HomeMy WebLinkAboutProduct Approval -a
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MODELS 27 GA SHORT 27 GA FLUSH 27 GA LONGsHEEr, ?
_ REVISIONS
CLDPAY 4300, HDG 4301, HDGF 4310, HDGL 1 OF 4 REV. N0. ZONE: DATE: ECN N0. APPUD: DESCRIPTION
HOLFIES 66, 66G. 6200 66, 6201 67, 67G, 6203
02 1 - 112/2a/121I SH I ADDED FBC 2612 REFERENCE.
IDEAL SP200 SF200SE200 OPTIONAL GLAZING MAY BE STANDARD OR IMPACT
RESISTANT GLAZING. SEE SECTION B-B ON SHEET
TWO FOR DETAILS. (GLAZING SHOWN IN D
D (1) 20 GA. BACKER PLATE BETWEEN EACH INTERMEDIATE SECTION.)
EMBOSS LOCATION THAT CONTAINS A CENTER /
HINGE. ATTACHED WITH DOUBLE SIDED
----ACRYLIC ADHESIVE-TO-BACK OF-DOOR. —+`A _ --
STRUT AND TOP BRACKET
/ ` / ,/ / - ARRANGEMENT WITH STANDARD STRUT AND TOP BRACKET ARRANGEMENT VATH
La` ! / GLAZED E(5 IODWTOP SECTIOIJ SOLID OR STANDARD ENDSTILE AND IITES IN TOP SECTION.
16 GA. DOUBLE END STILES.
_ MAY BE NOTCHED FOR LITES. � � � � /
I r-_____;i ; ______ i i'___ Y1 Ir._______YI IY______YI Ir______Yr ir______i; Ir______ _
;I II I, It / � / � �� � / � / � / �/ / ,/
_x_C Fr=_ VIEW "B" (SEE SHEET THREE). _
VIEW "C" (SEE SHEET THREE).
i n n u n n
" it I ii i u u u n
Cil====__
N O
. '
I mom
TWO POINT LOCK114G
INTO TRACK.Ng
(2) LHR TOP BRACKETS USED AS
—�A INNER BOTTOM BRACKET.
MAX. DOOR WIDTH = 18'-2" (1} 3-IN ROLLER CARRIER (P/N SNAP LATCH ENGAGES END
INSIDE ELEVATIONS 0120394) USED WITH 3" TRACK. ONTO VERTICAL TRACK. STILE.
DOOR HEIGHT 0 IO LOCATION OF OPTIONAL VENTS. 70TAL VENT OPENINGS: 60 IN' PER VEHICLE. ONE SNAP LATCH ON
SECTIONS I EACH SIDE OF DOOR.
UP TO 7.0' q VENTS SHALL BE IN ACCORDANCE WITH CLDPAY DRAWING 101845. SLIDE BOLT LOCK
END ENGAGES INTO
T3' TO 8'9' S VERTICAL TRACK.
9'0' TO IG'6' 6 STILE. ONE LOCK ON HANDLE.
UTS
10'9' TO 1203' 0 IDE
7 I LOCK BAR
EACH,SIDE OF OUTSIDE END ENGAGES IN
DOOR
12'6' TO 1410' 8 KEYED TRACK ON
14'3' TO I5'9' 9 HANDLE. STILE, EACH SIDE
1610' 10 OF DOOR.
FLAX SECTION HEIGHTr 21' 112510E SLIDE BOLT INSIDE HANDLE
THIS DDDR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE LOCK OPTION. OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH
ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA
1'71 TF,, BUILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON SNAP LATCH LOCK OPTION. LOCK BAR LOCKING.
Gp�S HAly�GTL�i� BUI DINGoF
2)DOOR HAS FOLLOWINGOR THE 2'OF IDTHCONDINOBUILDiur'SCENDEZONE. 3)
ENg�_C! �iANY ROOF SLOPE,AND 4) TESTING IN ACCORDA14CE WITH
ANSI/DASMA 108.SITE-SPECIFIC CALCULATIONS BY A OUAUFIED
,:• NO 6 2 6 •:*^ DESIGN PROFESSIONAL MAY DIFFER.
F,31
MANUFACTURING PRODUCT CODE
r`^ L ffC:,ATEG60
160 ]65 175 165 200 DSIE-1F171
_ DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F.
TEST LOADS: +57.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A A
A p•: STATES OF :•TU: B, C,D B,C. D B,C B,c BO'. CT/ Vnl_ss SloteA Olner+;se Clopay 8585 Cuke Boulevord WINGLOAD RATINGO R 1 � � 25' IS' 25' IS' 30' TOLERANCES— Tel.W.513OH 4770 AEOD 5040 USA W D P 3 8
S �� .O x.031 Ue&q Pwl as Ccmccn7 Fn Ilo.513-77G-4853
_ o�hri....11 � _ .OD 1.015 DESCRIPTION: 2" EPS INS. DOORS TO 18'2' (SEE TABLE FOR MODELS!
.DDD1.005
DESIGN ENGINEER: .0000 t. 01 DRAWN BY: SH DATE: 71/6/12 SCALE:-NTS - DWG.T{--�{
SCOTT HAIAILTOW. P.E. Degrees 11/2' CHECKED BY: SH DATE: 1118/12 SHEET 1 OF 4 SIZE J.J
FLORIDA LICFFISE 1.10. 63286 Imes Strom olno«;se
---- -- --- -- ___ _- __ _ _ - _ DIMENSIC.S ARE In INCHES.DWG. NO.: 104751-A/B I VER: IBC
- - -- SL% R0 -po --6-0-OPME.), -
O
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FILE"
ye
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MODELS 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET, 4REVISIONS DESCRIPTION
CLOPAY 4300, HDG 4301, HDGF 4310, HDGL 2 OF REV. NO, ZONE. DATE.� ECN NO. APPVD:
02 REVISION
HISTORY ON SHEET ONE
HOLMES 66, 66G. 6200 68, 6201 67, 67G, 6203
IDEAL SP200 SF200 SE:20O
D
D
IMPACT-RESISTANT CONSTRUCTION: STANOARD ASSEMBLY CONSTRUCTION:
SOLID COORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8"ACYRILIC 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 LEXA14 SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606.
ISC/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 REOUIREMEN7S 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 III FBC/IBC).
SECTION B-B...(IMPACT-RESISTANT GLAZING OPTIONI SECTION B-B (NON-IMPACT RESISTANT GLAZING OPTION)
c DETAIL'0'
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
DETAIL D. IMPACT-RESISTANT FRAME.
OPTIONAL DECORATIVEMULTLPL,RPOSE HIGH BOND TAPE
SNAP-IN INSERT
(BETWEEN FRAME AND FACADE).
DECORATIVE FRONT FACADE.
GLAZING
MOLDED 1LITE RETAINERINSIDEGLAZING
STRUCTURAL SILICONE SEALANT PAN HEAD SCREW,
(BMNEEN STEEL SION AND FRAJM). (10 SCREWS PER LITE).
IMPACT RESISTANT
ONE-PIECE INJECTION [POLYSTYRENE RETAINER FASTENED To FRAME WITH CS
MOLDED GE LEXAN (10) go. 3/4�*PAN HEAD MACHINE SCREWS.
LJ SLX2432T FRONT
FRAME&GLAZING.
IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY
DETAILS TAILS
DRAWING 104751-A DFAWING 1047751AB
• MANUFAC7URING PRODUCT CODE
No 6 2 6 DSIE-IF171
DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A
EST LCLAOS� +57.0 P.S,F- & -63.0 P.S.F.
