HomeMy WebLinkAboutConstruction Plans; Swinging Exterior Door Assembliesa
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101
0
4
'CLASSIC' RAISED PANEL
MODELS 124.GA 1 5 GA
CLOPAY 84A, 94 73, 75
.IDEAL 4RST 6RS1
SHORT
EMBOSS DOORS
25 GA 24 GA
.76, 75L 98
2RST 4F
- LONG FLUSH
�•� -CLASSIC" -St
LONG PANEL
3
'CARRIAGE HOUSE' RAISED PANEL EMBOSS D
MODELS 25 GA
CLOPAY ;GALLERY' GD5S, GR
HOLNES 'ARTISTRY' AR5S
IDEAL 'CARRIAGE HOUSE' .ED5S
PANEL DESIGN .SHOWN., GALLERY
APPROVED. SEE TABLES BELOW
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N DOOR HEIGHT
ii OF
SECTIONS
UP TO 7:0'
4
7'3' TO'8'9'
5
9'0' 'TO 7D'6'
6
10'9' TO 12'3'
7
12'6' TD 14'0'
8
14'3' TO 15'9'
9
16'0-
10
MAX SECTION'HEIGHT:.21' -
DESIGN ENGINEER:
SCOTT HAMILTON. P.E.
2
1 OF 4 REV, No. ZON
03 1 —
AND "CLASSIC"
OPTIONAL GLAZING MAY BE STANDARD OR
IMPACT RESISTANT GLAZING. ONLY SHORT
'GLAZING ,IS APPROVED. SEE '.SECTION B-B ON
(SHEET TWO FOR DETAILS. (GLAZING SHOWN IN
INTERMEDIATE SECTION,) ro
VIEW "8" (SEE -SHEET THREE).
VIEW ^C" (SEE .SHEET THREE).
MCA.- STILES. ATTACHED TO
Z_ DOOR SKIN WITH ,PATENTED
TOG-L—LOC SYSTEM (TOP, BOTTOM &
CENTER): ATTACHED TO TOP AND
BOTTOM ;RAIL WITH PATENTED
TOG—L—LOC SYSTEM.
TWO POINT LOCKING
INTO TRACK.
L••—•—•-� A OPTIONAL OUTSIDE KEYED LOCK POSIOON.
MAX. DOOR WIDTH = 16'=2"
(2) LHR TOP BRACKETS USED AS
- INNER BOTTOM BRACKET.
(1) 3... ROLLER CARRIER (P/N
INSIDE ELEVATIONS 0120394) USED WITH 3" TRACK.
-LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN''PER VEHICLE.
'CLASSIC' RAISED PANEL EMBOSS DOORS.
.SHORT PANEL
LONG PANEL
C OF INTERN.
a OF 'STD
T 11F CORK
DDORR WIDTH
'STILES
DOOR WIDTH
INTERS STILES
INTERS STILES
(PER SECTION)
(_PER S£CTIOX)
'(PER SECTION)
9'2 TO 910,
3
9020 TO I1'2'
1
P=
f0'0 To 11'10-
4
Il4"TO 14010'
2
3
12'0' TO 1310'
5
1510, TO 1612,
3
4
1440' 70 15.10'
6
SEE NOTE BELOV REGARDING EXTRA
_"STILES ON LONG PANEL DOORS.
IWO' TO 162'
7
EXTRA STILES' FOR LONG —PANEL MODELS.
AODalONAL, IS GA COMMERCIAL INTERN, STILES REOUIRED AS NOTED ON
THE TABLES ABOVE.
