06-425-012ZONE 5
+60.7 PSF
-81.2 PSF
47' -R'
2' -8' 5' -1 1/2' 8' -7' 31' -3 1/2'
MARK
ELEV.
SLAB
DEPT.
C
TOP REINFORCEMENT
S' -11/2'
4' -61/2' 4' -01/2'
9' -91/2' 12'- 101/2' 8' -7 2'
6"
#40 12" BOTTOM & #4 0 12" TEMP.
SEE PLAN
SEE PLAN FOR BARS LENGHT
ZONE 4
ZONE 4
E + 2844 LBS.
#4 0 12" BOTTOM & #4 0 12" TEMP.
SEE PLAN
.1' ,± v
SLAB "8A"
SEE PLAN
8"
#5 0 12" BOTTOM & #4 0 12" TEMP.
+57.6 PSF
+60.7 PSF
- 4086 LBS.
SEE PLAN
8"
#4 ® 12" BOTTOM BOTH WAYS
SEE PLAN
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-65.8 PSF
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-65.8 PSF
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SCALE : 1/4" = V-0
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FRAMING PLAN -65.8 PSF
CONCRETE SLAB REINFORCING SCHEDULE
MARK
ELEV.
SLAB
DEPT.
BOTTOM REINFORCEMENT
TOP REINFORCEMENT
REMARKS
SLAB "6A"
SEE PLAN
6"
#40 12" BOTTOM & #4 0 12" TEMP.
SEE PLAN
SEE PLAN FOR BARS LENGHT
SLAB 07A"
SEE PLAN
7"
#4 0 12" BOTTOM & #4 0 12" TEMP.
SEE PLAN
.1' ,± v
SLAB "8A"
SEE PLAN
8"
#5 0 12" BOTTOM & #4 0 12" TEMP.
SEE PLAN
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SLAB "8B"
SEE PLAN
8"
#4 ® 12" BOTTOM BOTH WAYS
SEE PLAN
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NOTES:
1- IN FRAMING PLAN 2- IN FRAMING PLAN - - - - DENOTES ADDITIONAL CONCRETE SLAB BOTTOM REINFORCING
" -- "INDICATES DIRECTION OF PRINCIPAL 3- IN FRAMING PLAN DENOTES ADDITIONAL CONCRETE SLAB TOP REINFORCING
OUTERMOST LAYER OF REINFORCING.
■,
CONCRETE SLAB TOP REINFORCING SCHEDULE
MARK
DESCRIPTION
A
#4 0 12" TOP + 8" HOOK
SEE PLAN FOR BARS LENGHT
B
#4 0 12" TOP
SEE PLAN FOR BARS LENGHT
C
#4 0 12" TOP + 180 HOOK
SEE PLAN FOR BARS LENGHT
D
2 #5 X 5' -0" TOP
DIAGONAL BARS
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IGNACIO J. CALVO P.E.
STRUCTURAL ENGINEER
FLORIDA CERTIFICATE NO. 56755
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1800 SW 27 Ave. # 401
Miami, Florida 33145
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Faxl(305) 648 -9128
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DPAWN MA
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SHEET:
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a►tE 15/08/05
SHEET:
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