E Ur.le'S Slaled Otherli!Ne 8585 Duke Ldevad VINDLOAD RATING
TOLERANCES plinpay Uo"n,OH 45040 USA
To'No,513-770-4800 W6 DP38
le R I 1D. .0 - +-031 �_7704853
Bai,g Ps-dats C_.par, F..NO.5
EPS INS. COORS TO 18'2" (SEE TABLE FOR MODELS'
.015 DESCRIPTION: 2 11/6/12 SCALE: NTS DW
.0000 :L.005 DRAWN rY: SH
000 - t,00t - G-B
DESIGN ENGINEER: Oeg—1 t1jY CHECKED BY: SH JDATE: 11/8/12 ISHEET 2 OF 4 SIZE
SCOTT HAMILTON. P.E. GVER: IEG
FLORIDA LICENSE No. 63286 :rOkN . NO.: 104751-AIB OPH L-1(al(07
2FL01 -PRODUCT--/A GWA
-3-
4 3 2 1
140DELS 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET• REVISIONS
CLOPAY 4300, HDG 4301, H➢GF 4310, HDGL 3 OF =F REV. 1,10. ZONE: DATE: I ECN 1.10. APPVD: DESCRIPTION
HOLMES 66, 66G, 6200 68, 6201 67, 67G, 6203
02 - - - - SEE REV+SIGN HISTORY ON SHEET ONE.
IDEAL SP200 SF200 SE200
D SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR.
HORIZONTAL (TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT
_(NO LOAD FROM DOOR) 140T --- --- - - -
i. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO 195" THICK,
THE 2.6 VERTICAL SYP(GRADE (!2 OR BETTER)JAMBS. NO LOAD FROM THE DOOR IS 1. I1 DENSITY
TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. EXPANDED POLYSTYRENE FOAM
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+342 LB &-378 LB. PER LINEAR 114SULATION LAMINATED TO BOTH (2) 12 GA. GALV. STEEL TOP ROLLER
FOOT OF JAMB. EXTERIOR AND INTERIOR SKINS- BRACKETS (2-1/2'• z 5-3/8"). EACH
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A
FASTENER BRACKET ATTACHED W/(4) 14x5/8'• SHEET
FLUSH MOUNTING SURFACE.
TYPE 4. A.I/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
r LOADS FOR ANCHORS AIJD FASTENERS FOR STEEL,CONCRETE AND MASONRY.
TO TOP BRACKET WITH (2) 1/4"xl/2" BOLTS
AND 14UTS PER BRACKET.
MAX.O.C.
TONGUE'AND GROOVE JOINTS. 27 GA. (0.016" MIN.) INTERIOR STEEL SKIN
r (DRAWING DUALITY) WITH G-40 MIN. GALV.,
l• ABA:KEO–ON PRIMER AND A BAKED–ON C
f 4"— POLYESTER PAINTED TOP COAT APPLIED TO
r2x6 VERTICAL JAMB- I BOTH SIDES OF STEEL SKIN.
7 4-1/ 14 GA. GALV. ROLLER HINGE. EACH HINGE
L FASTENED TO END STILES WITH (4) ll4x5/8"
VIEFV "DA. SHEET METAL AND (2) 1/4•'x3/4" SELF
4"TALL TAPER STRUT. TAPPING SCREWS. SEE VIEW "B".
NUN. 0.062" GALV. STEEL,
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT MIN. 80 KSI.
(NOT TO BE USED FOR ATTACHMENT CF TRACK ANGLE TO 2.6 VER71CAL JAV5S OR SUPPORTING STRUCTURE) ONE 4" T-STRUT PER SECTION. (SEE
CE
014-CENTER VIEW "D") EACH T-STRUT ATTACHED AT
DANSTEEL 27 GA (0.016" MIN.) EXTERIOR EACH HINGE LOCATION WITH (2)
BUILDING TYPE FASTENER.TYPE BEEWASHERS 1 4"x
�FmAST,mEluJERS_'REQUIRED' STEEL SKIN WITH G-40 LAIN. / 3/4" SELF TAPPING SCREWS.
B CK W"
,
I a'x t-t a"Eula.
EMBED TAPCDIJ CONCRETE ANCHOR 16-3 a" i"O.D. GALV. BAKED-ON POLYESTER
3000 PSI ArEN.CONCRETE 1 4 z 1'MIN. EI,IULU TAPCGN CGt4Cn'E7E ANCHOR 7-i/:- 1-O.D. PAINTED TOP COAT APPLIED TO
Z 3 8"X 1-3/4*'MIN. EMBED WEJ-IT ANKR TTE SLEEVE ANCHOR NCI II -1 BOTH SIDES OF'STEEL SKIN.
4 I I.IrN N R'i 8"X 1- 4-MIN 1.1 • 1'J- ANKR TIT-SLEEVE.ANCHOR a" INCLUDED
VoonArr " AiASIM A307 G,A - IURE 1 0. .
