HomeMy WebLinkAboutAPPROVED 16'2X7 4300 W63
2
11
0
MODELS
27 GA SHORT
27 GA FLUSH
27 GA LONG
CL❑PAY
4300, HDG
4301, HDGF
4310, HDGL
H❑LMES
66, 66G, 6200
68, 6201
67, 67G, 6203
IDEAL
SP200
SF200
SE200
(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
SHEET, REVISIONS
1 OF 4 REV. NO.1 ZONE: DATE: ECN NO. APPVD: DESCRIPTION
03 — 2/11/13 — SH UPDATED TOP BRACKET REQUIREMENT.
04 — 2/4/20 EN2736 SH REVISED MAX WINDOW SIZE AND TITLE BLOCK
05 — 8/5/20 — SH REMOVED WIND CHART
OPTIONAL GLAZING MAY BE STANDARD OR IMPACT
RESISTANT GLAZING. STANDARD MAX SIZE 42"x16".
IMPACT RESISTANT MAX SIZE 19-1/2"x12"
SEE SECTION B—B ON SHEET TWO FOR DETAILS.
(GLAZING SHOWN IN INTERMEDIATE SECTION.)
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=w~pjG0G E N ,S+*;T0iy �i,
L * No 63286
w
STATE OF
O R 110 ��►
S ON A1-E� ►��`*
✓«.i.1lit.11<...
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
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.
(2) LHR TOP BRACKETS USED AS
- i A OPTIONAL OUTSIDE KEYED LOCK POSITION. INNER BOTTOM BRACKET.
MAX. DOOR WIDTH = 16'-2" (1) 3—IN ROLLER CARRIER (P/N
INSIDE ELEVATIONS 0120394) USED WITH 3" TRACK.
�OCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN PER VEHICLE.
VENTS SHALL BE IN ACCORDANCE WITH CLOPAY DRAWING 101845.
D❑❑R
HEIGHT
# OF
SECTI❑NS
UP
TO 7'0'
4
7'3'
TO 8'9'
5
9'0'
TO 10'6'
6
10'9'
TO 12'3'
7
12'6'
TO 14'0'
8
14'3'
TO 15'9'
9
16'0'
10
MAX
SECTI❑N
HEIGHTi 21'
/_ GLAZING SHOWN IN TOP SECTION.
N II H
II II II
II II [II H
!I I! fi II
li II II II
I[ II 11 II
II it II
II EI II
li If II
!I [I II II
II it [I II
it II II-
II II II
II II II II
II II II II
- - - - - 71 ------ z
II II FI
SLIDE BOLT LOCK
END ENGAGES INTO
STILE. VERTICAL TRACK.
ONE LOCK ON
EACH SIDE OF
DOOR.
INSIDE SLIDE BOLT
LOCK OPTION.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
OUTSIDE) I END
KEYED ���"�"`����' STILE.
HANDLE.
�— INSIDE HANDLE
_QUTIWITH
SNAP LATCH WCK OPTION,
OUTSIDE
HANDLE.
END
STILE.
CK BAR
GAGES IN
ACK ON
�H SIDE
OF DOOR.
OUTSIDE KEYED LOCK WITH
LOCK BAR LOCKING.
(MANUFACTURING PRODUCT CODE
DSIE-1F171
DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F. TEST LOADS: +57.0 PPART NO.: N/A
Unless & —63.0 P.S.F. /
Unless Stated Otherwise Clopay 8585 Duke Boulevord
WINDLDAD RATING
TOLERANCES are Idasolti, off —770 800 / D P 3 8
rel. No. 513-770-4800 W
.0 = f.031 CORPORATION Fox No. 513-770-4853
.00 = f.015 DESCRIPTION: 2" EPS INS. DOORS TO 16'2" (SEE TABLE FOR MODELS;
.000 = t .005
.0000 = t.001 DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DWG. R
Degrees = f 1/2' CHECKED BY: SH DATE: 10/12/12 SHEET 1 OF 4 SIZE L
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES. DWG. NO.: 104724—A/B VER: IBC
It
I'sI
0
0
4 I 3 ? 2 IFLORDIRDD Q PIAGIOUCY APPROVAL 16107
2
4
MODELS 27 GA SHORT
CL❑PAY 4300, HDG
H❑LMES 66, 66G, 6200
IDEAL SP200
ICJ
27 GA FLUSH
4301, HDGF
68, 6201
SF200
27 GA LONG
4310, HDGL
67, 67G, 6203
SE200
3
sHEE L REVISIONS
2 OF 4 REV, NO. ZONE: DATE: ECN N0. APPVD: DESCRIPTION
05 — — — — SEE REVISION R HISTOY ON SO
HEET NE.
