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SHEET NOTES
❑1 42" CONCRETE SLAB. REINFORCE WITH
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TYPE "VL" GALV. COMPOSITE METAL
DECK (6z" TOTAL THICKNESS)
REFER TO 1/S4.1 FOR DECK ATTACHMENT.
FIBER REINFORCED BY STRUCTURAL PRESERVATION
SYSTEMS (954 -984 -9555) OR APPROVED EQUAL
IS REQUIRED TO STRENGTHEN EXISTING CONCRETE
BEAM IN SHEAR. EXISTING REAM IS 20 "x28" WITH
#3 TIES 010" O.C. fc =3000 PSI. REQUIRED DESIGN
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A R C H I T E C T S
3501 Griffin Road
Ft. Lauderdale, FL 33312
(954) 266 -2700 Fx: (954) 266 -2701
smz @s altzmichelson.com
AA- 0002897
BLISS & MY]TRAY, ING:
CONSULTING: ENGINEERS
Fla. Cer!. No. El 674 v � -
51 S.W. LE JEUNE - ROAD - MIAMI, I"tibR:DA 33134
PHONE (305) 442- 709(,-IFACaIMILE (3G5) 442 -7092
www.bniengiri (,ers.corrc, •r
George N. Khoury" P.E. Fla. Reg. `No. 55415 • •
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01 -22 -04
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SHEET NOTES
❑1 42" CONCRETE SLAB. REINFORCE WITH
6x6 -W2.1 xW2.1 W.W.R. ON 2", 20 GA
TYPE "VL" GALV. COMPOSITE METAL
DECK (6z" TOTAL THICKNESS)
REFER TO 1/S4.1 FOR DECK ATTACHMENT.
FIBER REINFORCED BY STRUCTURAL PRESERVATION
SYSTEMS (954 -984 -9555) OR APPROVED EQUAL
IS REQUIRED TO STRENGTHEN EXISTING CONCRETE
BEAM IN SHEAR. EXISTING REAM IS 20 "x28" WITH
#3 TIES 010" O.C. fc =3000 PSI. REQUIRED DESIGN
SHEAR VALUE =121k
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sk17% m CHEISON
I .......................... ___ ................ ........................ .................. __
A R C H I T E C T S
3501 Griffin Road
Ft. Lauderdale, FL 33312
(954) 266 -2700 Fx: (954) 266 -2701
smz @s altzmichelson.com
AA- 0002897
BLISS & MY]TRAY, ING:
CONSULTING: ENGINEERS
Fla. Cer!. No. El 674 v � -
51 S.W. LE JEUNE - ROAD - MIAMI, I"tibR:DA 33134
PHONE (305) 442- 709(,-IFACaIMILE (3G5) 442 -7092
www.bniengiri (,ers.corrc, •r
George N. Khoury" P.E. Fla. Reg. `No. 55415 • •
rrr
do, f
r
r u r.rr 0009.4,
u r
. r
evov .,r... `
. w I
1'rq ectNdy�W `
BM
T 0331
20U_y ?6U / ,
V Y
Drawn By:
H. G. s
Checked By:
G. K.
12 -16 -03 PERMIT SET
02 -06 -04 SID SET
I
r
I
i
I
REVISIONS:
ZLLA FITNESS
01 -22 -04
BLDG. DEPT.
2 02 -27 -04
DRAWING TITLE
E
FLOOR
TTR A UMrT
PROVIDE DECK SUPPORT ANGLE
",e�
L5x3xGxCONT. (LLV) PER SECT. 1O/S4.1
a EXISTING 6" SLAB TO BE REMOVED.
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TO THE BEST- 0F,M3 KNaW EDGE; `THr- "PUNS
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