10-558-017r
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JOINT USE PREMOLDED JOINT FILLER
ISOLATION
JOINT (IJ)
C`AU /I'I IT 4 "111
BURKE KEYED KOLD FORM
SAW -CUT
JOINT (SJ)
CONSTRUCTION
JOINT (CJ)
4 ,111,-111 -1111
* SAWCUT AS SOON AS POSSIBLE AFTER CONCRETE
HARDENS. SAW CUTTING MUST BE COMPLETE WITHIN
S HRS. AFTER POURING.
CONTROL JOINTS
SLAB ON GRADE
DRILL
3/4 "Ox4" HOLES
03' -0"
O.C. AND SET
#5 IN
EPDXY
2 #5
8 "x8"
CONCRETE
STARTER COLUMN
STARTER COLUMN AT EXISTING MASONRY
12 "x12" COLUMN WITH
4 #6 BARS AND #3
COLUMN TIES 012" O.C. U.O.N.
COLUMN DOWELS TO BE
SAME SIZE & QUANTITY
AS COL. REINF, WITH
ACI STD HOOK
N
'M
3" CL. a
- 1II- II1= 1I1= 1I1 =1I1= 1I1 =1II III =
—I 11 =1 11 =1 11 =1 11 =1 11 =1 11 -1 I I I l
4'- 0 "x4' —O" FOOTING
5 #5 EACH WAY
r9_�
COLUMN FOOTING DETAIL
a" MASONRY �V
x3' -0°+ OOK J8. T EXISTING r
-K 3 #4 CONT.
.:� W
- - - >r--
14 04 04
- -- -
X
1I-
1 I I =I = N -j 11 =1TI =, i I I I 11=1 I �-
,
i-
�III ' I —IZI —ITI-
3 #5 ILA —� 6" 2' -0"
1a"
F DRILL AN Y" Ox5" HOLE AND
EXISTING SETA #5x3' -0" TO MATCH
FOOTING COLUMN REINFORCING
('2'
MASONRY WALL 3 MASONRY COLUMN FOOTING DETAIL 4 SLAB STEP DETAILS
ON THICKENED SLAB
8"x16" EXISTING
BEAM
' nimrn�wn n x nmwmenx ,M d,ummmnuuunni n mw n . 7_.. n nn n irvnmmu :+:,n»wimxlinnmmiuimnr,,.
— MINIMUM LINTEL BEARING i"
rt EACH END.
Ise" 0 WEDGE ANCHOR WITH
4" MIN. EMBEDMENT IL — EXTEND BARS 6" BEYOND FACE
EXISTING SLAB Y4 "f�x4" CONCRETE SCREWS 3 OF SUPPORT.
012 "O.C. STAGGERED ON GRADE 012" O.C. 1}�" EMBEDMENT
'° INTO EXISTING CONCRETE.
PL h"x14 "xCONT EACH SIDE
ti �T ALONG FULL LENGTH OF
1 1, �- EXISTING BEAM,
{ 2 FOR OPENINGS 1 TO 12 —0 WIDE
III I Mm ... - III =III =111 =III I #6 NG "- " "
ITI =1 I (; 11T
II- 2 #6 FOR OPENINGS 6' -1" TO 12' -0" WIDE
DRILL AN 'X6 "0x5" HOLE AND
SETA #5X3'—O" DOWEL TO 2 #5 FOR OPENINGS 6' -0" WIDE OR LESS
12" 12" 12"
MATCH PILASTER REINFORCING 2 #6 FOR OPENINGS 6' -1" TO 12' -0" WIDE
ANCHOR DIAGRAM FOR EXTERIOR WALLS
�7
NEW TO EXISTING SLAB r8� TYPICAL LINTEL DETAIL
W.A. WITH 1�" EMBEDMENT CHIP DOWN SLAB 2
TO RECESS PLATE
STOREFRONT FRAME CONNECTION
SEE ARCHITECTURAL DRAWINGS FOR LOCATION
1
1;
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' «4° SOUTH t`AIAM 4
t > JIL(7ING DEPT.
, rC?UCTURAL SECTION
S3.0
1 1
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AEOITON &
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NATALI A:
FERNANDO'S
RESIDENCE
5901 S.W. 81 STREET
SOUTH MIAMI, FL 33143
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4` %+ No 47013 4w
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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. Zilio, P.E. Fla. Reg. No. 47013
INI ProjectNo.10M14
q1tff TE3
ASSOCIATES, RA,
ARCHITECTS
500 SOUTH DIXIE HWY, SUITE 30
CORAL GABLES, FL, 33146 PH. (305) 665 -064
MAY 199 2011
JOHN E. JUNKIN AR 00645
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