IMPACT— RESISTANT CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT —RESISTANT GLAZING ARE
IMPACT —RESISTANT. OPTIONAL MAX WINDOW SIZE 19-1/2"02" INJECTION —MOLDED
POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2
PLASTIC IN ACCORDANCE WITH IBC/FBC 2606 AND AN APPROVED C1 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 2.25-- MULTIPURPOSE HIGH BOND TAPE
SNAP —IN INSERT. (BEnVEEN FRAME AND FACADE).
DECORATIVE FRONT FACADE.
L ,
STRUCTURAL SILICONE SEALANT
f (BETWEEN STEEL SKIN AND FRAME).
IMPACT RESISTANT
ONE—PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH
B MOLDED GE LEXAN (10) #8 x 3/4" PAN HEAD MACHINE SCREWS.
SLX2432T FRONT
FRAME & GLAZING.
0rrirrii►��
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* : 01
.44 Ile
No 63286
.b %
A : 9 STATE OF . 4U
v
5,O N s>li E
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
4
IMPACT -RESISTANT ASSEMBLY DETAILS
DRAWING 104724-A
STANDARD ASSEM6LY CONSTRUCTION:
OPTIONAL DSB OR 1/8" ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS
PLASKOLITE OPTIX OR LUCITE 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. i I—L25
#80/4" PAN HEAD SCREW
(10 SCREWS PER LITE).
STANDARD ASSEMBLY DETAILS
DRAWING 104724-8
C
I
MANUFACTURING PRODUCT CODE
DSIE-1F171
DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F. PART NO.: N/A A
TEST LOADS: +57.0 P.S.F. & —63.0 P.S.F.
Unless Stated Otherwise = �j0 �� MoS5 Duke Boulevard WINDL❑AD RATING
TOLERANCES are Tel, No 51 —570 USA \ / 6 D P 3 8
Tel, No. 513-770-4s0U �/V
.0 = t.031 CORPORA !ON Fax No. 513-770-4653
.00 = f.015 DESCRIPTION: 2" EPS INS. DOORS TO 16'2" (SEE TABLE FOR MODELS)
.000 = f.00s DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DWG.
.0000 = t.001 SIZE
Degrees = t1/2' CHECKED BY: SH DATE: 10/12/12 SHEET 2 OF 4
Unless Stated Otherwise VER: IBC
DIMENSIONS ARE IN INCHES. DWG. NO.: 104724—A/B
2 FLOO [ uOED p ODMC�� appf OO Mla[� C 1 0`�
3
A
3
711
C
C■
IA
MODELS
27 GA SHORT
27 GA FLUSH
27 GA LONG
CL❑PAY
4300, HDG
4301, HDGF
4310, HDGL
H❑LMES
66, 66G, 6200
68, 6201
67, 67G, 6203
IDEAL
SP200
SF200
SE200
r- HORIZONTAL (TOP) JAMB
(NO LOAD FROM DOOR)
FASTENER
TYPE
MAX. D.C.
2x6 VERTICAL JAMB
N
SHEET,
3 OF 4 REV. N0. ZONE: DATE:
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
NOTES.
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 NOT USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
2x6 .IAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 9YA VFRTICAI .IAMA-z nR cl Iponannic croi inn ior�
MAXIMUM
ON -CENTER
DISTANCE
STEEL
BUILDING TYPE
FASTENER TYPE
BETWEEN
WASHERS
FASTENERS`
REQUIRED?