THESE COMMERCIAL CENTER STILES ARE. ATTACHED MIOToir BETWEEN THE
.EXISTING RESIDENTIAL CENTER STILES. COMMERCL. CENTER STILES ARE
ATTACHED VAIN TOG—L—LOC (TOP & BOTTOM) OR (4) 3/I6- POP RIVETS
OR.(4).®S,SHEET METAL SCREWS:
'CARRIAGE HOUSE' RAISED
'PANEL EMBOSS DOORS
SHORT PANEL
DOOR WIDTH
0 OF INTERN.
STILES_ -
(PER SECTION)
9121 To 1010,
3
10'2 TO 11'4'
N/A
11'6 TO 14'6'
5
14.8"TO 16'2'
7
SUDE_BOLT LOCK
END ENGAGES INTO
STILE. VERTICAL TRACK.
- - - -- ONE LOCK ON
OF
4 NO. APPVD:
SH
ADDED 'LONG PANEL OPTION.
'ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS
LOCATION. ATTACHED 'A'/ TOG-L-LOC (TOP & BTM) AND
URETHANE ADHESIVE (ALONG CENTER).
EXTRA STILES MAY BE STANDARD (SHORT PANEL)OR
COMMERCIAL (LONG PANEL). SEE TABLES BELOW.
GLAZING SHOWN IN TOP SECTION.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
EACH SIDE OUTSIDE (ek_ END
DOOR. KEYED
HANDLE. STILE.
INSIDE SLIDE BOLT - INSIDE HANDLE
LOCK OPTION: OUTSIDEKEYED-LOCK-WITH
SNAP LATCH LOCK OPTION.
THIS DOOR MEETS OR EXCEEDS THE DESIGN,LOADS FOR. THE
ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE. FLORIDA
BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON
ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED
BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3)
ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH
ANSI/DASMA 108. SITE —SPECIFIC CALCULATIONS BY A QUALIDED
DESIGN PROFESSIONAL MAY DIFFER. -
ULTIMATE,FlIND
155
160
170
ISO
195
SPEED (MPH)
EXPOSURE
CATEGORY
B. C, -D
B, C, D
B, C
MEAN ROOF HEIGHT
25'
15'
25'
OUTSIDE
HANDLE.
DESIGN LOADS: .+36.0 P.S.F. & -42.0 P.S.F.
TEST LOADS' +54.0 P.S.F. "Be-63.0.'P.S.F.
Unless Stated Otherwise Clopay 8565 Duke 04
TOLERANCES *ie Kosoq off 5
Tel, No. 513---770
770
0 t.031 806,ng Frodlds Compoq FOX No. 513-770
00 f,015 DESCRIPTION: 2" STEEL PAN DO(
boo = 3.00,5 DRAWN BY: SH
.DODO = t.001 DATE: I -
Degrees = t1/2' CHECKED BY: SH DATE: 1
UNess Stated Olherw_ ise
DIMENSIONS ARE IN INCHES. DWG. NO.: 104710—A/B
END
STILE.
I EACH SIDE
OF DOOR.
OUTSIDE KEYED- LOCK WITH
LOCK BAR LOCKING.
SHORT PANEL: PAN-217153
LONG PANEL:IPAN-2FI56
ft
C
i
PART NO.: N/A ^
WINDL13AD RATING Fi
W6 DP36T
"W (SEE TABLE FOR MODELS)
SCALE: NTS DWG. R
SHEET 1 OF 4 ISIZE L)
VER: IBC
f
3
2
FLOG 0 PFiODUCT AP'
I
m
'CARRIAGE. HOUSE' RAISED PANEL
MODELS ,24 GA 25 GA 1 ,25 GA "24 GA _
C_ LOPAY 84A, 94 73, 75 1 76, 75L 98
IDEAL 4RST 6RST I '2RST 4F
IOSS DOORS
25 GA
ED5S
SHORT PP
SOLID DOORS (NO GLAZING) OR DOORS :V/ITH .OPTIONAL, IMPACT —RESISTANT GLAZING ARE
IMPACT —RESISTANT. OPTIONAL INJECTION —MOLDED POLYCARBONATE FRONT FRAME AND
GLAZING IS GE LEXAN SLX2432T. AN APPROVED CC2 PLASTIC 1N ACCORDANCE WITH
IBC/FBC'2606. AND AN APPROVED Ci PLASTIC IN ACCORDANCE WITH 'FBC 2612.