• FIRST(BOTTOM)A14CHOR 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. WITH (2)13 GA GALV. STEEL BOTTOM BRACKET ATTACHED
TEETEE SHEET METAL SCREWS.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"",EXCLUDING STUCCO THICKNESS. 14x
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
O'jil'( IiA (,,I, i O/ O((14x5/8" SHEET METAL SCREWS
SECTION A–A (SIDE VIEW)
'O1,,, d7
0 0
* N0 632 G *! MANUFACTURING PRODUCT CODE
OO O 1/4-'x3/4- SELF 0 DSIE-1F171
DESIGN LOADS: +38.0 P.S.F. & –42.0 P.S.F.
A 9''. STA E OFs :•41J O O TAPPI14G SCREWS. TEST LOADS: +57.0 P.S.F. & –63.0 P S.F. PART NO.: N/A n
O• Zu 14 GA. END HINGES 18 CA- (MIN.) INTERMEDIATE HINGE unless 6toted Omerwtse ® 6585 Duke Bce!esrord VINDLOAD RATING A
"' cCO Q"NL VIEW B" VIEW TOLERANCES are [;lQpay Meson•04 45040 USA W 6 P 3 8
O R 1 -�LE'J_.- -1F C_" ® TeL Ii,513-770-48Co
Ali`rd ••'• �G�� O= 3.031 &iU1 1 Prctlx s Ccr�c4y Fa.No.513-770-4653
'Jn�ItNA it�tW�` __ .00= ±.015 DESCRIPTION: 2" EPS INS. DOORS TO 18'2" (SEE TABLE FOR MODELS'
.000 3.005
.0000 = 3.001" DRAWN BY: SH DATE: 11/6/12 SCALE: NTS _ Dyy(,_�
DESIGN ENGINEER: Degrees = 31/7 CHECKED 61': SH DATE: 11 8 12 SHEET 3 OF 4 SIZE
SCOTT HAMILTON, P.E. - /
FLORIDA LICENSE No. 63286 unless st—e Olhen.11
-- - --_ -- _ _ _ -- --- -- - --_ ---- --- --- - -- --- -------- VIMENSroNS .RC w IN.�ES. DWG. 140.: 104751-A/8 VER: IBC
( 4 3 2 1
MODELS 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET, REVISIONS
CLOPAY 4300, HOG 4301, HDGF 4310, HDGL 4 OF 4 IREV. NO.1 ZONE: I DATE: ECN P10. APPVO:I DESCRIPTION
HOLMES 66, 66G, 6200 68, 6201 67, 67G, 6203 02 - - - - SEE REVISION HISTORY ON SHEET ONE._.
IDEAL SP200 SF200 SE200
D 2" TRACK CONFIGURA11014 UOTF-TRACK CONFIGURATION ABOVE THE HORIZONTAL TRACK
DOOR OPENING DOES NGT AFFECT THED
DOORS UP TO 800 LBS SUPPORT FDOOR
IYIt40 LOAD RATING OF THIS DDDR. INSTALLER(T
STAILER(TO SUR).
r DOOR COUNTERBALANCE SYSTEM - JAMB CONFIGURATION - _
L - DOORrHEIGHT "L" QmQQR_5 U?TQ BDO LBS. - - - - —�---- - -
" 13 GA.GALV.STEEL FLAG BRACKET ATTACHED TO 5'-6" 70"1
1 JAMB Vi17H(3)5/16"X 1-5/8"LAG SCREWS 7'-0" 76"
AND TO TRACK WITH (2) 1/4`RIVETS. 7•_ .•I 87"1 I"DOOR OVERLAP(EACH SIDE)
'-O" 2.6 SYR%%DOD JAMB.SEE 3"ASirL OPTIONAL STOP PAOULDING BY INSTALLER(TO SUR).
AS ROD: SPACING NTE 14"O.C. B'-6" a" "JAMB PREPARATION NOTE". : 16 GA GALV. STEEL DOUBLE-END-STILE FASTENED WITH(1)(18 X 1/2"WAFER SCREV/.
