HomeMy WebLinkAboutProduct Approval 8-11-204
MODELS 27 GA SHORT 27 GA FLUSH 27 GA LONG
CLOPAY 4300, HDG 4301, HDGF 4310, HDGL
HOLMES 66, 66G, 6200 68, 6201 67, 67G, 6203
IDEAL SP200 SF200 SE200
D
(1) 20 GA. BACKER PLATE BETWEEN EACH
EMBOSS LOCATION THAT CONTAINS A CENTER
HINGE. ATTACHED WITH DOUBLE SIDED
ACRYLIC ADHESIVE TO BACK OF DOOR. —� A
r
" I z
0
zw
5
iIN
S 2
SHEET,
1 OF 4 REV. NO. ZONE: D,
03 - 2/
04 - 2j
05 - 8/
OPTIONAL GLAZING MAY BE STANDARD OR IMPACT
RESISTANT GLAZING. STANDARD MAX SIZE 42"06".
IMPACT RESISTANT MAX SIZE 19-1/2"02"
SEE SECTION B-B ON SHEET TWO FOR DETAILS.
(GLAZING SHOWN IN INTERMEDIATE SECTION.)
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ro
L y
Y/
PI
w_
I
0
0
NO 63286
STATE OF
ii�4SlQNA, EN��p
DESIGN ENGINEER,
SCOTT HAMILTON. P.E.
4
_ 16 GA. DOUBLE END STILES.
MAY BE NOTCHED FOR LITES.
-VIEW "B" SEE SHEET THREE).
-VIEW "C. SEE SHEET THREE).
�- TWO POINT LOCKING
INTO TRACK.
REVISIONS
--CN NO. APPVD: DESCRIPTION
- SH UPDATED TOP BRACKET REQUIREMENT.
EN2736 SH REVISED MAX WINDOW SIZE AND TITLE BLOCK
- SH REMOVED WIND CHART
GLAZING SHOWN IN TOP SECTION,
�®
Mimi®gy
®limimim�
v1i1
,
►
`A
J
—m (2) LHR TOP BRACKETS USED AS SNAP LATCH ENGAGES
L-- A OPTIONAL OUTSIDE KEYED LOCK POSITION INNER BOTTOM BRACKET. ONTO VERTICAL TRACK.
MAX. DOOR WIDTH = 16'-2"ROLLER CARRIER (P/N ONE SNAP LATCH ON
INSIDE ELEVATIONS 0120394) USED WITH 3" TRACK. EACH SIDE OF DOOR.
LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE.
VENTS SHALL BE IN ACCORDANCE WITH CLOPAY DRAWING 101845.
DOOR HEIGHT
N OF
SECTIONS
UP TO 7'0'
4
7'3' TO 819'
5
9'0' TO 10'6'
6
10'9' TO 1213'
7
12'6' TO 14'0'
8
14'3' TO 15'9'
9
16'0,
10 .
MAX SECTI13N HEIGHT, 21'
SLIDE BOLT LOCK
ENGAGES INTO OUTSIDE
END VERTICAL TRACK. KEYED END
SILL' ONE LOCK ON HANDLE. STILE'
EACH SIDE OF
DOOR. INSIDE HANDLE
OUTSIDE EYED 0 K WITH
SNAP LATCH LOCK OPTION.
INSIDE SLIDE
LOCK OPTION,
I
IN
END
STILE. OUTSIDE B
HANDLE. LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
OUTSIDE KEYED LOCK WITH
LOCK BAR LOCKING,
DSIE-1F171
DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F.
TEST LOADS: +57.0 P& -63.0 P.S.F.
A
PART NO.: NA.S.F.