BLOCK WALL
1 4" x 1-1 IN. MB TAP NC ET AN H R
7-1 2"
1 O.D.
3000 PSI MIN. CONCRETE
1 4 x 1 Mft EMBED TAPCON CONCRETE ANCHOR
8-1 4
1 O.D.
2000 PSI MIN. co CRETE
3 8' X 1-3/4" MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR
_
LWQM F
1-3/4" I -
INCLUD D
_
1 O.D.
rIMSl (tiUI EOM) 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.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"", EXCLUDING STUCCO THICKNESS.
r%%ff U_FF1 jj#j,.
1.
°� ..
N s��
No 63286
STATE OF
p R >j v,a�,��.
/ON A t �
DESIGN ENGINEERI
SCOTT HAMILTON, P.E.
05 1 — 1 —
REVISIONS
ECN NO. APPVD: I DESCRIPTION
— — I SEE REVISION HISTORY ON SHEET ONE.
1.95" THICK, 1 # DENSITY
EXPANDED POLYSTYRENE FOAM
INSULATION LAMINATED TO BOTH
EXTERIOR AND INTERIOR SKINS.
TONGUE AND GROOVE JOINTS.
rf— 4"-
4-1/4"
L
VIEW "D"
4" TALL TAPER STRUT.
0.057" MIN. GALV. STEEL,
50 KSI. MIN. S:•:•:•:
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.
#14x5/8" SHEET METAL SCREWS
a
o a
❑a a
1 /4"x3/4" SELF v
TAPPING SCREWS.
14 GA. ENQ HIN S 18_ GA. (MIN.) INTERMEDIATE HINGE
VIEW "B" VIEW "C"
3
2
SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR.
(1) 12 GA. GALV. STEEL TOP ROLLER
BRACKETS (2-1/2" x 5-3/8"). EACH
BRACKET ATTACHED W/(4) #14x5/8" SHEET
METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
TO TOP BRACKET WITH (2) 1 /4"x 1 /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
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"0/4" 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.
13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED
WITH (2) #145/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
SECTION A —A ,SIDE VIEW
DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F.
Unless Stated Otherwise
TOLERANCES are
.0 = t .031
.00 = f .015
000 = f .005
.0000 = t .001
Degrees = t 1/2'
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES.
MANUFACTURING PRODUCT CODE
DSIE-1F171
S.F. & —63.0 P.S.F. PART NO.: N/A
m"Clapay Mason.
Duke 50u USA WINDLOAD RATING
Mason, 51 -770 USA W 6 D P 3 8
Tel. No. 513-770-4800
CORPORATION Fax No. 513-770-4853
DESCRIPTION: 2" EPS INS. DOORS TO 16'2" (SEE TABLE FOR MODELS'
DRAWN BY: SH DATE: 9/28/12 SCALE: NTS I DWG. R
CHECKED BY: SH I DATE: 10/12/12 SHEET 3 OF 4 SIZE L
DWG. NO.: 104724-A/B I VER: IBC
�FLOO RIDA PF� ODUCT APP K1 VAL 16107
C
C
1]
■
V
4
MODELS 27 GA SHORT
CL❑PAY 4300, HDG
H❑LMES 66, 66G, 6200
IDEAL SP200
D I 2" TRACK CONFIGURATION
DOORS UP TO 800 LBS.
3" TRACK CONFIGURATION
DOORS 800 LBS AND OVER.
I
-��-"III _ _ ,., - -
♦ H Ole.*:. • No 63286 •.:*�
A :9 STATE OF . 41J:
%T• •� 0 R kpP;�♦♦♦�
4 0NA; E''
DESIGN ENGINEERI
SCOTT HAMILTON, P.E.
0
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w
X:
of
0
0
0
II
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0
27 GA FLUSH
4301, HDGF
68, 6201
SF200
27 GA LONG
4310, HDGL
67, 67G, 6203
SE200
NOTE: TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR.
DOOR COUNTERBALANCE SYSTEM
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.
AS RQD: SPACING NTE 14" O.C.
153" 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.
loll
3-1/2"
3
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT).
NOTE: TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR.
