACH SIDE STILE LOCK ENGAGES 10-0 112" ft
160
0 - OF DOOR. 14 GA GALV. STEEL ROLLER INTO VERTICAL 166cFiHINGE EACHFASTENED TO TRACK. ONE LHR TOP BRACKET 172o 27 GA MIN. STEEL GALV. END STILES W/(4) 14x5/8' LOCK ON DOUBLE HORIZONTAL 78EXTERIOR SKIN WITH A SHEET METAL SCREWS. OFC�OORETRACK 184
v 13AKED-ON PRIMER AND A
[3v= F Z14IE;THE DESIGN OF K POLYESTER PAINTED •:?: O INSIDE SLIDE BOLT
TOP COAT.F THE LOCK OPTION
DOUBLE TRACK
SUPPORTING STRUCTURAL ELEMENTS . GALV. STEEL U-BAR. LOW HEADROOM OPTION
(� ARE THE RESPONSIBILITY OF THE 2-1/4'TALL x 20 GA
11 11 PROFESSIONAL OF RECORD FOR THE SNAP LATCH ENGAGES
!ll���III 1111 BUILDING OR STRUCTURE AND IN (3) U-BARS ON DOORS UP TO 5 SECTIONS, (4) U-BARS ONTO VERTICAL TRACK.
:::::.
..-:.:
ACCORDANCE WITH CURRENT BUILDING �:•��• ON DOORS WITH 6 TO 7 SECTIONS, (5 U-BARS ON DOORS ONE SNAP LATCH ON
"''- WITH 8 SECTIONS. SELF ATTACHED W/21 1/4"x3/4"SELF EACH SIDE OF DOOR.
CODES FOR THE LOADS LISTED ON """
L-tea � '' TAPPING SCREWS AT EACH HINGE LOC TON. U-BARS MIN.
I THIS DRAWING.
_-_-_----_--v----,.-_MAX. _9_ ._ - YIELD STRENGTH: 50 KSI.
- _ -
INSIDE ELEVATION (WOOD FRAME BUILDINGS): 'iiiii—27 GA STEEL GALV. INTERIOR SKIN
1/2'x3" LAG SCREWS ON WITH A 13AKED-ON PRIMER
STOP MOULDING BY DOOR 24'CENTERS. 1-1/8' O.D. AND A BAKED-ON POLYESTER PAINTED TOP COAT. OUTSIDE KEYED END
INSTALLER (TO SUIT) WASHER REQUIRED. LAGHANDLE STILE
c.-.
--- --- -- - '----- -- --.. ...-..... SCREWS-..MAY-BE-`--- -}i?i•: _ ---- ------- — -- - --------- ---
- _ 20-GA:-MIN.-GALV STEEL=END-STILE- -- - ....
-%- %• •• - - - - COUNTERSUNK(BUT-NOT - 13 C. GALV.STEEL BOTTOM BRACKET._.-r� - - INSIDE HANDLE
REQUIRED) TO PROVIDE A ATTACHED WITH (4) #14x5/8"SHEET METAL SCREWS. OUTSIDE KEYED LOCK
12 GA. GALV. STEEL TRACK FLUSH MOUNTING SURFACE SNAP LATCH LOCK OPTION
HORIZONTAL JAMBS DO NOT
BRACKET FASTENED.TO WOOD_ -- - -- - -- - - -TRANSFER LOAD. - _- - ALUMINUM-EXTRUSION-
_JAMB WITH ONE-5/16"x1-1/23 &VINYL WEATHERSTRIP. - - -- - - --- - -- - --
WOOD LAG SCREW PER BRACKET. 14 GA MIN. GALV. STEEL CENTER HINGE
--
2'GALV. STEEL TRACK FASTENED TO BACK OF DOOR W/(4)
FASTENEDTOTRACK BRACKETS. EACH #14x5/8"SHEET METAL SCREWS. DESIGN ENGINEER: MARK WESTERFlD
EI , P.E. DESIGN LOADS: +28.0 P.S.F. & -29.0 P.S.F.
14 GA. GALV. STEEL ROLLER HINGE FLORIDA P.E. #48495, NC P.E. /23832,TEXAS P.E. 91513
EACH BRACKET ATTACHED WITH ONE FASTENED TO END STILES W/(4) EACH TEST LOADS: 142.0 P.S.F. & -43.5 P.S.F.
1/4"x5/8' BOLT& NUT Q$ 14x5/8'SHEET METAL SCREWS AND CLOPAY BUILDING PRODUCTS CO. A�1 WDUILDTD RATING I NAx.Sur,
TWO 1/4' RIVETS. 2) 1/4"SELF TAPPING SCREWS. Clopay — DUKE BLVD. PCI C-DSIE-IF173 W4 9'0" x 16-0-
2" 10 BALL SHORT STEM STEEL ROLLER WITH MASON, OH 45040 aATE.
STEEL OR ON,ROLLER 513 770-4800 10/14/97 DESCRIPTIDFb
JAMB CONFIGURATION PREPARATION OF.IAMBS BY OTHERS. Clopay CerpomtIon An RIghb Raa"rvad. DRAWN BTI
Building Products BMM MODEL 3203 +28/-29 PSF (DES. LOAD
R IDruvTNG NUNBFnsvEra
Company ao a¢a�MWW L 101758 IBC
FLOO QDDQ PROO DMC 7 APPRUDWAL 567