/
unlea. stated Otha,wlee
TOLERANCES a e
.0 a t.031
Clu a 8585 Duke Boulevard
PP Y
PORATION �N . 5-m-�8.53
`• / WlNOLOAD RATING
VV 6 D P 3 8
00d:.o15
=
.Doo d:.00s
.0000 m t.001
Degrees tl/r
Unless Stated Otherwise
OIMENSroNS ARE IN INCK5.1
DESCRIPTION: 2' EPS INS. DOORS To 16'2" (SEE TABLE FOR MODE LS
DRAWN BY: SH
DATE: 9/28/12
SCALE: NTS
DWG. D
CHECKED BY: SH
DATE: 10/12/1
SHEET 1 OF a
ISIZE
DWG. NO.: 104724-A/B
VER: IBC
3 2
FLOO RRIMA p OO DD MC T APPR OWAL CIS 077
4
MODELS 27 GA SHORT 27 GA FLUSH 27 GA LONG
CL13PAY 4300, HDG 4301, HDGF 4310, HDGL
HOLMES 66, 66G, 6200 66, 6201 671 67G, 6203
IDEAL SP200 SF200 SE200
D
IMPACT—RESI' -- -
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE
IMPACT -RESISTANT. OPTIONAL MAX WINDOW SIZE 19-1/2'k12" INJECTION -MOLDED
LNNATE FRONT FRAME
AND GLAZING1S GEA32T. AN APPROVED CC2
PLASTIC IIAC ACCORDANCE IBC/FB606AND N APPROVEDC1 PLASTIC IN
ACCORDANCE WITH FBC 2612.
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
CWIND LOAD ODE AND-ISEIARGE- AND SMALL -MISSILE IMPUILDING. CODE ACT RESISTANT -
SECTION
INTERNATIONAL BUILDING
SECTION B B (IMPACT=RESISTANT GLAZING OPTION
C j DETAL 'D'
OPTIONAL DECORATI
SNAP -IN INSERT.
---STRUCTURAL SILICONE SEALANT
(BETWEEN STEEL SKIN AND FRAME).
IMPACT RESISTANT
ONE-PIECE INJECTION-POLYSTYRENE14ETPAN HEAD MAAINER CHINE STo FCAMEES�H
B MOLDED GE LEXAN
SLX2432T FRONT
FRAME & GLAZING.
IMPACT -RESISTANT ASSEMBLY DETAILS
DRAWING 104724-A
HA
,��rtt urq�
...........
s:�� No 63286 '
A 9 t STATE OIF t44J Z
S,ONA'..�,���
DESIGN ENGINEER,
SCOTT HAMILTON. P.E.
FLORIDA LICENSE No. 63286
4
MULTIPURPOSE HIGH BOND TAPE
,(BETWEEN FRAME AND FACADE).
-DECORATIVE FRONT FACADE
3
3 2 1
SHEET- REVISIONS
2 OF 4 REV, NO. ZONE: DATE: ECN N0. APPVD: DESCRIPTION
OS - - - - SEE REVISION HISTORY ON SHEET ONE.
OPTIONAL DSB OR 1/8" ACYRLIC LITES AVAILABLE. OPTIONAL ACRYUC GLAZING IS
PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC
2606. THE
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
REGIONS (REF. CHAPTER 16 FBC/IBC).
SECTION B BANON IMPACT RESISTANT GLAZING OPTION)
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
IMPACT -RESISTANT FRAME. L25
n n
I
GLAZING
MOLDED INSIDE
LITE RETAINER. #&3/4" PAN HEAD SCREW
(10 SCREWS PER LITE).
STANDARD ASSEMBLY DETAILS
DRAWING 104724-8
DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F.
T ST LOADS: +57.0 P.S F. & -63.0 P.S.F. 8585 Dk Boaleverd
Unlase Stated OtheMse=CloPay Masan, OH 45040 USA
TOLERANCES.. TeL Na. 513-170-4800
.0 - t.031 CORPORA ION Fox No. 513-770-4853
.00 - t.015 DESCRIPTION: 2" EPS INS. DOORS TO
.000 - t.005 DRAWN BY: SH DATE: 9/28/
0000 - t.001
Degrees - t1/2• CHECKED BY: SH DATE: 10/12,
Unless Stated ONeIN
[ 0191RU DQPRODUCT N
2 GOO DD MCAT Qpp[
C
C
I1.=
"F4
-1F171
/A A
AD RATING
DP38
E FOR MODELS
DWG.
F 4 SIZE
IWAL 16107
S14F2
11
MODELS
27 GA SHORT
27 GA FLUSH
1 27 GA LONG
SHEET.
