HomeMy WebLinkAboutAPPROVED 16X7 73W5 drawingI
3
2
m
C
0 ■
0
'CLASSIC' RAISED PANEL
EMBOSS DOORS
MODELS
24
GA
24 GA INS
25 GA
25 GA INS
25 GA
25 GA INS
CL❑PAY
84A,
94
--
73, 75
1500, 190
76
76V
IDEAL
4RST,
417w
4RSF
6RST
6RSF
2RST
--
HOLMES
48,
48B
-
42, 42B
55, 55S
--
--
SHORT PANEL
LONG PANEL
xE - MODEL 4F IS FLUSH
DOOR HEIGHT
SE# OF
# OF
U-BARS
UP
TO
7'0'
4
8
7'3'
TO
8'9'
5
10
9'0'
TO
10'6'
6
12
10'9'
TO
12'3'
7
14
12'6'
TO
14'0'
8
16
14'3'
TO
15'9'
9
18
16'0' 1
10
20
MAX SECTI❑N HEIGHT; 21'
'CLASSIC' RAISED PANEL EMBOSS DOORS
SHORT PANEL
LONG PANEL
DOOR WIDTH
110'0'
# OF INTERM.#
STILES
OF INTERM.
HINGES
DOOR WIDTH
# OF STD
INTERM. STILES
# OF COMM,
INTERM, STILES
# OF INTERM,
HINGES
9'2' TO 9'10'
1
1
9'2' TO 11'2'
1
0
1
TO 1110'
2
2
11'4' TO 14'10•
2
1
2
12'0' TO 13'10'
3
2
15'0' TO 16'2'
3
2
3
14'0' TO 1TW-1
4
4
SEE NOTE BELOW REGARDING EXTRA
STILES ON LONG PANEL DOORS.
1610' TO 16'2'1
5
i 3 1
'CARRIAGE HOUSE'
RAISED PANEL EMBOSS DOORS
MODELS
25 GA
25 GA INS
CL❑PAY
'GALLERY'
GD5S, GR5S
G05SV, GR5SV
H❑LMES
'ARTISTRY'
A RSS
ARSSV
IDEAL 'CARRIAGE
HOUSE'
EDSS
ED5SV
SHORT PANEL
a�,� E A Sir°p 1#
No 63286
►A STATE OF
f'�►�S O N A OE?►���
►+ati>«>a►r
DESIGN ENGINEER;
SCOTT HAMILTON, P.E.
'CARRIAGE HOUSE' RAISED PANEL
SHORT EMBOSS DOORS
DOOR WIDTH
# OF INTERM,
STILES
# OF INTERM.
HINGES
9'2' TO 10'0'
1
1
10'2' TO 11'4'
N/A
N/A
11'6' TO 13'10'
3
2
14'0' TO 16'0;1
S 1
3
SHEET;
1 OF 4
EXTRA STILES FOR LONG -PANEL MODELS.
ADDITIONAL 18 GA. COMMERCIAL INTERM. STILES REQUIRED AS NOTED ON
THE TABLES ABOVE.
THESE COMMERCIAL CENTER STILES ARE ATTACHED MIDPOINT BETWEEN THE
EXISTING RESIDENTIAL CENTER STILES. COMMERCIAL CENTER STILES ARE
ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) OR (4) 3/16" POP RIVETS
OR (4) #8 SHEET METAL SCREWS.
REVISIONS
REV. NO.
15
ZONE:
-
DATE:
9/2016
ECN NO.
-
APPVD:
SH
DESCRIPTION
UPDATED U-BAR DESCRIPTION.
16
-
8/6/20
SH
UPDATED TITLE BLOCK AND REMOVED WIND CHART
"CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC"
LONG PANEL ALSO APPROVED. SEE TABLES AT LEFT FOR DETAILS,
IF A OPTIONAL OUTSIDE KEYED LOCK POSITION.
i
MAX. DOOR WIDTH = 16'-0"
INSIDE ELEVATIONS SNAP LATCH ENGAGES
LOCATION OF OPTIONAL VENTS. TOTAL ONTO VERTICAL TRACK.
VENT OPENINGS: 60 IN PER VEHICLE. ONE SNAP LATCH ON
EACH SIDE OF DOOR.
