HomeMy WebLinkAboutPROJECT INFORMATIONI
C0
0 ■
0
4
MODELS SHORT LONG
CL❑PAY GD2SP, GR2SP GD2LP, GR2LP
GALLERY
H❑LMES AR2SP AR2LP
4RTISTRY
^IDEAL^' ^ ED2SP ED2LP
MODELS
CL❑PAY CLASSIC
H❑LMES CLASSIC
IDEAL CLASSIC
3
FLUSH GROOVED
4302, HDGC 4305, HDGR
6202 6205
MFC68 SFR68, MFR68
SHEET,
1 0 F 4 REV.
03
04
2 1 1
REVISIONS
ZONE: DATE: ECN NO. APPVD: DESCRIPTION
— 12/15/14 — SH ADDED GROOVED MODELS.
— 8/6/20 — SH UPDATED TITLE BLOCK AND REMOVED WIND CHART
OPTIONAL GLAZING MAY BE STANDARD (DSB OR BETTER) OR IMPACT
RESISTANT GLAZING. MAXIMUM GLAZING SIZE (DLO) IS 38-1 /2" 0 3".
GLAZING MAY BE SHORT —PANEL (NOT SHOWN) OR LONG —PANEL (1) 20 GA. BACKER PLATE AT EACH INTERMEDIATE
(SHOWN). SEE SECTION B—B ON SHEET 2 FOR DETAILS. HINGE LOCATION. BACKER PLATES ATTACHED WITH
GLAZING MAY BE INSTALLED IN TOP SECTION (SHOWN) OR DOUBLE —SIDED ACRYLIC ADHESIVE TO BACK OF DOOR.
INTERMEDIATE SECTION (NOT SHOW). A
(1) 12 GA. GALV. STEEL TOP ROLLER
BRACKET. SEE SHEET 2 FOR DETAILS,
\_OPTIONAL OUTSIDE KEYED
• POSITION.
�••-
D❑❑R
HEIGHT
# OF
SECTI❑NS
UP
TO
8'0'
4
8'3'
TO
10'0'
5
10'3'
TO
12'0'
6
12'3'
TO
14'0'
7
14'3'
TO
16'0'
8
MAX
SECTION
HEIGHT, 24'
.%1111.....aI/�1
-Y HAIW '►e
O�. ....., �L I0rrr
No 63286
3 STATE OF ': 4U
•rrr� ct` �•c� O R I � p. �� `���•
r,,ss,� ni A`E�1��,•
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
11
pci-ziN2maItatau•".
16 GA. MIN. GALV.
STEEL END STILES.
VIEW "B"
VIEW "C"
TWO POINT LOCKING
INTO TRACK.
BRACKET
USED FOR
BOTTOM
DOUBLE END
STILE.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
SLIDE BOLT LOCK EACH SIDE OF DOOR.
END ENGAGES INTO
STILE. VERTICAL TRACK.
ONE LOCK ON
EACH SIDE OF OUTSIDE END
DOOR. KEYED
HANDLE. STILE.
INSIDE SLIDE BOLT INSIDE HANDLE
LOCK OPTION. OUTSIDE KEYED LOCK WITH
SNAP LATCH LOCK OPTION.
END
STILE.
OUTSIDE
HANDLE. LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
OUTSIDE KEYED LOCK WITH
LOCK BAR LOCKING.
MANUFACTURING PRODUCT CODE
DSIE-1F471
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 8585 Duke Boulevard
WINDLOAD RATING
TOLERANCES are
ClMason, off 0
opay 450-770
Tel. —4800
\ _ / D P 3 8 T
W
.0 = f.031 CORPORATION Fax No. 513-770-4853
.00 = t.015 DESCRIPTION: 2" GALLERY EPS DOORS
16'2"W (SEE TABLE)
.000 = t .005
.0000 = t.001 DRAWN BY: SH DATE: 1/10/13
SCALE: NTS DWG.R
Degrees = t11T CHECKED BY: SH DATE: 1/10/13
SHEET 1 OF 4 SIZE L
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES. DWG. NO.: 104785—A/B
VER: IBC
3 2
IFL�OO
G30DLa
p
ODM��
Qpps-
OOWAL
16546
I
01
0
IJ
m
J
4
MODELS SHORT
CL❑PAY GD2SP, GR2SP
GALLERY
H❑LMES AR2SP
ARTISTRY
IDEAL
rr, ED2SP
����rrrrrnr■,�■�■
cGOV G E sr0�i
No 63286
-0
�:. STATE OF :��►�
s, �O N Ar E��
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
:'
LONG
GD2LP, GR2LP
MODELS
3
FLUSH
GROOVED
CL❑PAY CLASSIC
4302, HDGC
4305, HDGR
AR2LP
H❑LMES CLASSIC
6202
6205
ED2LP
IDEAL CLASSIC
MFC68
SFR68, MFR68
2 1
SHEET, REVISIONS
2 OF 4 REV, NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
04 1 — — — SH 1 SEE REVISION HISTORY ON SHEET ONE.