REVISIONS
CLOPAY
4300, HDG
4301, HDGF
4310, HDGL
3 OF 4 REV. NO.1 ZONE: I DATE: I ECN NO. APPVD: I DESCRIPTION
HOLMES
66, 66G, 6200
68, 6201
67, 67G, 6203
05 - - - - SEE REVISION HISTORY ON SHEET ONE.
IDEAL
SP200
SF200
SE200
D
FILLED
SILICOAl
FRONTNE
AND BACKCSKIJNEL N OF DOOR.
D
m1
III
HORIZONTAL (TOP) JAMB
(NO LOAD FROM DOOR)
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
NOTES
M.
FASTENER
TYPE
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO
THE 2x6 VERTICAL SYP ,(GRADE #2 OR 'BETTER) JAMBS. NO LOAD FROM THE DOOR IS
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +304 LB & —336 LB. PER LINEAR
FOOT OF JAMB.
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A
FLUSH MOUNTING SURFACE,
4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS M USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
2x6 VERTICAL JAMB
"I I'l
2x6 JAMB TO SUPPORTING 'STRUCTURE ATTACHMENT
runt Tn we ii— cnw errecw,cur n _ o e,,,... ....sue
M
ON —CENTER
:�:IM
DISTANCE
STEEL
BUILDING TYPE
FASTENER TYPE
BETWEEN a
WASHERS
FASTENERS
REQUIRED?
3000 PSI MIN. CONCRETE
—1 A.
1 4 x 1 MIN: EMBED TAPCON CONCRETE ANCHOR
_
8-1 4
I D
1 O.D.
3 8 X 1=34'-MIN EMBED WEJ—R ANKR TTTE SLEEVE ANCH R
INCLUDED
— —
IN UOED
—
O.
rtm AwmwM) A MK J.AHUNU Al NU MUKE [HAN 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.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"". EXCLUDING STUCCO THICKNESS.
(DESIGN ENGINEER,
SCOTT HAMILTON. P.E.
N
1.95" THICK, 1# DENSITY
EXPANDED POLYSTYRENE FOAM
INSULATION LAMINATED TO BOTH
EXTERIOR AND INTERIOR SKINS,
TONGUE AND GROOVE JOINTS. -
4"—
r
LVIEW "D"
4" TALL TAPER STRUT.
0.057" MIN. GALV. STEEL.
50 KSI. MIN.
27 GA (0.016" MIN.) EXTERIOR STEEL
SKIN WITH G-40 MIN. GALV. BAKED -ON
POLYESTER PAINTED TOP COAT APPLIED
TO BOTH SIDES OF STEEL SKIN.
#144/8" SHEET METAL SCREWS
0
0 0
(1,
1/4"x3/4" SELF 0
O TAPPING SCREWS.
1yIGA., END 18 TER GA. (MIN.) INTERMEDIATE HINd
E
VIEW "c"
3
(1) 12 GA. GALV. STEEL TOP ROLLER
BRACKETS (2-1/2" x 5-3/8"). EACH
BRACKET ATTACHED W/(4) #145/8" SHEET
METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS
AND NUTS PER BRACKET.
27 GA. (0.016" MIN.) INTERIOR STEEL SKIN
-(DRAWING QUALITY) WITH G-40 MIN. GALV.,
BAKED -ON PRIMER AND A BAKED -ON C
POLYESTER PAINTED TOP COAT APPLIED TO
BOTH SIDES OF STEEL SKIN.
14 GA. GALV. ROLLER HINGE. EACH HINGE
FASTENED TO END STILES WITH (4) #14x5/8"
SHEET METAL AND (2) 1/4"x3/4" SELF
TAPPING SCREWS. SEE VIEW "B'.
ONE 4" T-STRUT PER SECTION. (SEE
VIEW 'D'� EACH T-STRUT ATTACHED AT
EACH HINGE LOCATION WITH (2)
1/4"x3/4" SELF TAPPING SCREWS.
N
13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED
WITH (2) #14x5/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
SECTION A —A (SIDE VIEW)
DESIGN LOADS: &P.S.F. &
TEST LOADS:-+57.0 7.0 P.S.F. -63:3.0 0 P.S.F.IA
DSIE—IF171
PART NO.: NIAP.S.F.
Unless Stated 06.e 1.