SLIDE BOLT LOCK
END ENGAGES INTO
STILE. VERTICAL TRACK.
ONE LOCK ON
EACH SIDE OF
DOOR.
INSIDE SLIDE BOLT
L LOCK OPTION.
#14x5/8" SHEET
METAL SCREWS
ra C7
N [ 1 /4"x3/4" SELF
a0TAPPING SCREWS
p
14 GA. END HINGES . INTERMEDIATE HI
VIEW "B' VIEW "C"
3
2
OUTSIDE
KEYED
HANDLE.
OPTIONAL GLAZING MAY BE
IMPACT -RESISTANT OR STANDARD (DSB OR
BETTER). SEE SECTION B-B ON SHEET TWO
FOR DETAILS. GLAZING MAY BE IN TOP OR
INTERMEDIATE SECTION (SHOWN IN
INTERMEDIATE SECTION).
SHORT GLAZING ONLY.
VIEW "B".
VIEW "C".
- 20 GA. END STILES ATTACHED TO
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.
END OUTSIDE
STILE. HANDLE.
INSIDE HANDLE
KEYED LOQK WITH
ah[AP LATCH LOCK MION.
END
STILE.
CK BAR
GAGES IN
ACK ON
_ .1H SIDE
OF DOOR.
OUTSIDEKEYED LOCK WITH
LOCK BAR LOCKING.
MANUFACTURING PRODUCT COD
MAIN, P -- SHORT PANEL: PAN-2F153
DESIGN LOADS: +32.0 P,S.F. & -32. P.S.F. LONG PANEL: PAN-2F156
TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO. N/A
Unless Stated Otherwise = Clopay 8585 Duke Boulevord WINDL❑AD RATING
TOLERANCES are Mo. N6 OH 45040 USA \,,/
.0 = 1.031 CORPORATI01d Fox No. 513-770-4853 VV 5 D P 3 2
.00 = f .015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF
.000 = f .005
.0000 = t.001 DRAWN BY: MWW DATE: 1/26/96 SCALE: NTS DWG. R
Degrees = f 1/27 CHECKED BY: — DATE: -- SHEET 1 OF 4 SIZE I—)
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES. DWG. NO.: 101922 VER: IBC
FLORODLQ
,J
C
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0
Q
I
N
A
14
I
V
'CLASSIC' RAISED PANEL
EMBOSS DOORS
MODELS
24
GA
24 GA INS
25 GA
25 GA INS
25 GA
25 GA INS
CL❑PAY
84A,
94
73, 75
1500, 190
76
76V
IDEAL
4RST,
4Fm
4RSF
6RST
6RSF
2RST
--
HOLMES
48,
48B
—
42, 42B
55, 55S
--
--
SHORT PANEL
LONG PANEL
w — MODEL 4F IS FLUSH
.�`%
%0��
C
No 63286
* r
p STATE OF
.,00 %
•rrrr ( O R 1 V
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
'CARRIAGE HOUSE'
RAISED PANEL EMBOSS DOORS
MODELS
25 GA
25 GA INS
CLOPAY
'GALLERY'
GD5S, GR5S
GD5SV, GR5SV
H❑LMES
'ARTISTRY'
A RSS
ARSSV
IDEAL 'CARRIAGE
ED5S
ED5SV
HOUSE'
SHORT PANEL
IMPACT —RESISTANT CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT —RESISTANT GLAZING ARE
IMPACT —RESISTANT. OPTIONAL INJECTION —MOLDED POLYCARBONATE FRONT FRAME AND
GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH
IBC/FBC 2606.
THE ENITRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND MEETS THE IMPACT —RESISTANT REQUIREMENTS (REF. CHAPTER 16 FBC/IBC).
SECTION B-B (IMPACT -RESISTANT GLAZING OPTION
DETAIL 'D'
OPTIONAL DECORATIVE --2,25 MULTIPURPOSE HIGH BOND TAPE
SNAP —IN INSERT. (BETWEEN FRAME AND FACADE).
c:, 1 DECORATIVE FRONT FACADE.
STRUCTURAL SILICONE SEALANT
(BETWEEN STEEL SKIN AND FRAME).
IMPACT RESISTANT -
ONE—PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH
MOLDED GE LEXAN (10) #8 x 3/4" PAN HEAD MACHINE SCREWS.
