HomeMy WebLinkAbout041 A407.pdf7 3/4"
EQ EQ
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BOND BEAM
UNIT
( 10/
STD 90
DEGREE
HOOK
81, cmu
8" X 16" CMU
BOND BEAM
FIR. WALL
WITH (1) #5
LINTEL
TOP AND BOTT
0' — 11 5/8"
2 1/2"
2 1/2"
CLR
CLR
z
0
in
KNOCK OUT
BOND BEAM
UNIT
0 EA UT M
STD 90
DEGREE
HOOK
121, cmu BONDBEAM
WITH (1) #5 TOP
FIREWALL AND BOTT
LINTEL ABOVE,
TYP
— — — — — — — — — --
8" CMU FIREWALL
— — — — — — — — — — — — — — — --
PLAN DETAIL AT
JAMBS
— — — — — — — — — — — — — — ----
12" CMU FIREWALL
PLAN DETAIL AT
---------------- JAMBS
Loo 16" TYP lr. M�'Nk lrs Mr^^ A R A
Typical Jamb and Lintel Reinforcing Details at 8" and 12" CMU Firewalls
111=11-01,
kE
9- .1law", m
t=
THICKNESS
OF WALL
BEING
BRACED
WALL
ELEY-A
NOMINAL I MAXIMUM DISTANCE
WALL BETWEEN
THICKNESS PERPENDICULAR
"t" (INCHES) BRACING WALLS "d"
411
91-011
611
13'-6"
8"
181-011
1011
211-6t'
121"
25t-Orl
NOTES:
1. ALL INTERIOR NON -LOAD BEARING MASONRY PARTITION WALLS MUST BE BRACED,
2. PARTITION WALLS MAY BE BRACED BY PERPENDICULAR WALLS IF DISTANCE
BETWEEN PERPENDICULAR WALLS COMPLIES WITH THE TABLE ABOVE.
3. REFER TO ARCHITECTURAL DRAWINGS FOR PARTITION TYPES AND CLOSURE/ FIRE
SAFING CONDITIONS AT TOP OF WALL.
4. WALLS WITH CONTROL JOINTS OR OPENINGS GREATER THAN 6'-0" TALL LOCATED IN
THEM MAY NOT BE BRACED BY PERPENDICULAR WALLS; BRACE TOP OF WALL TO
ROOF FRAMING ABOVE.
VERT BARS WITH STD 90
DEGREE HOOK IN BOND
BM
VERTICAL BARS
CONTINUOUS THROUGH'
BOND BEAM
OPENING
REFER TO SECTIONS
FOR TYP BAR SIZE AND
SPACING
ADDED VERT BAR
EACH SIDE OF
OPENING
AEBAR LAP SPLICE
EQ EQ
VERT REINIF STEEL
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DO NOT PLAC
CONDUIT IN
CELLS WITH
REINF I
GROUT JAMB SOLID
GROUTED FULL - L - L -_ HEI - GH , T LINTEL ABOVE,
CELLS AT TYP
VERT BARS
10 — — — — — — — — — — —
WTYPICAL 8" CMU
WALL PLAN DETAIL
LLI AT JAMBS
--------------- 4
TYPICAL BAR SPACING
00,
REFER TO SECTIONS
2 Jamb and Lintel Reinforcing Details at Typical 8" CMU Walls
111=11,011
W
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D
00
W
r
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Li
2 1/2" 2 1/2"
COVER
COVER
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VERT REINIF STEEL AT
FACES OF CMU
a a a 0 to a
N W W
TYPICAL BAR SPACING
WALL ELEVATION
DOMINION ab=0
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PROJECT PHASE.
Permit Drawings
PROJECT DATE:
0906 _______2012.12.27