TOLERANCES ,,
.0 t.031
C Cl 8585 Duke Boulevom
y % Ho. 6134770 4USA
0
CORPORATION Fax Ns. 513-770-4853
VINDLOAD RATING
W 6 D P 3 8
A
.00 f.015
.000 f .005
0000 = t.001
Degrees
oIMENSIONNSS Arse IN INCRES.
DESCRIPTION: 2" EPS INS. DOORS TO 16'2" (SEE TABLE FOR MODELS
DRAWN BY. SH
DATE: 9/28/12
SCALE: NTS
DWG. R
CHECKED BY: Si
DATE: 10/12/1
SHEET 3 OF 4
SIZE L
DWG. NO.: 104724-A/B
VET: IBC
2 G LOo L �DQ pRMUC T QPPUR"( WAL u 9i n77
4
4
MODELS 27 GA SHORT
CLOPAY 4300, HDG
H13LMES 66, 66G, 6200
IDEAL SP200
2" TRACK CONFIGURATION
DOORS UP TO 800 LEIS.
D
*: No 632736Ic
*'
4 9"t STATE OF •tu.
%%
DESIGN ENGINEER, _
SCOTT HAMILTON, P.E.
FLORID LICENSE No. 6328
4
3
27 GA FLUSH 27 GA LONG
4301, HDGF 4310, HDGL
68, 6201 67, 67G, 6203
SF200 SE200
NOTE: TRACK CONFIGURATION ABOVE THE
HORIZONTAL TRACK
DOOR OPENING DOES NOT AFFECT THE
SUPPORT BY DOOR
x; .WIND LOAD RATING OF THIS DOOR.
INSTALLER (TO SUIT).
DOOR COUNTERBALANCE SYSTEM
DOOR
HEIGHT "L"
13 GA GALV. STEEL FLAG BRACKET ATTACHED TO
66
JAMB WITH (3)5/16' X 1-5/8" LAG SCREWS
_
_
AND TO TRACK WITH (2) 1/4" RIVETS.
' AS ROD: SPACING NTE 14" O.C.
-6'
�63" 2" GALV. STEEL TRACK,
0-0
TRACK THICKNESS: 0.083".
10'
1 -
50'
-
1
TYP. 2-1/2' X 12 GA GALV.
STEEL TRACK BRACKETS,
-
ATTACHED TO JAMB WITH (1)
14 _
24" 5/16' X 1-5/8" LAG SCREW PER
TRACK BRACKET.
1 _
10"
-
fl-3-1/2'
SHEET-
4 OF 4 RE1.,
05
JAMB CONFIGURATION.
DOORS UP TO 800 LBS.
2
DATE: I ECN NO.
REVISIONS
SEE REVISION HISTORY ON SHEET ONE.
1" DOOR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB. SEE 3" MIN., OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT).
"JAMB PREPARATION NOTE". 16 CA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) #8 X 1/2' WAFER SCREW.
]��W,,,_;�ENO STILE DIM.: 5-3/4 X 2-1/8" X 3/8".
2-1/2" X 12 CA GALV. STEEL_
TRACK BRACKETS FASTENED TO
WOOD JAMBS WITH 5/6' X 1-5/8°
7/16"I.D. ROUND 18 GA. GALV. STEEL CENTER HINGE
LAC SCREWS NOT TO IXCEED 14'
PUSH NUT FASTENED TO SECTONS W/(4) EACH
714GkGALV.
MIN
. N. OF 9
() LAG
FASTENER. #14x5/8" SHEEP METAL SCREWS.
SCREWS REQUIRED PER JAMB.
STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH (114x5/8'
G'
SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE.
2' GALV. STEEL TRACK FASTENED TO
12 CA GALV STEEL TRACK BRACKETS
WITH EITHER (2) 1/4" DIA. RIVETS OR
(1) 1/4' X 5/8" BOLT & NUT PER
TRACK BRACKET.
PREPARATION
2" DIA. 7-1/2' LONG STEM. 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
SECTION C-C
LHR BRACKET (2-1/2" x 5-3/4" x 12GA)
OF JAMBS BY OTHERS.ATTACHED WITH (2) 1/4' x 3/4" SELF TAPPING
SCREWS. NOTE THAT LHR BRACKETS ARE ALSO
USED WITH "DOUBLE END STILE" AS SHOWN IN
ZONE B-3 SHEET 1.
