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SLAB CONTROL JOINT
TYPICAL AT ALL
COLUMN LINES
I
SEE PLAN FOR VERTICAL REINFORCING -
SIZE AND SPACING LAP BARS 48 DIA
AT SPLICES, EXTEND BARS 40 DIA INTO
FOUNDATION WALL UNO
POUR SLAB, LEAVING OUT
AREA AROUND COLUMN.
INFILL WITH CONCRETE
AFTER SLAB HAS CURED
HORIZONTAL REINFORCING
- - — EVERY 16" VERTICALLY
(DISCONTINUOUS AT VERT
CONTROL JOINTS)
)f EXPANSION JOINT MATERIAL
BLOCK CORES w/ REINF
STEEL TO BE FILLED WITH
GROUT THE FULL HEIGHT
OF WALL
RUBBER CONTROL. JOINT –
SEE SPECIFICATIONS SEE
ARCHITECTURAL DRAWINGS
FOR JOINT LOCATIONS
COLUMN ISOLATION JOINT rO'8 TYPICAL MASONRY WALL REINFORCING,
SCALE: N3 crnc oos NZ403j SCALE: Nis uns -oos
JT MAT'L
UN
2 CL BEARING
PLATE SEE SCHEDULE
TYPICAL SLAB CONSTRUCTION JOINT
SCALE: NTS
SLAB
THICK.
JOINT
SPACING
JOINT
DEPTH
4
13'–Ow
1
5w
15'–Ow
71 r 1
6
15 –0
\j
18 -0
IV4
8
20 –0
2
9
247-0'
274w-
1 O
25 –0
"I
12
25 –0
3
CONSULTANTS
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= No.
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STATE OF
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TYPICAL SLAB CONSTRUCTION JOINT
SCALE: NTS
SLAB
THICK.
JOINT
SPACING
JOINT
DEPTH
4
13'–Ow
1
5w
15'–Ow
174
6
15 –0
11i
18 -0
IV4
8
20 –0
2
9
247-0'
274w-
1 O
25 –0
F9
12
25 –0
3
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1. CONTRACTOR TO PROVIDE CONTROL JOINT LAYOUT, BASED ON MAXIMUM JOINT SPACING, U.N.O.
TYPICAL SLAB CONTROL JOINT
SCALE: NTS
CONC -006B
PREFORMED CMU WALL
JOINT FILLER SEE PLAN
(Typ)
T SLAB T SLAB
+(SE PLAN) r r..'. —y'.;� .�- �•4�, +(SEE PLAN)
j. –(SEE PLAN)
• .j
TYP INTERIOR WALL FOOTING
SCALE: NTS
FDN- 058 -26125
WAIL
HORIZ JT
RONF
SCALE: NTS MAS -010
VERTICAL REINF
(CONT THRU
BOND BEAM)
CORE FILLED SOLID
WITH FINE GROUT
TYPICAL KNOCK -0
SCALE: NTS
�i
CONCRETE MASONRY
KNOCK –OUT BOND
BEAM UNITS
NOTE
BOND BEAM REQUIRED AT 8' -0'
MAXIMUM VERTICAL SPACING
UNLESS NOTED OTHERWISE
UT BOND BEAM
MAS -011 A
1
Ti
Ad
PIO
SCALE: NTS MAS -005
REINFORCING GROUT
(2) CORES ES
MASONRY OPENING 0
GABLE END WALL
REINF TO
MATCH
VERTICAL
S' DEEP BOND REINF TO
BEAM (OMIT Al. = MATCH
DOOR OPENING) Wes"
REINF
TYPICAL MASONRY WA
OPENING
DEEP BOND -
BEAM (OMIT AT
A� t>•R OPENING)
LL OPENING
ee
SCALE.. NTS (INTERIOR APPLICATIONS ONLY) MAS -006
NOTES:
1. REINFORCING SHOWN IS IN
ADDITION TO R13NFORCING
SHOWN ON PUNS AND
SPECIAL DETAILS
Z REINFORCING TO MATCH
WALL REINFORCING
INDICA10 ON PLANS
IN'rr -ruM M rV mnlf%n
LO
GROUT 0
FULL HEN
� �Q71' :�i!�i 1 ■I � ■ iurl7<i'i�iTd.
� Illlfil�N! 1 ■1I ■ �!l::62'SI �
i:r�l�� ■il ■n ■ �e■11 ■11!�
.
N WA I "I, gm;14 1 1-
CMU WALL
SCALE„ NTS MAS -007
TRUSS TYPE
HORIZONTAL
vERTICAL -
WALL RIENF
SEE PLAN
CONTROL JOINT
MATERIAL
TYPICAL MASONRY CON
NOTES:
1. BOND BEAM REINF SHALL
NOT BE LAPPED WITHIN
8' -0` OF CONTROL
JOINT.
Z HORIZONTAL JOINT REINF
TO BE DISCONTINUOUS
AT CONTROL JOINTS
BOND BEAM REINF
TO BE CONTINUOUS
— THRU CONTROL Jf
(WRAP WITH MASTIC
FOR BOND BREAK)
TROL JOINT
SCALE: NTS (SEE ARCHITECTURAL FOR LOCATION) MAS -008
1''
CONSULTANTS
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= No.
860325
STATE OF
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