IMPACT —RESISTANT CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT —RESISTANT GLAZING ARE
IMPACT —RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM
FRONT FRAME AND SABIC IP LEXAN 9034 (VERSIONS ALSO APPROVED: MR10, 9030,
90318, 90316, 90317, 90311, 90314, 90355) OR BAYER MAKROLON GP (VERSIONS
ALSO APPROVED: SL, AR, 15), APPROVED CC1 PLASTICS IN ACCORDANCE WITH IBC/FBC
2606 AND APPROVED C1 PLASTICS 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
INSULATED DOOR SECTIO
DECORATIVE FACADE,
EXTERIOR OF DOOR.
1.
(12) #8-18 x 1,
SELF —TAPPING SC RE
1/4" THICK POLYCARBOIAMIF-
GLAZING.
(12) #8-18 x 1/2"
SELF —TAPPING
SCREWS.
INTERIOR OF DOOR.
DINER.
MINUM FRAME.
MPACT—RESISTANT ASSEMBLY DETAILS
DRAWING 104785-A
3
STANDARD ASSEMBLY CONSTRU TION:
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 8-13 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--1.25
#80/4" PAN HEAD SCREW
(10 SCREWS PER LITE).
STANDARD ASSEMBLY DETAILS
DRAWING 104785-B
I
C
19
MANUFACTURING PRODUCT CODE
DSIE-1F471
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. A
Unless Stated Otherwise = Clopay 8585 Duke Boulevard WINDL❑AD RATING
TOLERANCES are laason, off -570 USA � _ / � D P 3 8 T
Tal. Na. 513-77D-4800 W
.0 = f.031 CORPORA ION Fax No. 513-770-4853
.00 = f.015 DESCRIPTION: 2" GALLERY EPS DOORS 16'2"W (SEE TABLE)
.000 = f .005 DRAWNtBY:SH DATE: 1 /10/13 SCALE: NTS DWG.R.0000 = f.001SIZE1JDegrees = t1/2' CHECKSH DATE: 1/10/13 SHEET 2 OF 4Unless Stated OtherwiseDIMENSIONS ARE IN INCHES. DWG. N4785—A/B VER: IBC
2C�I�OOff"HOA D MC T AFFIRDWAL
I
C
I
0
4
MODELS SHORT
CL❑PAY GD2SP, GR2SP
GALLERY
H❑LMES AR2SP
ARTISTRY
^IDEAL^A ED2SP
r- HORIZONTAL (TOP) JAMB
3
LONG
MODELS
CL❑PAY CLASSIC
FLUSH
GROOVED
GD2LP, GR2LP
4302, HDGC
4305, HDGR
AR2LP
H❑LMES CLASSIC
6202
6205
ED2LP
IDEAL CLASSIC
MFC68
SFR68, MFR68
(NU LOAD FROM DOUR)
FASTENER
TYPE
MAX. O.C.
L
2x6 VERTICAL JAMB
.
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
2 1 1
SHEET, REVISIONS
3 OF 4 REV. NO. ZONE: DATE: ECN N0. APPVD: I DESCRIPTION
04 1 — — — I SH I SEE REVISION HISTORY ON SHEET ONE.
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.
PREPARATION OF JAMBS BY OTHERS
NOTE: 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 THIS DRAWING.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NnT TO RF IISFn FOR ATTACHMFNT OF TRACK ANGI F TO 9x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
MAXIMUM
ON —CENTER
DISTANCE
STEEL
BETWEEN
BUILDING TYPE
FASTENER TYPE
FASTENERS*
REQUIRED?