= 9--Q"too- END STILE DIM.:5-3/4 X 2-1/8"X 3/8".
m 9'-6 I Qfi" J
g 63' 2"GALV.STEEL TRACK,
TRACK THICKNESS:0.083". 10-6"118 2-1/2'X 12 GA GALV. STEEL
e T1'-O"I^•1` TRACK BRACKETS FASTENED TO
50" 11'-6"130' WOOD JAU05 1YRH 5/6`X 1-5/8" 18 G0. GALV.STEEL CENTER HINGE
^L^ 12'-0"136" LAG SCREWS NOT TO EXCEED to PUSH NUT ROUND
FASTENED TO SECTIONS N'/(4)EACH
i 38'•
12'-6"1� ON-CENTER.MIN. OF(9)LAG FASTENER. 814x5/8"SHEET METAL SCREWS.
C TYP.2-1/2`X 12 GA GALV. 3'-0"J17
SCREWS REQUIRED PER JAMB.
z STEEL TRACK BRACKETS, 1 " 14 G4. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH ,f4x5/8` C
w _ ATTACHED TO JAMB VA7H(1) 14'-D" SHEET METAL SCREWS AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE.
0 24 5/16"X 1-5/8-LAG SCREE!PER 14'- ` 2'GALV. STEEL TRACK FASTENED TO
TRACK BRACKET. 15'-0" 12 CA GALV STEEL TRACK BRACKETS
1.1 'WITH EITHER (2) 1/4"DIA.RIVETS OR 2"DIA. 7-f/2"LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
16-0" (1) 1/4`X 5/8"BOLT& LWT PER SECTIOo-I C-C
3-1/2'• TRACK BRACKET. LHR BRACKET(2-1/2"x 5-3/4-x 12GA)
PREPARATION OF JAMB$ BY OTHERS ATTACHED WITH (2) 1/4"x 3/4"SELF TAPPING
SCREWS. NOTE THAT LHR BRACKETS ARE ALSO
USED%17TH"DOUBLE END STILE'AS SHOWN IN
hML-TRACK CONFIGURATION ABOVE THE KEET 1.
3" TRACK CONFIGURATION DOOR OPENING DOES NOT AFFECT THE
JAMB CONFIGURATION DOUBLE TRACK
ODORS POO LBS ANO FIVER V/IND LOAD RATING OF TH15 DOOR.CENTER HANG REQUIRED FOR DOORS Al IBS AND OV R COV/HEADBOOM OPTION
DOOR$OVER 8' HIGH. (AVAIL. FOR BOTH 2"AND 3"TRACK)
HORIZONTAL
--_ __ _ I-DOOR OVERLAP (EACH SIDE)
B 3'GALV.TAPERED STEEL TRACK AND ANGLE.TRACK 2x6 SYP%ODD JALIB.SEE STOP MOULDING BY DOOR INSTALLER(TO SUIT). p
"JAMS PREPARATION NOTE". i //rr 16 CA GALV.STEEL DOUBLE-END-STILE FASTENED WITH(1) #'8 X 1/2`WAFER O
TII THICKt4E55:0.101".ANGLE THICKNESS:0.080". HORIZONTAL TRACK "� %( >' ?`// SCREW.END STILE DIM.:5-3/4 X 2-1/8"X 3/8'.
IAN.ANGLE DIMENSIONS 3-1/4"x 2-7/8`. SUPPORT BY DOOR J
VERTICAL/HORIZONTAL TRACK 14`tdAXIMUAf SPACING INSTALLER (TO SUIT),
JUNCTION.TWO 1/4"BOLTS FROl.I ULST MOUNTING
3-1/4"x 2-7/8'AIIM, a 0.080"TAPERED
&NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE. SEE LAG BOLT MOUNTING AT TRACK .p 18 GA.GALV.STEEL CENIER HINGE
CONFIGURATION BELOW. / �1 7/16"1.0.ROUND FASTENED TO SECTIONS W/(4) EACH
x J/// 1 PUSH NUT
ADDITIONAL MOUNTING SLOTS ` 14x5/8"SHEET METAL SCREWS.
$PACED AT 12"CENTERS. FASTENER.
