08-1279-0141
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PREFAB. WOOD
TRUSSES w 24' O.G.
NO, PLYWOOD
SHEATHING W/ 10d
NAILS ,a 4' O.G.
12 METAL. STRAP
NVHTA -22 BY
Z2'�[ — NV -VUE (TYP. U.O.N.)
METAL STRAP
NVWTA -22 BY
NV -VUE (TYP. U.O.N.)
PREFAB. WOOD
TRUSSES a 24' O.C.
V PLYWOOD
SHEATHING W/ 10d
NAILS * 4" O.C.
---/\ 12
TOP OF NEW
TOP OF NEW
TIE BEAM
1 OF: 5
TIE BEAM
10' -'
ELEV. + 6
_
TOP OF NEW
6
ELEV. 410' -"
-- y
TIE BEAM
Ln
NEW CONC. BEAM
: =
SEE PLAN AND
r
SCHED. FOR SIZE
f
NEW GONG. TIE
NEW CONC. BEAM
AND REINF.
- f
BEAM SEE PLAN
- -
SEE PLAN AND
TOP EXIST.
. — . — . - . — . — . — —
AND SCHED. FOR
FOR SIZE
AND REINF.
TIE BEAM
SIZE AND REINF.
ELEV. +S' -0"
�
. �.. _- � T � _ —
_
CUT EXISTING OVERHANG,
WRAP EXISTING WOOD
TRUSS W/150 FELT PAPER i
POUR W/3000 P51
CONCRETE AROUND
EXISTING
WOOD JOIST
CONC. BEAM
DRILL 105 REBAR 8' INTO
8" REIN1 =. MASONRY
BLOCK WALLS BELOW,
EXISTING GONG. BEAM
W/ EPDXY 0 24' D.C.
FILLED W/3 000 p a.l.
GROUT AND REINF.
WALL BEYOND
W/1"5 *48' O.C_
HIH
TOP OF EXIST.
TIE BEAM
ELEV. +5'-O"NV
CONCRETE COLUMN
BEYON
NEW CONC. SLAB
LN
1�
G.C. SHORE ROOF STRUCT.
BEFORE START WORKING
EXIST. CONC. SLAB
GONG. FTG. SEE
PLAN AND SCHED.
FOR SIZE AND REINF.
CONC. FTG. SEE
PLAN AND SCHED.
FOR SIZE AND REINF.
SECTION 1
SCALE 1/2" = 1' -0' S--5
d
0
[A
01
r-
NEW CONIC. SLAB
SECTION 2
SCALE 1/2'= 1' -0' S– JC
PREFAB. WOOD VALLEY TRUSS BY
TRUSSES 24" O.G. TRUSS MANUFACTURE
SEE DETAIL G/5 -3
1's" PLYWOOD
SHEATHING W/ 10d LEDGER 'A'
NAILS Q 4' O.C.
PLYWOOD SHEATHING 8'x8' CONCRETE CAP
W/ 10d NAILS v 4" O.G. W/ 205 CONT.
SUH -36 METAL HANGER BY
U.S.P. W (8) trod TO 1- {EAD1 =R �
(4)10 d TO JOIST
�� �� �-` �� • • TOP OF NEW
TIE BEAM
TOP OF EXIST.
._... OL TIE BEAM
CUT EXISTING OVERHANG, ELEV. +5'-0''
WRAP EXISTING WOOD NEW 4 "x12° I JOIStWfl 16DO.C.
TRUSS W/150 FELT PAPER 4 WOOD BEAM NEW CONC. TIE BEAM SEE
POUR W/3000 PSI PLAN AND SCHED. FOR
CONCRETE AROUND JH30 METAL HANGER SIZE AND REINF.
EXISTING WOOD JOIST BY USP W/ C1(2) 106 EXISTING
GONG. BEAM NAIL_ TO HEADER t CONC. BEAM
(6) I0d NAIL t0 JOIST TO REMOVE a' RE INF. MASONRY
BLOCK WALLS BELOW,
FILLED W13000 ps.i.
GROUT AND REINF.
G.G. SHORE ROOF STRUCT. W /1"564e' O.G.
BEFORE START WORKING
CONCRETE COLUMN CONCRETE COLUMN
BEYON BEYON
NEW CONC. SLAB EXIST. GONG. SLAB NEW CONG. SLAB
X X X X X
— — — CONC. FTG. SEE \ //j //j / /� /�� \/\ �\ r, CONC. FTG. SEE
PLAN AND SCHED. EXISTING CONCRETE \ \� \ \����/ PLAN AND SCHED_
� /�� /��j\ FOR SIZE AND REINF. FOOTING. — /� / /�� FOR SIZE AND REINF.
SECTION (`3
SCALE 1/2' = V -0' -5
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NOTICE:
ARCHITECT 4 STRUCTURAL DRAWINGS
HAVE TO BE CONSULTED TOGETHER
CALL ARCH /ENGINEER FOR ANY DISCREPANCY
BEFORE START OF WORK
J. EDUARDO GONZALEZ F E., INC. �� � 'I Q
STRUCTURAL ENGINEERS
717 Pence d• Leon Blvd. Suite 335
Coral Gables,
Florida 33104
Tel. (305) 445 -5100 Fox (305) 445 -6644 ! ",
STATE OF FLORIDA REGISTRATION # 24927 ° c,
STATE OF FLORIDA LICENSE # ER- 0006188
PROJECT # 0294 ,
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NOTES-SCHEDULES
SCALE AS SHOWN
BRAWN
J•• zoo:
RATE 6l11/03
SHEET:
S -5
1 OF: 5