HomeMy WebLinkAbout64INTERIOR
EXP. JT. MA ''
141
FLANGE OR
HSS COLUMN PER
PLAN C YT c o l e115
IN
BLOCK OUT TO BE LARGE ENOUGH TO
ACCOMMODATE BASE PLATES AND BRACES
IF SLAB IS PLACED BEFORE STEEL IS ERECTED
TYPICAL COLUMN ISOLATION JOINTS
NO SCALE
FINISH FLOOR
nnl i wu nn
SOFT OR UNSUITABLE SOILS
C*VPA%IATC*n AAII% DCDI Af%C*n
CONSTRUCTION JOINT
1/8"(f) SOFF-CUT SAWN JOINT
4. w
a d c N
3/4"0 X 16" LONG SMOOTH
DOWEL 0 12" O.C. COAT
OR PROVIDE SLEEVE ONE
END TO PREVENT BOND.
CONSTRUCTION JOINT CONTROL JOINT
NOTES:
1. D * IS DEPTH TO SUITABLE SOILS.
2. CONTRACTOR IS RESPONSIBLE FOR COMPLYING
WITH OSHA AND OTHER AGENCY REGULATIONS.
TYPICAL FOOTING UNDERCUT DETAIL
NO SCALE
TYPICAL SLAB ON GRADE JOINTS
NO SCALE
TYPICAL WALL FOOTING
3#5X6'-0"
PIPE BY PLUMBER
4 a d d
4 d a 4 a
°
R a'
d .. d G
'4_ a. d A.
c d
a°
4 "
a d d d a c a 14
4,4
c Llad
a. Q d d a
d , a
4 .d d -✓ a
! a
2 ° a
3 #5
a d'
A a
1
1'-6" 1'-6"
TYPICAL PIPE THRU FOOTING DETAIL
NO SCALE
I
DOWEL TO MATCH
�--- MASONRY REINFORCING
IMIN. #5 0 40" O.C.
I�- CL OF WALL
I�
CONCRETE SLAB -\
PER PLAN FIN. FLR.
EL. PER PLAN
00 �J a4� d
• 4 •
0
(2) #5 BARS
8" 8"
1'-4"
THICKENED SLAB DETAIL
NO SCALE
WALL PER PU
FIN. GRADE PE
T FTG. EL
PER PLAN
EXTERIOR WALI
FOOTING PER
FOOTING AND
REINF. PER PLAN
'M b D
\'
p PD P .D h A D
:39-0-
h
2D—
D
PROVIDE BARS OF SAME SIZE AND 4'_0" 3'-0"
QUANTITY AS TYPICAL FOOTING
TYPICAL FOOTING STEP DETAIL
NO SCALE
3'-0"
TYPICAL FOOTING TRANSITION DETAIL
NO SCALE
FIN. FLR. EL.
PER PLAN
T/FTG. EL.
PER PLAN
NTERIOR WALL
-DOTING PER PLAN
�¢Z
J
REINFORCING BAR
LAP SPLICE SCHEDULE
CONCRETE CONS'rRUCTION
BAR SIZE
LAP LENGTH
CLASS A
CLASS B
#3
1'-4"
1'-10"
#4
I'-10"
2'-4"
#5
2'-3"
3'-0"
#6
2'-9"
3'-8"
#7
4'-0"
5'-2"
#8
4'-8"
6'-0"
#9
5'-2"
6'-8"
SCHEDULE NOTES:
1. PROVIDE LAP SPLICES AS SHOWN ABOVE UNLESS
LONGER LAPS ARE INDICATED ON THE DRAWINGS.
2. PROVIDE CLASS B SPLICE UNLESS CLASS A IS
CALLED FOR IN DETAILS.