0.101"THICK 3'GALV. STEEL TRACK FASTENED 14 GA.GALV. STEEL ROLLER HINGES FASTENED TO END
J��T1( HAT+++++0 a 12'ON CENTER TO TAPERED ANGLE.TRACK ATTACHED TO STILES W/(4) EACH#14x5/8"SHEET METAL SCREWS
O•� .. +jam TAPERED ANGLE WITH 014E 1/4"xS/8"BOLT & AND (2) 1/4"SELF TAPPING SCREWS PER END HINGE.
,���fp•��G E NS+�,;O.L%' 46" NUT AT EACH MOUNTING SLOT.
x 3"DIA. B-1/2"LONG STELA BALL BEARING STEEL ROLLER.
NO 632 6 SECTION C-C MANUFACTURING PRODUCT CODE
*;• *r z Js" NE.Y"TRACK BOLT AND NUT AT EACH "� r.'::GTT'%� PREPARATION OF JAMBS BY OTHERS. DSIE-IF171
I.IOU24TING SLOT LOCATION.
DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A
TEST LOADS: +57.0 P.S.F. 8: -63.0 P.S.F. n
S TE OF :<tA` DOOR VERTICAL Unless Stated Omerase 8585 Duke Boulerord VINDLOAD RATING A
22' HEIGHT'-0" TRACK LENGTH ®Clopay _
653
O R I O P"���� 7—0 7z TOLERANCES ore Tel. ,ON 15040 USA /C D P 3 8
Tel.No. N-770-4600 W C7
+,++%/ 3 70
,/fit, -1"�" --- - 1O 90•oO'108 DSTAtVCES ONE 5/1 "AS THE/8"LAGCK DSCREWOLTS(SP 3ED AT. HE 22E 34 .000= f 005 DIESCRIPTION: 2" EPS ItNIS 51DOORS4 TO 18'2" (SEE TABLE FOR MODELS;
12-O 132 46", ETC,). ADDITIONAL LAG SCREWS LOCATED AT 16". 28 & .000.'1= 3.001 DRAWN BY: SH DATE: I I/6/12 SCALE:-NTS---- _
GYtG.
DESIGN ENGINEER: 3-1/2 16—o 150 40"FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees = 31/2' CHECKED BY: SH DATE: 11/8/12 SHEET 4 OF 4 SIZE
SCOTT HAMILTON. P.E. '''''`' ''''' VERTICAL/HOPAZONT.AL TRACK JUNCTION.
FLORIDA LICENSE No. 63236 Unless ons A Olx,, uc
lu
__- .__ - __ _- _ D�A•nlslus�[IN c:w[s.jDSt'G. NO.: 104751-a/D VER: IBC
4 - - -- -- 3 - - --- - -- -----
I
December 12, 2012 (revised 8/28/15)
Evaluation Report for Clopay Building Products Company Sectional Garage
Doors, W6 through W8
i
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 202-1994, ASTM-E330-2002 and
ANSI/DASMA 108-2005. Missile Impact an.d 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 doQrs._with Manufacturing Product Code (MPC) PAN-2F_16-3
104710-A-RevO3, max. door size 16'2" x 16'0"; +36/-42 PSF (design load)
104761-A-ReVO2, max. door size 18'2" x 16'0"; +36/-42 PSF (design load)
I
TABLE 2' Drawings for doors with Manufacturing Product Code (MPC) PAN-2F143: j
104753-A-Rev02, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
104762-ReV02, max. door size 18'2" x 16'0"; +41/-46 PSF (design load)
104754-RevO2, max. door size 16'2" x 16'0"; +46/-50 PSF (design load)
I
TABLE 3: Drawings for doors with Ma u ac uring Prodgct Code (MPC) DSIE-1F171_:
104724-A-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
104751-A-Rev02, max. door site 18'2" x 16'0"; +38/-42 PSF (design load)
104736-Rev03, max. door size 16'2" x 16'0"; +46/-52 PSF (design load)
104752-ReV03, max., door size 1812" x 1610"; +46/-50 PSF (design load)
TABLE.4: DrawIncis for doors with Manufacturino Product Cerf MPC) DSIU-1F171:
104777-A-RevO2, max.. door size 18'2" x 16`0"; +38 -42 PSF (design load)
104778-Rev03, max. door size 16'2" x 16'0", +46/-52 PSF (design load)
104779-Rev03, max. door size 18'2" x 16'0"; +46/-50 PSF (design load)
TABLE S• Drawings for doors with Manufacturing Product Code (MPC) W-IG899
104439-Rev02, max. door size 9'0" x 1210"; +47/-55 PSF (design load)
i
PAGE 1 OF� FILE: CBPC_121212-A.3
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EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6^Wa
104998-ReV00, max. door size 16'2" x 12'0"; +41/-47 PSF (design load)
I 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.