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND ,LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND IS LARGE— AND SMALL —MISSILE IMPACT RESISTANT.
SECTION B-B (IMPACT -RESISTANT GLAZING OPTION
,DETAIL 'D'
OPTIONAL DECORATIVE 225 - MULTIPURPOSE. HIGH BOND TAPE
SNAP —IN INSERT. '(BETWEEN FRAME AND FACADE).
! DECORATIVE FROM FACADE.
IL SILICONE SEALANT
STEEL SKIN AND FRAME). -
IMPACT .RESISTANT �
ONE—PIECE INJECTION EPOLYSTYRENE RETAINER FASTENED TO FRAME WOH
B MOLDED GE LEXAN (10) g8 x 3/4" PAN HEAD MACHINE SCREWS.
SLX2432T FRONT
FRAME & GLAZING.
IMPACT -RESISTANT ASSEMBLY DETAILS
DRAWING 104710-A
U i (�x
A O' STATE OF .�wZ,
FCl R IV N
`
2 I �
SHEET= I 'REVISIONS
Z OF 4 REV. NO. ZONE: I DATE: I ECN NO. APPVD: DESCRIPTION
03 - I - I - I SH •SEE REVISION HISTORY ON .SHEET ONE.
OPTIONAL DS8 OR 1/8" ACYRUC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS
PLASKOUTE 'OPTIX OR LUCRE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC
2606.
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
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-B (NON -IMPACT RESISTANT GLAZING OPTION)
MOLDED INSIDE
LITE RETAINER.
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
IMPACT —RESISTANT FRAME.
y8x3/4' PAN HEAD SCREW
(10 SCREWS PER LITE).
STANDARD ASSEMBLY DETAILS
DRAWING 104710-113
.S.F. & —42.6 P.S.F. -- ---- - — - -
IULLKANGLJ are
_
Plupuy
0 = 3.031
Bulling Products Comport!
00 = i.015
DESCRIPTION: 2'
.00o =
y.00s
.0000 = —.001
DRAWN BY: SH
Degrees = t1/2'
CHECKED BY: SH
ess Stated Otherw;se
ENSIGNS .ARE IN NCHES.
DWG. NO.: 10471(
11
C
5m
PART NO.. N/A. ___ A
85B5 Ouke:Boufev8rd WINDLOA➢ RATING
Mason, 51 45040 USA W 6 D P 3 6 T
No 513-770-48 Fox
Faz No 513-770-4853 53
STEEL PAN DOORS 16'2'W (SEE TABLE FOR MODELS)
DATE: 11/19/12 SCALE: NITS DWG. R
PATE: 11/20/1 SHEET 2 OF a SIZE JJ
I-A/e VER. IBC
G.'
3
2
C APPF�OO VAL 16546
0
i'
0
4
'CLASSIC' RAISED PANEL EMBOSS DOORS
M13DELS 24 GA 25 GA '25 GA 24
CLOPAY 84A, 94 73, - 75'1 76, 75L I '.
ST 6RST '2RST 4F
48B, 42, 42B -- --
SHORT I LUNG FLUSH
r- HORIZONTAL (TOP).JAMB
I (NO LGAU FKUM UOQH)
FASTENER
TYPE
MAX. O.C.
i
2x6 VERTICAL JAMB
3
'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS
MODELS 1 25 GA
CLOPAY 'GALLERY' I GD5S, GR5S
ED5S
SHORT Pf
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
2
-ET' REVISIONS
3 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD:
03 - - - SH I SEE REVISION HISTORY
NOTES
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO 'THE TRACK AND THEN FROM THE TRACK TO
THE.2x6 VERTICAL SYP-(GRADE B2 OR SETTER) JAMBS. NO LOAD TROM THE DOOR IS
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
2! EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +288 LB & -335 LB.'.PER LINEAR
FOOT OF JAMB.