SLX2432T FRONT
FRAME & GLAZING.
'AM
IMPACT -RESISTANT ASSEMBLY DETAILS
DRAWING 101922-A
3
SHEETi REVISIONS
2 OF 4 REV. N0. ZONE: DATE: ECN NO. APPVD: I DESCRIPTION
16 1 - -- - - I SEE REVISION HISTORY ON SHEET ONE.
STANDARD ASSEMBLY 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.
2
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
IMPACT -RESISTANT FRAME.
I1.25
#80/4" PAN HEAD SCREW
(10 SCREWS PER LITE).
STANDARD ASSEMBLY DETAILS
DRAWING 101922-B
MANUFACTURING PRODUCT COD
I
Pffi-2FI5316
SHORT PANEL: PAN-2F153
DESIGN LOADS: +32.0
P.S.F. & --32.0 R.S.F.
LONG PANEL: PAN-2F156
PART NO.: N/A
TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F.
Unless stated otherwise
TOLERANCES are
.0 = f.031
= � ����
CORPORATION
Duke 5040BoulevardSA
Mason,
Te,. N, 51 —770 USA
TeL No. 513-770-4800
Fax No. 513-770--4853
WINDL❑AD RATING
\ / D P 3 2
�/`/
.00 = t.015
.000 = t .005
.0000 = t.001
DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF
DRAWN BY: MWW
DATE: 1/26/96
1 SCALE: NTS
DWG
Degrees = t 1/2' CHECKED BY: --- DATE:
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES. DWG.
GFLOO RD WA p[
NO.: 101922
Ro-Nuar
SHEET 2 OF 4 SIZE B
VER: IBC
APP�VAL 16546
11
C
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0
II
3
2
IBJ
C
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0
'CLASSIC' RAISED PANEL
EMBOSS DOORS
MODELS
24
GA
24 GA INS
25 GA
25 GA INS
25 GA
25 GA INS
CLOPAY
84A,
94
--
73, 75
1500, 190
76
76V
IDEAL
4RST,
4Fw
4RSF
6RST
6RSF
2RST
--
H❑LMES
48,
48B
--
42, 42B
55, 55S
--
--
SHORT PANEL
LONG PANEL
m - MODEL 4F IS FLUSH
'CARRIAGE HOUSE'
RAISED PANEL EMBOSS DOORS
MODELS
25 GA
25 GA INS
CLOPAY
'GALLERY'
GD5S, GR5S
GD5SV, GR5SV
HOLMES
'ARTISTRY'
AR5S
AR5SV
IDEAL 'CARRIAGE
ED5S
EDSSV
HOUSE'
SHORT PANEL
IN THE CASE OF GYPSUM WALLBOARD LOCATED AT OR NEAR THE DOOR OPENING LOCATION THERE ARE TWO
ACCEPTABLE ALTERNATIVES:
1)THE WALLBOARD CAN BE CUT AWAY FROM THE DOOR OPENING AND 2X6 SOUTHERN YELLOW PINE WOOD JAMBS
MOUNTED DIRECTLY TO THE SUPPORTING STRUCTURE TO CREATE THE MOUNTING SURFACE. ALTERNATIVELY, THE
BRACKETS MAY BE ATTACHED DIRECTLY TO THE SUPPORTING STRUCTURE. SEE DETAIL BELOW. THE CENTER OF
SCREW HOLE MUST BE AT LEAST W FROM BOTH EDGES FOR A 5/16" LAG SCREW.
2) IF THE WALLBOARD IS NOT CUT AWAY TO EXPOSE THE UNDERLYING STRUCTURE (WOOD FRAMING MEMBERS), A
2X6 SOUTHERN YELLOW PINE WOOD BUCK OVER SHALL BE INSTALLED THE WALLBOARD FRAMING THE OPENING
USING THE JAMB ATTACHMENT FASTENERS LISTED BELOW. HOWEVER, THE JAMB ATTACHMENT FASTENERS MUST
BE OF A SUFFICIENT INCREASED LENGTH TO ACCOUNT FOR THE THICKNESS OF THE WALLBOARD TO ENSURE
PROPER FASTENER EMBEDMENT INTO THE STRUCTURAL FRAMING MEMBERS OF THE SUPPORTING STRUCTURE.
