09-836-033EXISTING SLAB
APPLY BONDING
Tccf
& E C T ON
FOOL IN�
SCALE:
SCALE: 41= l-V
-®- 24D X 3'-(P* LONG
NEW FOOTING
DOWELS DRILL INTO
EXIST. FOOTING AND
5E ND AT CORNERSJ
SET IN EPDXY
45
* 12' DOWELS
PROVIDE (4n TIES
1
45 X 10' LONG
er*je, N AFk fP== M AM)
'WATERPROOF MEMBRANE
--7-77-
5 45 cow.
6ECTION
SCALE: 3(4= 1'4r S-3
DRILL IN 4 EPDXY 1%
C:VIA*r Tm mme!) sneiam r-r*Je'- T AWn
SCALES 3/4'■ 1'-0'
Is
12' CONC. W/
VERT. ® 03 0 12 TIES
SECTION (2"\N
A
'EXIST. CM WALL
DETAIL C
NEW COLUMN AT EXISTING CMU WALL
NTS
L-IA-
32ENCE331310
A • I -
FILL M
EXIST. 0
JOSE L GUZWN P.E.
16581 SW 64TH TER, Phone: 305-3874591
MIAMI, FLORIDA 33193 0005e138
•b; •
MW (4' EMBED-)
FAI
2'X 12' WOOD TRELLIS
W/ 5/8, THRU BOLTS
E ENT PLATE W/
/8 K1511 * 6'Or-
R15EDM.
X O'CONC, COLUMN
ILTI KUJIK BOTL Ii
iR-GOWUTED CELL
3' EMIBEPM.
SECT ION
SCALE: 3114'= l-V \8 -3
CLEAR COVER
SEE STRICT
NOTES
NEW S'X 24' MIN. CONC. BEAM
W1 20 5 TOP, 2 % 50Tr. AND
03 • S' Oj:- TIES
EXISTING TIE DOWN -
(F NOT ADD 1 •5 VE
BAR DRILL 8'NT0 E
FTC. AND TIE BEAM.)
rir
ME
WALL INTERSECTION
5E CT 1 ON
SCALE: 3/4• =1'-4' 8-3)
1�
% • 116, SET IN EPDXY
pm MAO,, md mm
SCALE: 3/4*= l-V I
TAP216 BY USP W/5-I&d NAILS
0 EA OUTLOOKER
r-LP8F BY USP W112-rod 0 HEADER
4 &-&d AT OUTLooKER
CZNr-. RAICW 5EAM W/
APPLY BONDING
Tccf
AGENT TO EXIST. 024C
FOOL IN�
PPJOR TO POUpjwl
NEW FOOTING
NEW FOOTNG
5E ND AT CORNERSJ
PROVIDE (4n TIES
45 X 10' LONG
DOWELS DRILL INTO
7 ws
EXIST. FOOTING AND
SET IN EPDXY
4 05 COW.
• V or-
5ECTION
4 48' OZ. ELSEWHERE
SCALE: 3/4'= 1'-0' K Y-3-7
SECTION (2"\N
A
'EXIST. CM WALL
DETAIL C
NEW COLUMN AT EXISTING CMU WALL
NTS
L-IA-
32ENCE331310
A • I -
FILL M
EXIST. 0
JOSE L GUZWN P.E.
16581 SW 64TH TER, Phone: 305-3874591
MIAMI, FLORIDA 33193 0005e138
•b; •
MW (4' EMBED-)
FAI
2'X 12' WOOD TRELLIS
W/ 5/8, THRU BOLTS
E ENT PLATE W/
/8 K1511 * 6'Or-
R15EDM.
X O'CONC, COLUMN
ILTI KUJIK BOTL Ii
iR-GOWUTED CELL
3' EMIBEPM.
SECT ION
SCALE: 3114'= l-V \8 -3
CLEAR COVER
SEE STRICT
NOTES
NEW S'X 24' MIN. CONC. BEAM
W1 20 5 TOP, 2 % 50Tr. AND
03 • S' Oj:- TIES
EXISTING TIE DOWN -
(F NOT ADD 1 •5 VE
BAR DRILL 8'NT0 E
FTC. AND TIE BEAM.)
rir
ME
WALL INTERSECTION
5E CT 1 ON
SCALE: 3/4• =1'-4' 8-3)
1�
% • 116, SET IN EPDXY
pm MAO,, md mm
SCALE: 3/4*= l-V I
TAP216 BY USP W/5-I&d NAILS
0 EA OUTLOOKER
r-LP8F BY USP W112-rod 0 HEADER
4 &-&d AT OUTLooKER
CZNr-. RAICW 5EAM W/
Tccf
C14
4 N75 CCNT. 4 2 N75 60- LONGs
00
tN-
5E ND AT CORNERSJ
PROVIDE (4n TIES
cq
12' Or- * 0M 4 BENDS
%0
4 48' OZ. ELSEWHERE
ALL VERT. REI�F. SHALL BE
EXTENDED TO PAKED
-------
PROVIDE STANDARD V 0��
PT. WD. VERT. NAILER W
AT ALL VERTICAL REM WIT14
FULLY GROUTED CELLS
ln'xb' LONG ANC44OR 5OLT8 0 24'Or-
2x(p CROSS BRACNG FULL
2x& 5OTT. CORD 15RACING * S'-O'
LENGTH W/2-16d NAILS EA.
W/2-16d NAILS PER CONNECTION
CONNECTION
2x& fm D. OONT. NAILER ATTAC44ED
WA12NS' LONas ANC44OR 5OLTS
NOTEz T14ERE SHALL 5E NO VAULTED
CEILINGS AT END UNITS WITH GAME
ENDS.
MA,5ONfR*r GA5LE
END DETAIL
SCALr=:3 /4'wI'-0'
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