JAMB CONFIGURATION DOUBLE TRACK
DOORS 800 LBS AND OVER. LOW HEADROOM OPTION
(AVAIL FOR BOTH 2' AND 3" TRACK)
;tW
HORIZONTAL.
1" DOOR OVERLAP (EACH SIDE) —
3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK 1 2X6 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER (TO SUIT).
THICKNESS: 0.101". ANGLE THICKNESS: 0.080'. `•'HORIZONTAL TRACK "'�B PREPARATION NOTE'. 16 GA GALV. SREL DOUBLE -END -SOLE FASTENED WITH (1) #8 X 1/2" WAFER
MIN. ANGLE DIMENSIONS 3-1/4" x 2-7/8'. SUPPORT BY DOOR .
SCREW. END STILE DIM.: 5-3/4 X 2-1/8" X 3/8".
;6L
VERTICAL/HORIZONTAL TRACK 14" MAXIMUM SPACING INSTALLER (TO SUIT).
JUNCTION. TWO 1/4" BOLTS FROM LAST MOUNTING 3-b/4' x 2-7/8" MIN. x O.OBO" TAPERED
rs ANGLE. SEE LAG BOLT MOUNTING AT TRACK 7/76" I.O. 4�#145/8'
18 GA. GALV. STEEL CENTER HINGE
&NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTON CONFIGURATION BELOW. FASTENED TO SECTIONS W/(4) EACH
PUSH NUT
SHEET METAL SCREWS.
ADDITIONAL MOUNTING SLOTS FASTENER,
g SPACED AT 12" CENTERS.
0.101" THICK 3" GALV. STEEL TRACK FASTENED 14 CA GALV. STEEL ROLLER HINGES FASTENED TO END
0 12" ON CENTER TO TAPERED ANGLE TRACK ATTACHED TO STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS
_ TAPERED ANGLE WITH ONE 1/4"x5/8" BOLT & AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
46"
NUT AT EACH MOUNTING SLAT.
= 3" DIA 8-1/2" LONG STEM BALL BEARING STEEL ROLLER.
z SECTION C-C MANUFACTURING PRODUCT CODE
NE. Y.' TRACK BOLT AND NUT AT EACH 7."
%fib i 7 '
w 34" MOUNTING SLAT LOCATION. ��'� PREPARATION 'OF JAMBS BY OTHERS. DSIE-1FI7I
a DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. PART N0.• N A
TEST LOADS: +57.0 P.S.F. & -63.0 P.S.F. /
DOOR VERTICAL Unlace Stated Otherwise ,r'0p q 8585 Duke Boulevard WINDLOAD RATING
22" HEIGHT TRACK LENGTH as Mason, OR 45040 USA
7 TOLERANCES are T y TeL Ro. 513-770-4800 W 6 D P 3 8
9 - 6 ONE 6 x 1-5/8' LAG SCREW SPACED AT THE SAME ..0 = t.015 84 CORPORA 10 Fax No. 513-770-4853
10" 1 - Os DISTANCES As 7HE TRACK BOLTs (I.E. 3-t/2", 10', 22', 34", .a00 = t,005 DESCRIPTION: 2" EPS INS. DOORS TO 16'2" (SEE TABLE FOR MODELS)
1 -0 13 46% ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16", 28", & .0000 t.001 DRAWN BY: SH DATE: B/28/12 SCALE: NTS. DWG. R
-3-1/2" 14 -0 Ass 40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE / CHECKED BY: sH DATE: 10 12/1 SHEET 4 OF a SIZE B
i6 -O 180 Degrees t 1 2'
• • • • • • • • • • VERTICAL/HORIZONTAL TRACK JUNCTION, Unless Stated Otherwise /
DIMENSIONS ARE IN ,NCHEs. DWG. NO.: 104724-A/B VER: IBC
3 2 FLOO NODQ P ODMC 7 QppI-100WAL 16107
TASTE, TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR.
CENTER HANG REQUIRED FOR
,l-DOORS OVER 8' HIGH.
n