10-558R-010Y" JOINT USE PREMOLDED JOINT FILLER
ISOLATION
JOINT (IJ)
SAWCUT 1 "*
BURKE KEYED KOLD FORM
* SAWCUT AS SOON AS POSSIBLE AFTER CONCRETE
HARDENS. SAW CUTTING MUST BE COMPLETE WITHIN
8 HRS. AFTER POURING.
CONTROL JOINTS
SLAB ON GRADE
8"
SAW -CUT
JOINT (SJ)
CONSTRUCTION
JOINT (CJ)
18" JJ
2 \ MASONRY WALL
STARTER COLUMN AT EXISTING MASONRY
CYICTIIJ/_` CI AD
Y "0x4" CONCRETE SCREWS
012" O.C. 1h" EMBEDMENT
INTO EXISTING CONCRETE.
r
NEW TO EXISTING SLAB
INSTALLING ANCHORS
CL
16)
Will
#3
1' -0"
2— C12x30 (ON EACH L8x4xNzx1' -5"
SIDE OF BEAM)
O 0
r
O
a
D
v:
5"
D
ANCHORS ON OPPOSITE
SIDE CHANNEL
EXISTING t— WO W.A. WITH 4" MIN.
TIE BEAM EMBEDMENT AT 12" STAGGERED
NOTE:
EXISTING PILASTER DO NOT REMOVE
EXISTING COLUMNS UNTIL
CHANNELS ARE INSTALLED
CHANNEL CONNECTION 0
TO PILASTER/ WALL SCALE: 1N2 " =1' -0"
MINIMUM LINTEL BEARING 8"
EACH END.
EXTEND BARS 6" BEYOND FACE
OF SUPPORT.
a
2
#6
ON THICKENED SLAB
OPENINGS
9' -1"
TO 12' -0" WIDE
3 — % "0 W.A. WITH
#6
FOR
OPENINGS
3�" EMBEDMENT
TO 12' -0" WIDE
2
#5
v
4. °
DRILL
3/4 "0x4" HOLES
WIDE OR LESS
d; b
03' -0"
O.C. AND SET
OPENINGS
°
#5 IN
EPDXY
°
2 #5
D
8 "x8"
CONCRETE
STARTER COLUMN
o °:
EXISTING WALL
D
GROUT SOLID TOP TO BOTTOM
OF WALL 48 HOURS PRIOR TO
STARTER COLUMN AT EXISTING MASONRY
CYICTIIJ/_` CI AD
Y "0x4" CONCRETE SCREWS
012" O.C. 1h" EMBEDMENT
INTO EXISTING CONCRETE.
r
NEW TO EXISTING SLAB
INSTALLING ANCHORS
CL
16)
Will
#3
1' -0"
2— C12x30 (ON EACH L8x4xNzx1' -5"
SIDE OF BEAM)
O 0
r
O
a
D
v:
5"
D
ANCHORS ON OPPOSITE
SIDE CHANNEL
EXISTING t— WO W.A. WITH 4" MIN.
TIE BEAM EMBEDMENT AT 12" STAGGERED
NOTE:
EXISTING PILASTER DO NOT REMOVE
EXISTING COLUMNS UNTIL
CHANNELS ARE INSTALLED
CHANNEL CONNECTION 0
TO PILASTER/ WALL SCALE: 1N2 " =1' -0"
MINIMUM LINTEL BEARING 8"
EACH END.
EXTEND BARS 6" BEYOND FACE
OF SUPPORT.
a
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
a
�a
COLUMN
J
U
r
M
3" CL.
Z_
m
r
EXISTING MASONRY WALL.
GROUT SOLID TOP TO BOTTOM
OF WALL 48 HOURS PRIOR TO
INSTALLING ANCHORS
12 "x12" COLUMN WITH
4 #6 BARS AND #3
TIES 012" O.C. U.O.N.
COLUMN DOWELS TO BE
SAME SIZE & QUANTITY
AS COL. REINF, WITH
ACI STD HOOK
r
0
MI N
4'- 0 "x4' -0" FOOTING
5 #5 EACH WAY
COLUMN FOOTING DETAIL
Al
#5x3' -6" WITH
D ON BEAM
STING FOOTING
SLAB STEP DETAILS
�6
v
4. d
• d; 'v
v
j
• v
2— C12x30 (ON EACH
SIDE OF BEAM)
°
' D
D I COPE ANGLE AT
° J CONTRACTORS OPTIONS
- LLV*^ . 11-L
6 — % "0 W.A. WITH 4"
MIN. EMBEDMENT GA:5"
6B CHANNEL TO WALL
f�
REFER TO 6A/S3.01
FOR ANCHOR INFO
EXISTING
TIE BEAM
2
SCALE: 1Ys " =1' -0"
lie N EDGE OF SLAB
�6
O O
CITY 13 �LDINNG DEPT.
STRUC T URAL CTIOft
•PROVED 6Y: _ 4,
PL x9 "x5" WITH 2 —' "0 J CHIP DOWN SLAB 2"
W.A. WITH 1" EMBEDMENT
TO RECESS PLATE
STOREFRONT FRAME CONNECTION
FAMILY ROOM
S3.01
ADDITON &
ALTERATION
TO
NATALIA &
FERNANDO'S
RESIDENCE
5901 S.W. 81 STREET
SOUTH MIAMI, FL 33143
i
3 11 -03 -10 GENERAL REVISION
2 09 -02 -10 COORDINATION
1 07 -29 -10 REVIEW COMMENTS
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. Zilio, P.E. Fla. Reg. No. 47013
BNI Project No.10M14
P�TB
ASSOCIATES, P.A.
ARCHITECTS
500 SOUTH DIXIE HWY, SUITE 303
CORAL GABLES, R. 33146 PH. (305) 665 -064
MAY 19, 2010
JOHN E. JUNKIN AR 006454