S. 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 NOT USED. IN THE CALCULATION OF ALLOWABLE
LOADSFORANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
MAXIMUM
ON -CENTER
DISTANCE
STEEL
BETWEEN
WASHERS
BUILDING TYPE
FASTENER TYPE _
FASTENERS"
REQUIRED?
BLOCK WALL
!'Ix l-1 4" N.IN. EMB D TAPCON CONCRETE ANCHOR -
7-1/2" -
1"'O.D.
3000,PSI MIN. CONCRETE.-
1 V x 1" MIN. EMBED TAPCON CONGNLIL ANCHOR - _
8-1/4-
1" O.D_
2000 PSI MIN CONCREIE
3 8" X 1-3/4- MIN -'EMBED WEJ-IT ANKR_TITE SLEEVE ANCHOR
1 -1
INCLUDED
4000 PSI U.M.ON R
3 " X 1-3/4" MIN. EMBED WW J-I ANKR'TI R
4'
INCLUDED.
WOOD -FRAM 0.55
1 " x 3- LAG,SCREW ASTM A307. GRADIF A 1- 8' EMBED INTO STRUCTURE17-
4'
1 'O.D_
FIRST (BOTTOM) ANCHOR 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.
MININ.UM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2" EXCLUDING STUCCO THICKNESS.
DESIGN ENGINEER:
2" THICK
25 GA. {0.019"MIN: THICK) (2). 12 GA. GALV. STEEL TOP ROLLER
DDS STEEL 'EXTERIOR SKIN BRACKETS (2-1/2" x 5-3/8"').- EACH
WITH G-40 GALVANIZING, �� BRACKET ATTACHED W/(4) #14x5/8" SHEET
BAKED -ON PRIMER AND,A ` METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
BAKED -ON POLYESTER PAINTED - TO TOP BRACKET WITH ,(2) 1/4'x1/2" BOLTS
TOP COAT APPLIED TO BOTH, 'AND NUTS PER BRACKET.
'SIDES OF STEEL SKIN.
SHIP LAP 1 14 GA. MIN. GALV. ROLLER -HINGE_ EACH
JOINTS A— HINGE FASTENED 'TO END STILES W/(4)
911:14x5/8" SHEET METAL AND (2)
1/4"x3/4" SELF TAPPING SCREWS. SEE
I-4 VIEW "B"
ONE 4" T-STRUT PER SECTION. (SEE VIEW
"D") EACH T-STRUT ATTACHED AT EACH
4" TALL TAPER STRUT. .�HINGE. LOCATION WITH (2) 1/4"x3/4" SELF
0.057" MIN. GALV. STEEL, - TAPPING SCREWS.
50 KSL MIN. T6.
B^14x5/8" SHEET METAL SCREWS -
O -
0 0
00 O. 1/4"x3/4" SELF 0
0 O TAPPING SCREWS,
14 GA. END HINGES 18 .GA (MIN.) INTERMEDIATE HINGE
VIEW "B" - VIEW"C"
-12 GA. MIN. GALV. STEEL BOTTOM BRACKET
ATTACHED WITH (2) #14x5/8" SHEET METAL
SCREWS.
\-ALUMINUM. EXTRUSION & VINYL WEATHERSTRIP.