TABLE 6: Drawings for dooca with Manufacturing_Product Code (MPC) PAN�2EL
104710-B-Rev03, max. door size 1612" x 16'0"; +36/=42 PSF (design load)
104761-B-ReV02, max. door size 18'2" x 16'0"; +36/-42 PSF (design load)
TABLE 7• Drawings for doors with Manufacturing Product Code (MPC PAN-2FI43;.
104753-B-RevG2, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
TABLE 8: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F171,
104724-B-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
104751-B-RevO2, max, door size 18'2" x 16'0"; +38/-42 PSF (design load)
TABLE 9• Drawings for doors with Manufacturing Product Code(MPC) DSIU-1F171:
104777-B-Rev02; max. door size 18'2" x 16'0"; +38/-42 PSF (design load)
Test Reports:
ATL-0801..01-12 (8/15/12), ATL-0813,01-12 (10/9/12), ATL-1.015.01-12
(11./3/12), ATL-111.3.01-12R (2/18/13), ATL-11.07.01-12 (11/20/12), ATL-
1023.01-12 (11./13/12), ATL-1009,01-12R (11/20/12), ATL-0827,01-12
(10/9/12), ATL 0123.01-14 (9/3/2014), ATL 0121..01-15 (2/6/201.5). 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-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. Optional Impact-Resistant Glazing is a one-piece injection-
molded front frame and glazing. The following models are at least structurally i
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,
AR5SV, EDSS, ED5SV. Not all models may be shown on a given drawing,
Product Description for doors with MPC PAN-2F143:
These doors consist of 2"thick steel pan sections with min. 24 ga.
(0,022") 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. Optional Impact-Resistant Glazing is a one-piece injection-
molded front frame and glazing, The following models are at least structurally
I
PAGE 2 of 4 FILE: CBPC_121212-A.3
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY.SECTIONAL GARAGE DOORS,W6-Wa
equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B. Not all models
may be shown on a given drawing.
Product Description for doors with MPC DSIE-1F171:
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 (IM). Optional Impact-Resistant
Glazing (IM) 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, 66166G, 67, 67G, 68, 6200, 6201, 6203,
SP200, SF200, SE200. Not all models may be shown on a given drawing.
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 i
section height is 21". These doors may have optional Impact-Resistarnt.Glazing.
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, 7201, 7203, 8200, 8201, 8203,
9200, 9201, 9203. Not all models may be shown on a given drawing.
Product Description for doors with MPC W-1899:
These doors consist of 2-13/16" custom wood door sections with
hemlock rails and stiles and decorative cladding and overlays, The maximum
section height is 28". These doors may have optional Impact-Resistant Glazing.
Optional Impact-Resistant Glazing is certified laminated glass as detailed on the i
individual drawings. The following models are at least structurally equivalent to
the tested door: CR800, MR800, CH900, CRDnnn. Not all models may be
shown on a given drawing.
Im act Resistant Glazing
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-06-1.024-17496,0 ASTM D2843, ASTM D635, ASTM
D1929.
Limitations:
I
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.
PAG[3 OF 4 PILE: CBPC_121212-A.3
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EVALUATION REPORT FOR CLOPAY BUILDING PRODucrs COMPANY SECTIONAL GARAGE DooRs,W6—W$
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 on the drawing(s) has reviewed the attachment
details and installation requirements.
Signature., HAA4 ee
%GENSA
No 63286
Scott al'ton, P.
Florida P. E. No. 63286
:5 STATE OF tIJ
001
Date: '9604 N
"-."0 R
del
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