09-201-0020
ZONE
WIND PRESSURE
DIAGRAMS
PROVIDE 2' OBSERVATIOD
HOLES AT 4' O.C.
PROVIDE 4' CLEAN OUT
ON TOP OF SLAB
h
L-.1
—i�—
f
HOOK ALL BARS W/ 90'8
AT TB & SLABS
SAME SIZE AS VERTICAL
STEEL W/ 48 BAR DIA LAP
i*vfASONRY F"-ILL CELL APE 7A I L
TERMINATE ALL VERTICAL STEEL W/ 90 DEC.
HOOK TYPICAL
*]
CORNER DETAIL WALL INTERSECTION
FILL 3 CELLS W/ 3 -5'S H FILL 2 CELLS W/
I-=� 2 -S'S
END WALL
FILL 2 CELLS W/ 2 -05'8
WALL OPENING
COURSES (TYP)
TYf=. WALL
SPACING SEE NOTE 2
FILL 2 CELLS W/ 2 -45'S
FILL 2 CELLS W/ 2 -5'S
NOTES
1. PROVIDE OZ GA LADDER TYPE HORIZONTAL REINR 9 16' O.G. MAX
LAP AT WALL INTERSECTION WITH 'T' OR 'L' CORNER SECTIONS.
SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
2. LOAD BEARING MASONRY BLOCK WALLS SHOWN ON PLANS SHALL
BE REINFORCED AS FOLLOWS:
a. FOUNDATION TO ROOF: 45 0 24' O.C. VERTICAL
b. WALL OPENINGS TO BE REINFORCED W/ 2 05 BARS SPACE
BARS w I6' O.C.
3. FOR ADDITIONAL APPLICABLE REINFORCED MASONRY NOTES SEE SHEE
S -1
f �0 A p- - OM-14 . v Z
tlZV,-12�
DROP CONCRETE BE
ADD 2 #k5 FOR EVER'
BEARING ON EACH S
PROV
OPEN
CONCRETE SLAB / FC
PLAN FOR REINFORCI
t(2v, -12v
WEST ELEVATION
3tt IW%NUNKT NU It FUK brAUNU
KN= OC^ 01=r=NlNCG Rr=lNf =. DETAIL. TYi=.
5 - --- --- - ----- " -
8' X 8' CONCRETE CAP W/ 2 #k5 EXTENDED
INTO ADJACENT CELL 8' MIN.
W /- 'X3;"TAP
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NCE, TYPICAL
EAST ELEVATION
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