BLOCK WALL
1 4" x 1-1 " MIN. EMBEQ TAPCON-CONCRETEANCHOR
7-1 9
1 O.D.
3000 PSI MIN. CONCRETE
1 4 x 1 MIN, EMBED TAPCON CONCRETE ANCHOR
8-1 4
1 O.D.
3 8 X 1-3 4 MIN. EMBED WEJ—IT ANKR TITE SLEEVE ANCHOR
—
IN
4000 PSI
_ 4 • EMBEP _
1NC ED
FRAMEWOOD
EMED INTO STIR
—
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.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"", EXCLUDING STUCCO THICKNESS.
`
t
0 ,.......,CT
GjG • -1 G E N S� :p�jr
No 63286
i y
STATE OF .' 40
OR
`••,`� �Q N Ay Et ��,�
DESIGN ENGINEER1
SCOTT HAMILTON, P.E.
rd
SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR.
1.95" THICK, 1 # DENSITY
EXPANDED POLYSTYRENE FOAM
INSULATION LAMINATED TO BOTH 12 GA. GALV. STEEL TOP ROLLER
EXTERIOR AND INTERIOR SKINS. ~� BRACKET. EACH BRACKET ATTACHED
ii WITH (4) #145/8" SHEET METAL
SCREWS,
TONGUE AND GROOVE JOINTS. 27 GA. (0.016" MIN.) INTERIOR STEEL SKIN
(DRAWING QUALITY) WITH G-40 MIN. GALV.,
BAKED —ON PRIMER AND A BAKED —ON
I-4"— POLYESTER PAINTED TOP COAT APPLIED TO
T BOTH SIDES OF STEEL SKIN.
4-1/4' 14 GA. GALV. ROLLER HINGE. EACH HINGE
L FASTENED TO END STILES WITH (4)
VIEW „D, #14x5/8" SHEET METAL AND (2)
4" TALL TAPER STRUT. 1 /4"x3/4" SELF TAPPING SCREWS. SEE
0.062" MIN. GALV. STEEL, VIEW "B
80 KSI. MIN..'.'.
ONE 4" T—STRUT PER SECTION. (SEE
VIEW "D") EACH T—STRUT ATTACHED AT
27 GA (0.016" MIN.) EXTERIOR EACH HINGE LOCATION WITH (2)
STEEL SKIN (DRAWING QUALITY) 1 /4"x3/4" SELF TAPPING SCREWS.
WITH G-40 MIN. GALV.
BAKED —ON POLYESTER PAINTED
TOP COAT APPLIED TO BOTH
SIDES OF STEEL SKIN.
13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED
WITH (2) #14x5/8" SHEET METAL SCREWS.
---ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
#145/8" SHEET METAL SCREWS
0
1 /4"x3/4" SELF
TAPPING SCREWS.
14 GA. END HINGES 18 cMIN.1 INTER E m1mz&
VIEW "B" VIEW "C"
3
SECTION A —A [SIDE VIEW_
n
C
ire
1MANUFACTURING PRODUCT CODE
DSIE-1F471
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. A
Unless Stated Otherwise = Clnpay 8585 Duke Boulevard WINDL❑AD RATING
TOLERANCES are Mason, 51 —770 USA IS D P 3 8 T
Tel. n, 513-7740 USA W
.0 = t.031 CORPORATION Fax No. 513-770-4853
.00 = f .015 DESCRIPTION: 2" GALLERY EPS DOORS 16'2"W (SEE TABLE)
.000 = t.005 DRAWN BY: SH DATE: 1/10/13 SCALE: NTS DWG.
.0000 = t .001
Degrees = t1/2' CHECKED BY: SH DATE: 1/10/13 SHEET 3 OF 4 ISIZE
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES. DWG. NO.: 104785—A/B VER: IBC
2 �I�On [oA PRO DUCT APPROVAL 16546
7
C
J
m
I
MODELS
SHORT
LONG
CLLIPAY
GALLERY
GD2SP, GR2SP
I
GD2LP, GR2LP
H LMES
ARTISTRY
AR2SP
AR2LP
IDEALEXpgESSIONS
ED2SP
ED2LP
3 2 1 1
MODELS FLUSH GROOVED SHEET, REVISIONS
CL❑PAY CLASSIC 4302, HDGC 4305, HDGR 4 0 F 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
04 - - - SH I SEE REVISION HISTORY ON SHEET ONE.
