10-558-016a
Y2" JOINT USE PREMOLDED JOINT FILLER
ISOLATION
06 04 04
JOINT (IJ)
SAWCUT 1"*
SAW-CUT
m if W 9 X 06 of m m 14
JOINT (SJ)
T%
BURKE KEYED KOLD FORM
CONSTRUCTION
JOINT (CJ)
'T1 N'" ml m11=F1r='1' I
SAWCUT AS SOON AS POSSIBLE AFTER CONCRETE
HARDENS. SAW CUTTING MUST BE COMPLETE WITHIN
8 HRS. AFTER POURING.
CONTROL JOINTS
SLAB ON GRADE
DRILL
3/4"Ox4" HOLES
93'-0"
O.C. AND SET
#5 IN
EPDXY
2 #5
8"x8"
CONCRETE
STARTER COLUMN
A v Z Z Z.Z
STARTER COLUMN AT EXISTING MASONRY
---12"x12" COLUMN WITH
4 #6 MARS AND #3
COLUMN TIES 012" O.C. U.O.N.
—COLUMN DOWELS TO BE
SAME SIZE is QUANTITY
AS COL. REINF, WITH
ACI STD HOOK
T 7"
f
3" CL. .2
0
L4'—O"x4'-0" FOOTING
5 #5 EACH WAY
COLUMN FOOTING DETAIL
rl
MASONRY WALL
ON THICKENED SLAB
ANCHOR DIAGRAM
NEW 8"x24" MASONRY
COLUMN REINFORCED
WITH 3 #5
11"x16" EXISTING
%"0 WEDGE ANCHOR WITH
4" MIN. EMBEDMENT
•112"O.C. STAGGERED
PLV'x14"xCONT EACH SIDE
ALONG FULL LENGTH OF
EXISTING BEAM.
EXISTING
Ali
mill
I I
DRILL AN %"'Ox5" HOLE AND
x
EXISTING
SETA #5 3'-0" TO MATCH
FOOTING COLUMN REINFORCING
MASONRY COLUMN FOOTING DETAIL
- EXISTING SLAB Y4-Ox4- CONCRETE SCREWS
ON GRADE 012" O.C. 1h" EMBEDMENT
F INTO EXISTING CONCRETE.
DRILL AN %6"Ox5" HOLE AND
SET A #5X3'-O" DOWEL TO
MATCH PILASTER REINFORCING
�7� NEW TO EXISTING SLAB
NOTE:
DO NOT REMOVE EXISTING
COLUMNS UNTIL NEW
PILASTER HAS BEEN POURED
NEW MASONRY COLUMN AND BEAM REINF.
FAMILY Room SCALE: 1Y2"=1'-0"
EDGE OF SLAB
PL %x9"x5" WITH 2—%"0 CHIP DOWN SLAB 2"
W.A. WITH 1%" EMBEDMENT TO RECESS PLATE
1 0 STOREFRONT FRAME CONNECTION
FAMILY ROOM
4'� SLAB STEP DETAILS
U
�'*'� TYPICAL LINTEL DETAIL
SEE ARCHITECTURAL DRAWINGS FOR LOCATION
CITY WSOUTH NVAMI
SUILDING DEPT.
M
�,UCTIJRAL
S3.01
MINIMUM LINTEL BEARING
8"
EACH END.
EXTEND BARS 6"
BEYOND
FACE
OFSUFFORT.
-2
#6 FOR OPENINGS
9'-1-
TO 12'-0" WIDE
-2
#6 FOR OPENINGS
6'-1-
TO 12'-0" WIDE
- 2
#5 FOR OPENINGS
6'-0-
WIDE OR LESS
2
#6 FOR OPENINGS
6'-1-
TO 12'-0" WIDE
FOR EXTERIOR WALLS
�'*'� TYPICAL LINTEL DETAIL
SEE ARCHITECTURAL DRAWINGS FOR LOCATION
CITY WSOUTH NVAMI
SUILDING DEPT.
M
�,UCTIJRAL
S3.01
"A- "
DC
ITON &
c,TjTF,jRAT10N
TO
1`iATEi7.7rZ: &
N EHNANDO'S
RESIDENCE
5901 S.W. 81 STREET
SOUTH MIAMI, FL 33143
(0
1 07-29-10 REVIEW COMMENTS
— I
REV DATE DESCRIPTION
•
BLISS & NYITRAY, INC.
STRUCTURAL ENGINEERS
Certificate of Authorization No. CA 674
800 Douglas Road, Suite 300
Coral Gables Florida, 33134
Tel. (305) 442-7086 Fax (305) 442-7092
www.bniengineers.com
Paul A. Zillo, P.E. Fla. Reg. No. 47013
BNI Project No.10M14
ASSOCIATES, P.A.
AR CHITECTS
500 SOUTH DIXIE MW, SUITE 303
CORAL GABLES, FL. 33146 PH. (305) 665 -0641
MAY 1% 2010
JOHN E. JUNKIN AR 006454
*•o•
"A- "
DC
ITON &
c,TjTF,jRAT10N
TO
1`iATEi7.7rZ: &
N EHNANDO'S
RESIDENCE
5901 S.W. 81 STREET
SOUTH MIAMI, FL 33143
(0
1 07-29-10 REVIEW COMMENTS
— I
REV DATE DESCRIPTION
•
BLISS & NYITRAY, INC.
STRUCTURAL ENGINEERS
Certificate of Authorization No. CA 674
800 Douglas Road, Suite 300
Coral Gables Florida, 33134
Tel. (305) 442-7086 Fax (305) 442-7092
www.bniengineers.com
Paul A. Zillo, P.E. Fla. Reg. No. 47013
BNI Project No.10M14
ASSOCIATES, P.A.
AR CHITECTS
500 SOUTH DIXIE MW, SUITE 303
CORAL GABLES, FL. 33146 PH. (305) 665 -0641
MAY 1% 2010
JOHN E. JUNKIN AR 006454