E
VfRTJCAL ,SAME ATTACHMENT (WOOD Fa6ME BUILDING5]:
3/8"x3" LAG SCREWS (1-1/2" EMBED) ON 24" CENTERS. 1-1 /8" MIN. O.D. WASHER REQUIRED. LAG SCREWS MAY
BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT
TRANSFER LOAD.
AET19AL JAMBTT Al -9 599NCRErE COLUMN):
3/8"x3" SLEEVE ANCHOR BOLTS (1-1/2" EMBED) ON 17" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS
INCLUDED WITH SLEEVE ANCHORS.
OR
1 /4"x3" TAPCON SCREWS (1-1/2" EMBED) ON 14" CENTERS (2,000 PSI MIN. CONCRETE) OR 8" CENTERS (C-90
BLOCK). 1" MIN. O.D. WASHERS REQUIRED WITH TAPCONS.
ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL
JAMBS DO NOT TRANSFER LOAD.
OTHER JAMB CONFIGURATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN PROFESSIONAL MAY ALSO BE
EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS.
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 THE DRAWING.
GO�T HAIN1A
4
�■�� � •' �,� C•E N SE.-.,� sue'.
No 63286
�:• STATE OF
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
11
3
SHEET, REVISIONS
3 OF 4 REV. N0. ZONE: DATE: ECN NO. APPVD: I DESCRIPTION
16 1 - - - - I SEE REVISION HISTORY ON SHEET ONE.
25 GA. MIN. G-40 GALV.
STEEL SKIN WITH A
BAKED -ON PRIMER AND A
BAKED -ON POLYESTER TOP
COAT APPLIED TO BOTH
SIDES OF STEEL SKIN.
SHIP LAP JOINTS.
1# DENSITY POLYSTYRENE FOAM
INSULATION 1 -5/16" THICK WITH
VINYL HAIRCELL BACKER
(INSULATED MODELS ONLY).
2
3" TALL U-BAR.
'K 20 GA. GALV. STEEL.
MIN. YIELD STRENGTH: 80 KSI.
"80 KSI° STAMPED ONTO U-BAR.
3,.
-d �-
1-7/8"
T
! GA. GALV. STEEL TOP ROLLER
RACKET. EACH BRACKET ATTACHED
/(4) #14x5/8" SHEET METAL
R EWS.
BOTTOM OF SECTION: U-BAR PLACED
ABOVE OF LEAF HINGE AS SHOWN.
14 GA. GALV. STEEL END HINGE
FASTENED TO END STILES W/(4) EACH
#14x5/8" SHEET METAL SCREWS & (4)
1 /4" SELF TAPPING SCREWS.
TOP OF SECTION: U-BAR PLACED ON
TOP OF LEAF HINGE AS SHOWN.
3" TALL x 20 GA. GALV. STEEL U-BAR.
ONE AT THE TOP OF EACH SECTION AND
ONE AT THE BOTTOM OF EACH SECTION.
EACH U-BAR ATTACHED WITH (2)
1 /4"x3/4" SELF TAPPING SCREWS PER
STILE LOCATION.
3 GA. GALV. STEEL BOTTOM BRACKET.
FTACHED WITH (2) #14x5/8" SHEET METAL SCREWS
_UMINUM EXTRUSION
& VINYL WEATHERSTRIP.
SECTION A -A (SIDE VIEW)
MANUFACTURING PRODUCT CODE
11-a GA. DOORS. MPC PAN-2F1 Q/6 SHORT PANEL: PAN-2F153
DESIGN LOADS: +32.0 P.S.F. & -32.0 P.S.F. LONG PANEL: PAN-2F156
TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A
Unless Stated Otherwise _ MCI Tel.