CENTER HANG REQUIRED FOR
`DOORS OVER 8' HIGH.
2
SHEET,
4 OF 4 REV. NO.1 ZONE: DATE:
05 1 - I -
1" DOOR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB. SEE 3" MIN.
"JAMB PREPARATION NOTE". �.rrrrivii... .•r:
2-1/2" X 12 GA 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
WITH EITHER (2) 1/4" DIA. RIVETS OR
(1) 1/4" X 5/8" BOLT & NUT PER
TRACK BRACKET.
REVISIONS
ECN NO. APPVD: I DESCRIPTION
- - I SEE REVISION HISTORY ON SHEET ONE.
OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT).
16 GA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) #8 X 1 /2" WAFER SCREW,
END STILE DIM.: 5-3/4 X 2-1/8" X 3/8".
~�7/16" I.D. ROUND � 18 GA. GALV. STEEL CENTER HINGE
PUSH NUT FASTENED TO SECTIONS W/(4) EACH
FASTENER. #145/8" SHEET METAL SCREWS.
14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8"
SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
2" DIA. 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
PREPARATION OF JAMBS BY OTHERS.
1" DOOR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB. SEE
3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK "JAMB PREPARATION NOTE".
THICKNESS: 0.101". ANGLE THICKNESS: 0.080". HORIZONTAL TRACK
MIN. ANGLE DIMENSIONS 3-1/4" x 2-7/8". SUPPORT BY DOOR
_VERTICAL/HORIZONTAL TRACK 14" MAXIMUM SPACING INSTALLER (TO SUIT).
JUNCTION. TWO 1/4" BOLTS FROM LAST MOUNTING . x 2-7/8" MIN. x 0.080" TAPERED
ANNGLEGLE.
& NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION SEE LAG BOLT MOUNTING AT TRACK
CONFIGURATION BELOW.
ADDITIONAL MOUNTING SLOTS
SPACED AT 12" CENTERS.
12" ON CENTER
46"
34" NE. Y4" TRACK BOLT AND NUT AT EACH
MOUNTING SLOT LOCATION.
22"
an
3-1/2"
DOOR
VERTICAL
0.101" THICK 3" 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)
DOUBLE HORIZONTAL
TRACK.
STOP MOULDING BY DOOR INSTALLER (TO SUIT).
16 GA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) #8 X 1/2" WAFER
SCREW. END STILE DIM.: 5-3/4 X 2-1/8" X 3/8".
�18 GA. GALV. STEEL CENTER HINGE
7/16" I.D. ROUNID
PUSH NUT FASTENED TO SECTIONS W/(4) EACH
FASTENER. #14x5/8" SHEET METAL SCREWS.
14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END
STILES W/(4) EACH #145/8" SHEET METAL SCREWS
AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
L- 3" DIA. 8-1/2" LONG STEM BALL BEARING STEEL ROLLER.
SECTION C-C
MANUFACTURING PRODUCT CODE
PREPARATION
OF JAMBS BY OTHERS,
D S I E -1 F 171
DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A
TEST LOADS: +57.0 P.S.F.
& -63.0 P.S.F.
Unless Stated otherwise _ Clopay 8585 Duke Boulevard WINDL❑AD RATING
TOLERANCES Mason, USA
are
51 -770 \ _ / D P 3 8
_ Tel, No. 513-770-4800 �/\/
0 = t.031 CORPORATION Fax No. 513-770-4853
ONE 5/16" x 1-5/8" LAG SCREW SPACED THE SAME
00 = t.015 DESCRIPTION: 2" EPS INS. DOORS TO 16'2" (SEE TABLE FOR MODELS]
2"
DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2", loll, 22", 34",
.000 = t.005
46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16", 28", &
.0000 = t.001 DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DWG.
40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE
Degrees = f 1/2' CHECKED BY: SH DATE: 10/12/12 SHEET 4 OF 4 StZE JLJ
VERTICAL/HORIZONTAL TRACK JUNCTION.
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES. I DWG. NO.: 104724—A/B VER: IBC
3
2
GLOO
GHDDQ
p
ODUC
T app�OMQL
10�077
0
10
0
0