09-178R-012%" CDX PLYWOOD SHEATHING �D
W /10d SHANK RING NAILS a 6"
O.C. (4" a PERIMETER) MPAI CLIP (EA SIDE) 5-6
PIGGY BACK WOOD 5 AS MFR BY LISP 3 "x6" WOOD
ROOF TRUSSES 624"O/C. 6-(0 2 "x6" t4G DECK RAFTER 024" O/G
W /(2) 166 NAILS \
2 "x6" 01611 JhELEV: 412'-511
NV TOP OF BEAM
LN L�
4 "x12"
WOOD
• ABEAM
I�
3/4" CDX PLYWOOD—!--
LYWOOD —
4' -0" SHEATHING W 1106
SHANK RING NAILS
e 6" O.C. (4" a PERIMETER)
3/4" CDX PLYWOOD
SHEATHING W 1106 SHANK
RING NAILS EA SIDE
OF EXISTING TRUSS
EXISTING STRUCTURE
TO REMAIN
iz "41 THRU BOLT
x12"
WOOD \
BEAM
2x6 PT W/5/f,&" XL
° TAPCONS e all O/C
MIN EMB= 1 3/4"
NEW CONC BEAM SEE
LAN 4 SCHEDULE
TB -10
EXISTING ROOF
TRUSS OVERHANG
TO BE REMOVED
N CONC BEAM SEE
PLAN 4 SCHEDULE
RTB -2
.D
Yz" EXP
JT MTG
S" CONC. SLAB
REFER t0 PLANS
a ° g 4 _ FOR RENR
4 F
r6ELEV: 4-211
�� / /� / /� / /� / /� / /�/ •� / /�• • ° . °• • ..a4 . � .• : a• / / TOP OF SLAB
ii
#5e24" °
6 MILL
VAPOR
BARRIER CONC BEAM SEE
ORGANIC PLAN 4 SCHEDULE
MATERIALS TO REMAIN
&E CT f ON F
&GALE: 3/4"=V-01A&-6
2 "x6" T4G DECK
W /(2) 166 NAILS
3 "x6 " WOOD
RAFTER 624 "O /C HURRICANE
STRAP
NEW CONC BEAM SEE —/
PLAN 4 SCHEDULE
S" MASONRY WALL—
W/#5 e 32" O /C. IN
3000 PSI GROUT
FILLED CELLS W/ STD
90' HK.
"S DOWELLS SET 6"
INTO EXISTING TB USING ------
HILTI RE500 EPDXY
&E CT f ON rH-,�
SCALE: 3/4"=V-01A5-6
ELEV: +11' -4"
TOP OF BEAM
EDGER TYPE "A"
:LEV: VARIES
TOP OF EXISTING ROOF
LEv: 45' -2"
TOP OF EXISTING TB
EXISTING XISTING ROOF
MASONRY TRUSSES
WALL t0
REMAIN
° CONC. FOOTING SEE
PLAN 4 SCHEDULE
- O ° CORAL ROCK.
NOTE: ROOF SHEATHING RAFTERS, EXISTING
ROOF, ETC. NOT SHOWN FOR CLARITY.
,
4"4" WOOD BEAM
ELEV: +12 " -a"
TOP OF BEAM
(2A "4 THRU BOL
01b'- CARRIAGE BOL
(1) %a"0 HILTI KWIK 5OLT3
MIN PEN 4" INTO
CONCRETE BEAM
•
NVFHE3C HANGER
AS MFR BY NU -VUE
"x6" WOOD POST
AU66 AS MFR BY USP
NOA 001- 0306 -06
- EXISTING BEAM
STING MASONRY
WALL
DETA f L 5
6CALE: 1" =1' -0" & -6
FOOTING TO BEAR
ON CORAL ROCK.
SE CT f Oil
SCALE: 3/4"=I'- S -6
3
NOTE: ROOF SHEATHING RAFTERS, EXISTING
ROOF, ETC. NOT SHOWN FOR CLARITY.
4 "x12" WOOD BEAM
r6hIELEV: 412" -Q"
TOP OF BEAM
O
°. (2) HILTI KWIK BOLT3
MIN PEN 4" INTO
CONCRETE BEAM
7-1 V4 -
(2T� /a "m CARRIAGE BOLT
a
NVFHE3C HANGER
AS MFR BY NU -VUE a °
NEW CONC-
BEAM RTB -2
(SEE DETAIL
SHEET S -3
EXISTING BEAM
DETAfL
C 1" 6
SALE: = I' -0" S -6
a
8 "x8" CONG, CAP
W/ 2 *S CONT.
�.. ••;
S" MASONRY
WALL
Y
#1 24" IN 3000 PSI
GROUT FILLED CELLS
H -H 4� CONC. FOOTING SEE
PLAN 4 SCHEDULE
• a. 4.
�\� FOOTING TO BEAR
ON CORAL ROCK
OF S��TH M1A�A1
�,3UjLDjNG IDEpT.
UII.QING gECi14t+
6E CT f ON
SCALE: 3/41,=], -�'I S-6 paY
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ON
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BUILDING DEPT.
STRUCTU L ECTION f
"' p COVED QY:
bS
ti
A
Comm. No.
Scale:
N.T.S.
Date:
01 -22 -08
Drawn:
R. ALVAREZ
Checked:
w�
a
Revisions:
W
0-1/29/09
2
W
A
A
0
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rT,
A
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ON
C12 U
CITY OF SOUTH MIAM)
BUILDING DEPT.
STRUCTU L ECTION f
"' p COVED QY:
bS
ti
A
Comm. No.
Scale:
N.T.S.
Date:
01 -22 -08
Drawn:
R. ALVAREZ
Checked:
E. LLANO
CADD File:
Revisions:
0-1/29/09
2
09/25/09
Sheet No.