8585 Duke Boulevard WINDLOAD RATING
TOLERANCES are _ Mason,
el No. 5134774 USA
4800 W 5 D P 3
.0 = t .031 CORPORATION Fax No. 513-770-4853
.00 = t.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF
.000 = t .005
.0000 = t.001 DRAWN BY: MWW DATE: 1/26/96 SCALE: NTS DWG. R
Degrees = t 1/2' CHECKED BY: -- DATE: -- SHEET 3 OF 4 SIZE L
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES. DWG. NO.: 101922 VER: IBC
FLOO G�ODD A p ODMC 7 ANN"rO AL 16546
I
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C
C
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0
0
'CLASSIC' RAISED PANEL EMBOSS DOORS
MODELS 24 GA 124 GA INSI 25 GA 125 GA INS 25 GA 125 GA
CL❑PAY 84A, 94 -- 1 73, 751 1500, 190 76 76V
IDEAL 4RST, 4FW 4RSF I 6RST I 6RSF 2RST --
HOLMES 48, 48B -- 142, 42BI 55, 55S -- --
SHORT PANEL LONG PANEL
w — MODEL 4F IS FLUSH
2" TRACK CONFIGURATION.
NOTE: TRACK CONFIGURATION
ABOVE THE DOOR OPENING DOES
NOT AFFECT THE WIND LOAD
RATING OF THIS DOOR.
3" TRACK IS ALSO AVAILABLE.
'IiiII►I►►►►I
cj
NO 63286 •'�*�
'. STATE OF 4U
.0 R,p•
.s'O N A tist� 00
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
n
3
'CARRIAGE HOUSE'
RAISED PANEL EMBOSS DOORS
MODELS 25 GA 25 GA INS
CL❑PAY 'GALLERY' GD5S, GR5S GD5SV, GR5:
H❑LMES A
'ARTISTRY' RSS ARSSV
H❑USE' ED5S I ED5SV
SHORT PANEL
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 30" O.C.
62"f4" 2" GALV. STEEL TRACK,
TRACK THICKNESS: 0.060".
36"t2" TYP. 2-1/2" X 12 GA (0.099 ")
GALV. STEEL TRACK BRACKETS,
ATTACHED TO JAMB WITH (1)
5/16" X 1-5/8" LAG SCREW PER
TRACK BRACKET.
loll
3-1/2"
3
2
SHEET, REVISIONS
4 OF 4 1 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
16 — I— — — I SEE REVISION HISTORY ON SHEET ONE.
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT).
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.
ONAL STOP MOULDING BY INSTALLER (TO SUIT).
GA GALV. STEEL END STILE.
,20 GA. MIN. GALV. STEEL INTERM. STILE.
18 GA. GALV. STEEL CENTER HINGE
7/16" I.D. ROUND PUSH FASTENED SOR. STILES
SCREWS.
EACH
NUT FASTENER. #14x5/8" SHEET
14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8"
SHEET METAL SCREWS AND (4) 1/4" SELF TAPPING SCREWS PER END HINGE.
2" GALV. STEEL TRACK FASTENED TO
12 GA GALV STEEL TRACK BRACKETS
WITH EITHER (2) 1/4" DIA. RIVETS OR �2" DIA. SHORT STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
(1) 1/4" X 5/8" BOLT & NUT PER SECTION C—C
TRACK BRACKET.
PREPARATIONTH R .
LHR BRACKET (2-1/2" x 5-3/4" x 12GA)
ATTACHED WITH (2) 1/4" x 3/4" SELF TAPPING
SCREWS,
DOUBLE TRACK
LOW HEADROOM OPTION
DOUBLE HORIZONTAL
TRACK.
MANUFACTURING PRODUCT CODE
I 2� GA. D-QQRS. MPC P,AN-2i-i53(6
DESIGN LOADS: +32.0 P.S.F. & —3, P.S.F.
TEST LOADS: +48.0 P.S.F. & —48.0 P.S.F.
SHORT PANEL: PAN-2F153
LONG PANEL: PAN-2F156
PART NO.: N/A
Unless Stated Otherwise
8585 Duke Boulevard
WINDLOAD RATING
TOLERANCES are
raoson, OH 4504a USA
USA
= C10par Tel. No. H 45040 600
\ / D P 3 2
.0 = t.031
CORPORATION Fax No. 513-770--4853
W
.00 = f.015
DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF
.000 = t .005
.0000 = t.001
DRAWN BY: MWW DATE: 1/26/96
SCALE: NTS
= t 1/7
CHECKED BY: -- DATE: --
[DWG.Degrees
SHEET 4 OF 4 IZE B
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES.
DWG. NO.: 101922
VER: IBC
2
FLOO RD O10A
p 13 ODMCTI A P F HE GWAL 16546
LJ
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NO