13-491-015SIDE ELEVATION
SCALE 3/4" = V -0"
CONCRETE SLAB REINFORCING SCHEDULE
( A FV pEp B BOTTOM REINFORCING TOP REINFORCING REMARKS
3A" SEE PLAN 6" #4 @ 12" BOTTOM EACH WAYS SEE PLAN
A" SEE PLAN 7" #4 @ 12" BOTTOM & #4 ® 12" TEMP. SEE PLAN
A" I SEE PLAN 1 8" j #4 0 9" BOTTOM & #4 ® 12" TEMP. I SEE PLAN
FRAMING PLAN
" "INDICATES DIRECTION OF PRINCIPAL
FERMOST LAYER OF REINFORCING.
FRAMING PLAN - - - - DENOTES ADDITIONAL CONCRETE SLAB BOTTOM REINFORCING
FRAMING PLAN DENOTES ADDITIONAL CONCRETE SLAB TOP REINFORCING
-_S DIRECTION OF PRINCIPAL_
OST LAYER OF REINFORCING.
SCHEDULE FOR BARS
DEPTH SIZE AND SPACING AND
SLAB �XXX" SLAB
�` y� . • 7 �
!. i D ..
)NCRETE SLAB ADD 'L
BARS SCHEDULE
RK
DESCRIPTION
REMARKS
#4 @ 12" TOP + 8" HOOK
SEE PLAN FOR REINF.
LENGHT
#4 0 8" TOP
SEE PLAN FOR REINF.
LENGHT
#4 @ 12" TOP + 180 HOOK
SEE PLAN FOR REINF.
LENGHT
2 #5 x 5' -0" TOP
DIAGONAL BARS
#4 ® 7" TOP & BOTTOM
SEE PLAN FOR REINF.
LENGHT
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SLAB
'END TOP BAR REINF. OVER THIS AREA
4' -O "MIN. TYP. OR AS
"D" BARS, IN
A SECOND LAYERS
i :71
EVENTION BAR DETAIL" U
0
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2— 3/4" DIA THRU BOLTS
1/4- "U" HANGER
TYP.
0
1/4-
2 1/2° 2 1 2"
11/2" 112"
COORD. W// 2— 3/4" DIA "KWIK BOLT 3" BY HILTI
TRUSS. MAt4UF. W/ _4" MIN EMBED IN CONC. OR GROUT
DWGS Fl D CELLS @ EA. SIDE OF WOOD MEMBER
1/4" STEEL BACK PLATE
STEEL BUCKET "R4.2"
FRONT ELEVATION
SCALE 3/4" = V -0"
IGNACIO J. CALVO
STRUCTURAL ENGINEER
FLORIDA LICENSE NO. 56755
1800 S.W. 27th. Ave. #401
Miami, Florida 33145
Ph: (305) 648 -9008
Fax: (305) 648 -9128
E —MAIL: ijcpe@bellsouth.net
GFRAF /LUZKIO
.REST DE -N1 G
7601 SW 60 AVE MIAMI, FL 33133
KEYPLAN N.T.S.
REVISIONS
ARCHITECTURE
PRELIMINARY REVIEW
NORTH SEAL
GIORGIO BALLI
ARCHITECTURE INTERIORS CONSTRUCTION
JOB NUMBER: 2012 - GRAF
CHECKED BY: M. ENRIQUEZ
ISSUE DATE: OCT. 25, 2012
SCALE: AS NOTED
SHEET TITLE
SECOND FLOOR
FRAMING PLAN
SHEET NUMBER
S�2
COPYRIGHT GIORGIO BALLI, PA.
8301 SW 53 AVE MIAMI, FL 33143 - 305.669.5160