11-354-031TYP. 16 GA. MIN,
SCREW STUDS
NOTE: BACKING PLATES FOR
UPPER WALL HUNG
CABINETS (UP TO 2
SHELVES) BASE CABINETS,
FULL WEIGHT CABINETS,
HANDRAILS, GUARDRAILS,
GRAB BARS, WALL HUNG
EQUIPMENT, ETC. MAXIMUM
WEIGHT - 250 LBS. /FT.
CONT. AND NOTCHED 6" X
18 GA. MTL. BLOCKING
ATTACHED TO STUDS W/
(3) #8 F.W.S.D.S.
BLOCKING DETAIL
TYP. 20 GA. MI
SCREW STUDS
BACKING PLATE
16 GA. ATTACHE
#6 F•14.5,D,S.
1
•
1
•
•
DOUBLE: STUD !
SIDES OF
OPENINGS
1. SEE TYPICAL WALL
FRAMING FOR GAUGE OF
STUDS, VERIFY LENGTH,
HEIGHT, LOCATION OF
BLOCKING, AND NUMBER.
2. REQ'D WITH ACCESSORY
MANUFACTURERS. USE #12
SELF TAPPING SHEET METAL
SCREWS WHEN ATTACHING
ITEMS TO BLOCKING,
3. WALL STUD FLANGES ARE
CONTINUOUS AT BLOCKING
S
_ I T
BACKING PLATE DETAIL
i
f
l!
TYPICAL WALL
FOR GAUGE OF
VERIFY LENGTH,
LOCATION OF
PLATE, AND NUMBER,
D WITH ACCE55ORY
:TURERS. USE #12
PPING SHEET METAL
WHEN ATTACHING
0 BACKING PLATE.
. STUD FLANGES ARE
SUS AT BACKING
PLATE.
PAINTABLE SEALANT AND
BACKER ROD
FC -13
d • m , . .
PLATFORM_j��')rQIN
N.T.S. L WALL BASE (PLATFORM)
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ALL BASE (PLATFORM) F
02DA1�
I- - -.. .. - .._..
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CONCRETE FLOORS
1sASE WALL BASE (NON- RATED)
NOTE. REFER TO RCP FOR CEILING FINISH
VARIES
B.O. E CEILING `
d �
a a r d
VARIES ..
13.0. CEILING
Q .
7/8" METAL FURRING •
CHANNELS ! 16" O.C.
(RUN WORIZONTALLY)
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01 -0j1
FINISH FLOOR
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CRETE FLOORS
K WALL BASE (RATED)
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G.C.
FRAMING AS TIGHT
AS POSSIBLE
(E) CONC. COLUMN
(1) LAYER OF 5/6" TYPE "X"
GYP. BD. EXTENDING FROM TOP
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CLG. OR TIGHT TO MALL DECK
ABOVE AS REQUIRED PER LOCAL
BUILDING AUTHORITIES.
SALES AREA
BRAKE METAL PANEL- EMBED
BELOW FINISH FLOOR A MINIMUM
OF 1/6"
314" PLYWOOD
ON METAL FRAMING, S.S.D.
HOLD PANEL UP 3/8" TO APPLY
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NOTE: REFER TO RCP FOR CEILING FIN15W
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REVISIONS:
hr•UIREO •Y:
DATE
04/01/11
INDICATES NO REVISION TO THIS SHEET
J SHREMSHOCK
Shremshock Architects, Inc.
Geral•I S. Shremshock, Architect
t 6130 S. Sunbury Md. Westerville, OM 43061
t:6145454550 f: 614 545 4555
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/DRAWING NUMBER:
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SEE CONSTRUCTION PLAN BUILDING AUT14OR11TI
NOTE: DRAWINGS WITH THIS STAMP
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REVISIONS:
hr•UIREO •Y:
DATE
04/01/11
INDICATES NO REVISION TO THIS SHEET
J SHREMSHOCK
Shremshock Architects, Inc.
Geral•I S. Shremshock, Architect
t 6130 S. Sunbury Md. Westerville, OM 43061
t:6145454550 f: 614 545 4555
z ..
f1 e+ OF
zii.. *;wfr r-
L—w A-,-
lU L) A—
E
5E)= CONS CTION
PLAN U) -4 5
B °'° DATE ISSUED: 02/18/11
_ 716
DESIGNED BY: MD
DRAWN DY: MDP
CHECKED MY: KMM
COLUMN
AND BASE
DETAILS
/DRAWING NUMBER:
INDICATES NO REVISION TO THIS SHEET
J SHREMSHOCK
Shremshock Architects, Inc.
Geral•I S. Shremshock, Architect
t 6130 S. Sunbury Md. Westerville, OM 43061
t:6145454550 f: 614 545 4555
z ..
f1 e+ OF
zii.. *;wfr r-
L—w A-,-
lU L) A—
E
5E)= CONS CTION
PLAN U) -4 5
B °'° DATE ISSUED: 02/18/11
_ 716
DESIGNED BY: MD
DRAWN DY: MDP
CHECKED MY: KMM
COLUMN
AND BASE
DETAILS
/DRAWING NUMBER: