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CONC. SLAB
(REFER TO P
OIL T.O. SLAB
REFER TO PLAN
VAPOR BARRIER
—1 BAR AT
SCHEDULED OPENING
SPACING
2 BARS
3 BARS
1-4 r '
AT CORNERS 1 BAR AT
SCHEDULED AT OPENINGS
SPACING
TYPICAL MASONRY WALL REINF.
N.T.S.
"Q:
4
f ,Q
w f COLUMN DOWELS TO
BE SAME SIZE do
COLUMN QUANTITY AS COL.
REINF, WITH ACI STD
Of HOOK
a f.
151— 0
ril
�Tf
• • 7%
3" CL. 4 M 1 r
L FOOTING, SEE PLAN &
v SCHEDULE FOR SIZE AND
REINFORCING
COLUMN SECTION
SCALE: 3/4" = 1' -0"
ISOLATION
JOINT
l I I =III =1 11 =1 I I =1 , j•
- ;
5
CMU WALL
(REFER TO PLAN)
ti
i4.• •.
.a
CONC. FOOTING
(REFER TO PLAN)
TYPICAL WALL SECTION AT OPENING
SCALE: 3/4" = 1' -0"
WINDOW
OL T.O. WALL COORD.
W ARCH. DWGS. �:
�- .�; ILL (REFER
'' '� TO PLAN)
4•
8" CM
; r
4t XIST. SLAB
% (F.V.)
—#5 0 48" IN GROUT FILLED CELL
W/ HOOKED END EMBED. 21 INTO
EXIST. IN EPDXY ADHESIVE
WINDOW INFILL SECTION
CMU WALL
(REFER TO PLAN
SCALE: 3/4" = 1' -0"
CONC. TIE COLUMN
FILL GAPS W/
NON- SHRINK GROUT
A" .. -
51" VENEER ANCHOR
CORRUGATED EVERY
OTHER COURSE W/
J "Ox1" CONCRETE SCREW
EXIST. TOP
DF FOOTING
(F.V.)
CONC. FOOTING I=1i\(Z) #5x34" EMBED. 4"
(REFER TO PLAN)
INTO EXIST. IN EPDXY
ADHESIVE (TYP.)
3 FOOTING AT EXISTING
SCALE: 3/4" = 1' -0"
MASONRY
INFILL WAL.
INFILL DETAIL
WITHOUT REINFORCEMENT
SCALE: 3/4" = 1' -0"
EXIST. GROUT - - - -L _ o
FILLED CELL (F.V.) 2' LAP 1n cn
SPLICE
.#5x34" EMBED. 4" INTO
EXIST. CONC. IN EPDXY
ADHESIVE EA. END
EXIST. SLAB ON
GRADE (F.V.)—
LL
MU WALL
WINDOW INFILL ELEVATION
SCALE: 1/2 " V-0"
DGE
T.E. SECTION
SCALE: 3/4" = 1' -0"
B ON GRADE
FER TO PLAN)
ST. MASONRY
LL (F.V.)
* PROVIDE SEALANT WHERE
REQUIRED BY ARCHITECT SAW
CUT AS SOON AS POSSIBLE
AFTER CONCRETE HARDENS. SAW
CUTTING MUST BE COMPLETE
WITHIN 8 HRS. AFTER POURING.
• r • • r
• • Y • �
• Y • r i
• • Y
• Y i
Y V � • i
4 • •
••'5• • •••wi tj
Y2" JOINT USE PREMOLDED
JOINT FILLER
a • • A 4.1SOLATION
Q JOINT (IJ)
SAW —CUT Y4 TO Y
OF SLAB DEPTH
• SAW -CUT
JOINT (SJ)
CONTROL JOINTS
N.T.S.
BOTTOM CHORD
BRACING (BY OTHERS)
(REFER TO PLAN)
PLYWOOD
SHEATHING
PREFAB WD TRUSS :i i::
(BY OTHERS) .;
CONC. TIE BEAM
(REFER TO PLAN)
4•
CONC. SLAB
(REFER TO PLAN
O, T.O. SLAB
REFER TO PLAN
CMU WALL
(REFER TO PLAN) -
ISOLATION
TO GENERAL NOTES ON
SHEET S -1)
TYPICAL WALL SECTION
SCALE: 3/4" = 1' -0"
ST<.,LL1.1 � UR-AL S C'T10N
dh
l
-UPLIFT CONN. (REFER
TO PLAN do SCHEDULE)
ik T.O. BEAM
REFER TO PLAN
WD FASCIA ( COORD.
W/ ARCH. DWGS.)
O.H.
SEE PLAN
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SW C 'O n g o
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Ln to
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CONT. CONC. FOOTING D
(REFER TO PLAN) h u
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Job No. 12 -018
Date 02/18/13
Scale SHOWN
SECTIONS
& DETAILS
Sheet No.
s3.0
s
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w
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ti
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Y
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Job No. 12 -018
Date 02/18/13
Scale SHOWN
SECTIONS
& DETAILS
Sheet No.
s3.0
s
u
n
cu
w
.
ti
u
H
Y
u
co
C
-o
U