SECTION A -A (SIDE VIEW)
Ualew Stgted Otherwise
TOLERANCES ore
O =
t A31
QD -
d :015
.000 =
3..005
.b000 _
#.001
Degrees =
t 1/T
IN
3.S.F_& 42.6 RS.F. PART NO.: N/A
�.F. & -63 0 P.S.F. _ -
Clopay Mown, ON
45040 USA WINDLOAD RATING
udlEng Praduds CoT91 ry Fox No. 513-770-4853 W 6 D P 3 6 T
)ESCRIPTION: 2' -STEEL PAN DOORS 16"2"W (SEE TABLE FOR MODELS;
)RAWN BY. SH DATE: 11/19/1 SCALE: NTS DWG. ;NECKED BY; SH DATE: 11/20/12ISHEET 3 OF 4 ISIZE B
)WG. NO.: 104710-A/B I VER: IBC
u
C
I
C
n
3
2
fill, DUCT AIN01 ,ME 16546
2
1
lic
C
m
'CLASSIC' RAISED PANEL EMBOSS DOORS
ELS 24 GA 25 GA 25 GA 24 GA
PAY 84A, 94 73, 75 76, 75L •98
8, 48B 142,
SHORT
LONG
NOTE: TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR-
2" 'TRACK ,CONFIGURATION u
DOORS UP TO '800 LBS. i
0
z
0
3" TRACK CONFIGURATION
DOORS 800LBS AND OVER.
A g � srate'=
loF
��O�; s'%4 o FI. p Cj���
i�jS,ONA f'E���
. DESIGN ENGINEER:
SCOTT HAMILTON. P.E.
FLORIDA LICENSE No. 63286
4
4F
FLUSH
'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET:
MODELS 1 25 GA 4, OF 4 REv-
DOOR COUNTERBALANCE SYSTEM
'ARTISTRY'
13 GA GALV, STEEL FLAG BRACKET ATTACHED TO
JAMB WITH (3) 5/16' X 1-5/8" LAG SCREWS
AND TO TRACK WITH (2) 1/4" RIVETS.
ROD: SPACING. NTE 14" D.C.
53 2" .GALV. STEEL TRACK.
TRACK THICKNESS; 0.083".
50"
38" TYP. 2-1/2" X 12 GA GALV_
STEEL TRACK BRACKETS,
ATTACHED. TO JAMB WITH (1)
24" 5/16` X 1-5/8" LAG .SCREW PER
TRACK BRACKET.
10`
ED5S
SHORT PANEL
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER, (TO SUR)A.
JMB CONFIGURATION
DOOR_ __ ,DOORS UP TO 80D LBS.
v'j_OTE: TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS ,DOOR.
'CENTER HANG REQUIRED FOR
-000RS OVER-8-HIGH
3" GALV: TAPERED .STEEL TRACK AND ANGLE- TRACK L
✓-THICKNESS: 6.1 Ol "- ANGLE THICKNESS 0 080`.
MIN. ANGLE DIMENSIONS 3-1/4" x 2 7/8".
<.VERTICAL/HORIZONTAL TRACK 14 MAXIMUM SPACING
JUNCTION- TWO l/4" BOLTS - FROM. LAST MOUNTING
& NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION
ADDITIONAL MOUNTING SLOTS,
,SPACED AT 12" CENTERS.
6712"'ON CENTER
46'
3q- MNE- Y," TRACK BOLT AND NUT AT EACH
GLINTING SLOT LOCATION.
22
10"
1/2"
DOOR
HEIGHT
VERTICAL
TRACK LENGTH
7'-0"
72
S'-0"
1 84"
9'-0"
96•, - -
10'-0
108"
12'-0
132'
14'-O
156- -
16'-O
180"
ZONE: DATE: 1 ECN
1" DOOR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB. SEE
"JAMB PREPARATION NOTE":,�i�i�i
2-1/2" X 12 OA GALV. STEEL
TRACK BRACKETS 'FASTENED TO
WOOD JAMBS WITH 5/6".X 1=5/8"
LAG 'SCREWS NOT TO EXCEED 14"
ON -CENTER- MIN. -OF (9) LAG
SCREWS REQUIRED PER JAMB.
2" GALV, STEEL TRACK FASTENED TO
12 GA GALV STEEL TRACK BRACKETS
PATH EITHER (2) 1/4" DIA. RIVETS OR
(1) 1/4" X 5/8" BOLT &NUT PER
TRACK BRACKET.
JAMB CONFIGURATION
DOORS 800 .LEIS AND OVER.