H❑LMES CLASSIC 6202 6205
IDEAL CLASSIC MFC68 SFR68, MFR68
2" TRACK CONFIGURATION. 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.
x
AS RQD: SPACING NTE 14" O.C.
of
0 63" 2" GALV. STEEL TRACK,
III ---' TRACK THICKNESS: 0.083"
50"
w
— 38" TYP. 2-1/2" X 12 GA GALV.
z STEEL TRACK BRACKETS,
z ATTACHED TO JAMB WITH (1)
o24" 5/16" X 1-5/8" LAG SCREW PER
TRACK BRACKET.
L� H : 1-101,
3-1/2"
3" TRACX CONFIGURATION.
�f 1
� /► I� 1 �
L
.Go • i E P.0
*:' • No 63286 .•*'
Q�L STATE OF 4CI �.
•,� 6 0 IN I- E%`t•
DESIGN ENGINEER(
SCOTT HAMILTON, P.E.
NOTE: TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR.
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT).
3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK
THICKNESS: 0.101 ". ANGLE THICKNESS: 0.080".
MIN. ANGLE DIMENSIONS 3-1/4" x 2-7/8".
VERTICAL/HORIZONTAL TRACK
JUNCTION. TWO 1/4" BOLT�CK14" MAXIMUM SPACING
FROM LAST MOUNTING
& NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION
ADDITIONAL MOUNTING SLOTS
SPACED AT 12" CENTERS.
-12" ON CENTER
46"
34" NE. Y4" TRACK BOLT AND NUT AT EACH
MOUNTING SLOT LOCATION.
22"
10"
3-1/2"
DOOR
HEIGHT
VERTICAL
TRACK LENGTH
7--0'
72
-0
84
-0
96
10 -0
108
12'-0
132
14 -0
156
16 �-Oj
180
IAMB CONFIGURATION
FOR 2" TRACK.
1" DOOR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB. SEE
"JAMB PREPARATION NOTE".
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.
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.
RAT►I 19 Rill WN I to]
•'
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 SECTION W/(4) EACH
FASTENER. #14x5/8" 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.
SECTION C-C
PR PA TI F JAMBS BY OTHERS.
1" DOOR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB. SEE
"JAMB PREPARATION NOTE".
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT).
3-1/4" x 2-7/8" MIN. x 0.080" TAPERED
ANGLE. SEE LAG BOLT MOUNTING AT TRACK
CONFIGURATION BELOW.
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".
II 18 GA. GALV. STEEL CENTER HINGE
7/16" I.D. ROUND FASTENED TO SECTION W/(4) EACH
PUSH NUT #14x5/8" SHEET METAL SCREWS.
FASTENER.
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.
L 3" DIA. 8-1/2" LONG STEM BALL BEARING STEEL ROLLER.
SECTION C-C
(MANUFACTURING PRODUCT CODE
PREE63AIlON
OF JAMBS QY OTHERS,DSIE-1F471
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
Unless Stated Otherwise
TOLERANCES
i ma ay 8585 Duke Boulevard
f�loson, OH 45040 USA
WINDL❑AD RATING
are
Tel. Na. 513-770-4800
CORPORA
W 6 D P 3 8 T
ONE 5/16" x 1-5/8" LAG SCREW SPACED AT THE SAME
.0 = f.031
= t.015
IoN fox No. 513-770-4853
DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2". 10", 22 ", 34",
.00
.000 = f
DESCRIPTION: 2" GALLERY EPS DOORS
16'2"W (SEE TABLE)
46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT W. 28", &
.005
.0000 = t.001
DRAWN BY: SH
DATE: 1/10/13
SCALE: NTS
DWG.R
40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE
VERTICAL/HORIZONTAL TRACK JUNCTION.
Degrees = tt/2'
CHECKED BY: SH
DATE: 1/10/13
SHEET 4 OF 4
SIZE
L
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES.
DWG. NO.: 104785—A/B
VER: IBC
0
14
I
Im
M
3
FLOORIDA PF�OODUCTAPP�OOVAL 16546