05-41(2)-009TER" 11NATE COLUMN OF
STEEL INTO CONC. Moe
2 5 BEND BAR X 30'LONG, EACH DII
W14 03 9 12'O.C. ELSE WHERE AS PER SCHEDULE
W/4 030 12'O.C. ELSE WHERE AS PER SCHEDULE
SEE MASONRY
JIC7
FILL TWO END CELLS
SEE MASONRY NOSE
C
OVERLAP DUR -O -WAL FROM TWO WALL8
VERTICAL STEEL ON EACH SIDE OF OPENNG 3' -0' AND LARSER TWO VERTICAL STEEL ON
EACH SIDE OF OPENING GREATER THAN 2' -8' LESS THAN 5' -4' CONTRACTOR MAY FORM
UNEVEN COURSE LESS THAN 8' INSTALL 1 * 5 AS SHOWN HERE AND PLACE CONCRETE
MONOLITHIC WITH MASONRY WALL
GONG. BEAM CORNS K 4 I NTERSEGTI oil =ETAI L MASONRY CORNER �
��O l��LL n�T� I L �TA
eCALE,P ■r - V
4'CONC.SLA5 W/ 8X12 THICKENED
DG RCH(TDE)WITI-1 2 •5 COW.
SLOPE SEE FRAMNG PLAN
-
Z--=:arzA. DWG.
CONC.TB OR BOI
SEE SCHEDULE
HOOK ALL BARE
N TO TB 4 FTG.
t- Ta1wlPF= Z' OBSERVATION HOLE AT 4' -0' O -c- H"
SAME 812E AS VERT
PROVIDE 48X BAR
MAS0NK*io f= I LL GALL. 12=-TAIL
TEwmm ALL VERTICAL 6TEEL uv W* wmx Mr.)
(CRETE FOOTING
8'
4 L
WALL FOOTING SEE FRAMING PLAN
4 SCHEDULE FOR REIWORCIIIrs7--
DOOR OPEN I N 4 TL7r= =7ETA I L
SCALE: 14' . 1' - 0'
SEE SCHEDULES FOR
FOOTING 4 COLUMN
SIZES 4 REINFORCNG.
TYf=. G01�1G
6CALE� �y' ■ 1' - p'
TURN 1/2 BLOCK ON ITS SIDE
EVERY OTHER COURSE TO
fS GAGE DURo1UAL
.. FOR MIN. OF 4'
COLUMN =>ETA
IN. W/V5 CONT.
SAW CUT 1/4' X 2' DEEP, 12 HOURS AFTER TROWELLING
4 FILL WITH POLYURETHANE SEALANT BY SONNE50RN
CONTROLJOINT
1�
CONSTRUCTION JOINT
TOOL JOINT
SLAB TO BE POURED IN
CHECKERBOARD PATTERN
03 X 2' -0' a 24' O.C. TYP.
GREASE SIDE ON SECOND POUR
G01�lTROL C.,0N5TRUGT10N JOINT L:�=-TA I L
CONSTRUCTION JOINT APPLY TO CHECKER BOARD SLAB ONLY.
IL
Q
J
PROVIDE 4' CLEAN OUT
4 TIE DOWN ON TOP OF F:Ta- -,--
MASONRY WALL REFER TO MASONRY NOTE
FOR VERTICAL 4 HORIZONTAL REINFORCNG
1/2' EXP. MTL.
CONCRETE SLAB SEE FOUNDATION NOTE
T.O. SLAB
SEE FOUNDATION NOTE
T.O. FOOTNG
WALL FOOTING, SEE FOUNDATION PLAN
AND SCHEDULE FOR REINFORCNG.
71�1= I GAL 1NALL fOOTI N
SCALE: 34' ■ 1' - 0'
COORDINATE WITH WINDOW
REPRESENTATIVE
2'x 4' P.T. WD. BUCK WITH 1/4'X31/4' TAP -CON
SCREWS AT 4' FROM EACH ENDS AND 12' O.C.
BALANCE TYPICAL.
_OVER DOOR 4 WINDOW
DROP CONCRETE BEAM OVER ALL
OPENINGS AND ADD 2 •5 FOR EVERY.
12' INCREMENTS WITH 855R13. ON EACH
SIDES.
PROVIDE VERTICAL STEEL FOR
ALL OPENNGS 36' OR LAR13ER
AS PER MASONRY NOTE WITH 30' LAP
FOR • 5 BARS
8X8 CONC. CAP W/ 2 •5 EXTENDED INTO
ADJACENT CELL FOR MIN. OF 8'
FOOTING SEE FRAMING
4 SCHEDULE
SEE MASONRY NOTE FOR SPACNCx
= 001R /AI Nr:)OA Of= =-N I Nr Rr= I Nf= .i)=-T/4I L
SCALE: 4' ■ I' - 0'
3 'z' BAR 24' ON CEN -Mrz w Ann lri w
TYf='. STr=fi=f= =1 SLAB I:�=-TAI L
ek + 2' -0'
T.O. CAP
_REFER TO FND NOTE
T.O. FOOTING
f=LAN7= -R MALL r:)E7A I L
SCALE: 3/4' ■ I'- 0'
8 X 8 CONC. CAP
l / 5 CONT.
8' WALL SEE MASONRY NOTE
FOR REINFORCING
TO ARCHITECTURAL
*8 FOR WATER PROOFING
WF -I SEE SCHEDULE FOR
SIZE 4 REINFORCING
TIC- 5r=AM IRETA I L
6CAL$, Its . i' - of
FILLED CELL
SCHEDULE
07/21/04
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