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%" CDX PLYWOOD SHEATHING -
W/10d SHANK RING NAILS a 6"
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12
31
ROOF TRUSSES e 24' O /C.
NEW CONIC. TIE BEAM
SEE PLAN
4SCHEDULE
NEW 8" MASONRY WALL
W /"5 6 48" O /C.
IN 3000 PSI GROUT FILLED
CELLS W/ STD 90'HK
NEW 6" CONC. SLAB REINF
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NEW CONC.
FOOTING.
(SEE PLAN 4
SCHEDULE)
SE CT I ON
SCALE: 1/2" =1' -O"
NEW HURRICANE
STRAP, SEE PLAN.
V CDX PLYWOOD SHEATHING
W /10d SHANK RING NAILS -9 6"
O.G. (4" a PERIMETER)
EL. -VARIES
CAP W12 85 CONT.
DRAWN BY:
(2)r/a"0 THRLh
T/NEW BEAM 1140"
O.H. (TYP.)
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,
W /10d SHANK RING NAILS g 6"
11-05-12
NEW
N
O.C. (4" a PERIMETER)
PRE-ENGINEERED
NEW CONC. TIE BEAM
6 JOISTS
WOOD ROOF
SEE PLAN
TRUSSES
4 SCHEDULE
EA CLIP
24' O /C.
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LEDGER OVERHANG TO BE
4 WELL COMPACTED FILLED.
EL. -0' -6"
1
.
1 _
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T/FINISH FLR /ice / % / % /i� /i� / % /i�
SE CT I Oil
SCALE: 1/2" =1' -O"
PRE - ENGINEERED
5Va" CDX PLYWOOD SHEATHING WOOD PIGGY BACK
W 110d SHANK RING NAILS e 6" TRUSSES 6 24" O /C.
O.G. (4" IT PERIMETER)
SE CT I Oil C
SCALE: 1/2" =1' -O"
T/NEW PARAPET
EL. +9' -4"
T/NEW TB
NEW CONC.
TIE BEAM
SEE PLAN
d SCHEDULE
NEW 8x8 WALL
CAP W12 85 CONT.
DRAWN BY:
(2)r/a"0 THRLh
CHECKED BY:
PM
W /10d SHANK RING NAILS g 6"
11-05-12
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BOLTS,
SUBMITTAL
6 JOISTS
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EA CLIP
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TRUSSES
LAYERS OF 030 Ib
W /(2,h "O HILTI KWIK BOLT 3,
a 24' O /C.
FELT PAPER
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OVERHANG TO BE
TIE BEAM
DOWEL 32"
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SET 6" INTO
ROOF TRUSSES W12 z
EXISTING BEAM
LAYERS OF 030 Ib
IN HILTI RE500 EPDXY
FELT PAPER
E 5" MASONRY WALL
W /05 e 48" O /C.
IN 3000 PSI
GROUT FILLED CELLS
EXISTING
MASONRY WALL
(TO REMAIN)
EXISTING
NEW 6" CONC. SLAB REINF
CONC. SLAB
W/ 6x6- WIAxWIA WU.F
(TO REMAIN)
OVER 6 MIL VAPOR BARRIER
4 WELL COMPACTED FILLED.
05 DOWEL a 32"
m Q OL
SET 6" INTO
-'
EXISTING FOOTING
IN HILTI RE500 EPDXY
EXISTING CONC.
FOOTING.
(TO REMAIN)
SE CT I Oil C
SCALE: 1/2" =1' -O"
T/NEW PARAPET
EL. +9' -4"
T/NEW TB
NEW CONC.
TIE BEAM
SEE PLAN
d SCHEDULE
NEW 8x8 WALL
CAP W12 85 CONT.
DRAWN BY:
%a" CDX PLYWOOD SHEATHING
CHECKED BY:
PM
W /10d SHANK RING NAILS g 6"
11-05-12
O
N
O.C. (4" a PERIMETER)
SUBMITTAL
6 JOISTS
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Flo' 24 O/C
o
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W
TYPE "A..
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ROOF TRUSSES W/2 TYPE "A„
a
LAYERS OF 030 Ib
W
w
FELT PAPER
_i LL
IT
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ExISTING
O
TIE BEAM
Ld
(TO REMAIN)
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W/ 6x6- WIAxWIA WWF
OVER 6 MIL VAPOR BARRIER
4 WELL COMPACTED FILLED.
EL. -0' -0" _ _
T/FINISH FLR
x - q7
NEW 4" CONC. SLAB REINF
W/ 6x6- WI.4xW1.4 UT
OVER 6 MIL VAPOR BARRIER
4 WELL COMPACTED FILLED.
NEW GONG. FOOTING.
(SEE PLAN 4 SCHEDULE)
or t.
SECTION D
SCALE: 1/211 = 1' -O'l
NEW CONIC. BEAM
SEE PLAN
4 SCHEDULE
STRUCTURE
(TO REMANr
05 DOWEL a 32"
SET 6" INTO
EXISTING CONIC. BEAM
IN HILTI RE500 EPDXY
EXISTING
CONIC. SLAB
(TO REMAIN)
EXISTING CONC.
FOOTING.
71 (TO REMAIN)
City of Souri
Building t.
6730 Sunx,j p,,
South Miam; Fr
,• 1�
Clay 01= SOUTH H [iA } �I-�I�� ��
. 71 -"^ , FCTION
R R A V 0
L L C
architecture
p l a n n i n g
interior design
AA 26000771
IB 26000638
250 catalonia, suite 403
coral gables, florida 33134
telephone : 305 .567. 1977
facsimile 305. 567. 1125
O
AS NOTED
DRAWN BY:
Y. SOSA
CHECKED BY:
PM
DATE:
11-05-12
O
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FILE NAME:
SUBMITTAL
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REVISIONS:
A
8
SCALE:
AS NOTED
DRAWN BY:
Y. SOSA
CHECKED BY:
PM
DATE:
11-05-12
PROJECT NO.:
FILE NAME:
SUBMITTAL
SHEET NUMBER
+1 ' G TIN
P . S
ST$6 dkxA ENG f � -�
626 BIRD Ift Slll '•
MIIAMr, 33155
PHv30 1 -99 911
FXS - 3
.
4u
°;ASS/ Rio
PAUL A.�I�M} EN`S% JAN 1
FLORIDA REG. No. 42650