REVISIONS
APPVD:
SH SEE R
SHEET
J
STOP MOULDING BY DOOR INSTALLER (1O SUIT).
46 GA. GALV. STEEL END STILE.
�IS GA GALV- STEEL DOUBLE END STILE:
20 'GA MIN. GALV STEEL INTERM. STILE.
18 GA GALV. STEEL INTER.
HINGE FASTENED TO CENTER
-tv p 'STILE Vr/(4) EACH ®14x5/8`
'SHEET h1ETAl SCREVIS:
7/16- I.D. ROUND
PUSH NUT
FASTENER.
14 GA GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH' #14i5/8" ^
SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. c
2" DIA. 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE,
SECTION C-C
PREPARATION OF JAMBS BY OTHERS.
I- DOOR OVERLAP (EACH SIDE)
2z6 SYP WOOD JAMB. SEE
L T_RACK "JAMB PREPARATION NOTE".I •- -
3Y DOOR
-(TO SUIT).
3-1/4" x 2-7/8" MIN. x 0 080 TAPERED
ANGLE. SEE LAG BOLT MOUNTING BELOIV-
0.101" THICK. 3r GALV. STEEL TRACK, FASTENED
TO TAPERED ANGLE, TRACK ATTACHED TO
TAPERED ANGLE WITH ;ONE 1/4-x5/8" BOLT &
NUT AT EACH MOUNTING SLOT-
LHR BRACKET (2-1/2" x 5-3/4" x 12GA)
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. -
DOUBLE TRACK
_LOW. HEADROOM OPTION
(AVAIL FOR BOTH 2- AND 3" TRACK)
OUBLE HORIZONTAL
TRACK.
' MOULDING BY DOOR INSTALLER (TO SUIT).
GA GALV. STEEL END STILE.
-18 GA. GALV- STEEL DOUBLE END STILE.
20 GA MIN. GALV. STEEL INTERN. STILE-
18 GA. GALV. STEEL INTER.
HINGE FASTENED TO 'CENTER
4 - STILE W/(4) EACH 014x5/8"
7/1C . . UND SHEET METAL SCREWS.
14GA. GALV: STEEL ROLLER HINGES FASTENED TO END
STILES 1V/(4) EACH 914x5/8" SHEET METAL SCREWS
AND (2) 1/4"SELF TAPPING SCREWS PER END HINGE.
L 3" OIA- 8-1/2" LONG STEM BALL BEARING STEEL ROLLER.
SECTION C-C
Unless Stated Othertnse
TOLERANCES ere
.0 = t -031
TINE. 5/16" x 1 5/8" LAG SCREW SPACED AT THE SAME -
DO = t:015
DISTANCES AS THE TRACK BOLTS (LE. 3-1/2". 10 22% 34%
.000 = 3.005
46% ETC.). _ ADDITIONAL LAG SCREWS. LOCATED AT 16% 2B% &
-0000-= 3.001
40" FROM BOTTOM. TWO LAG -SCREWS ALSO LOCATED ABOVE
Degrees = 3 IZ2'
VERTICAL/HORIZONTAL TRACK JUNCTION.
Unless Stated Ot
IN 4NIC
DIMENSIONS ARE N vtiE'.
3 2
FL
HOB
P:S.F. & -42.0 P.S.F
3.F. '& 63.0 P:S_F.
8585 Duke Bout
= Clopay Masan. OH 4504E
Tel- No. 513-770-
8Jld;ng PlodmIs CamFaay Fox No. 513-770-
DESCRIPTION: 2- .STEEL PAN 000
DRAWN BY: SH DATE: 11
CHECKED BY- SH DATE: 11
DWG, NO.: 104710-A/B
PART NO.: N/A
WINDLOAD RATING
IW6 DP36T
16.2-W (SEE TABLE FOR MODELS,
/1. SCALE: NTS DWG. R
%I SHEET 4 OF 4 SIZE 1J
VER: IBC
PF�ODUCT A11 11 111 1111IOO VAT- 16546
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