00-0825-003 YZZZZZZZZZZZ�
MARICE CHAEL, A.I.A. AR0014885
(TYP.)
3 16" THOMAS T. COOPER, A.I.A. AR4486
TS 6" x 2" x 1/4-
44
TS TS
1
ZZZZZZZZZ, �Zm
CONTRACTOR NOTE: F4
4- 4- 0
AFTER DEMOLITION
A/E TO INSPECT BEAM b b 0 E
OF
FOR CONCRET POSSIBLE E SPALLING 0
W q- (0 L:
0 T_ (0 a)
�=
0
V) Q 0
<
6
LZ 0 0 -Q)
2 E>
tl 0
....... ... _j
Li
CL
V) < 00 0
Z r--- 0
D 0
04 0)
CUT 1" RECESS INTO r-- <
EXISTING SLAB TO RECEIVE 0 0 00 0
BASE PLATE 0 to V) LO
0 Lj
ELEVATION SEE ARCHITECTURAL FOR -i
ARCH GEOMETRY bi
SCALE: 3/4" = T-10"I
W4
-7 F
BEAMING
SECOND FLOOR FRAMING PLAN 0
Z SCALE: 1/4" T-0" 2 - #7 DOWELS
PLAN
EXT'G. TIE BEAM LO
011 1
DO NOT DISTURB 50
EXISTING CONCRETE
COLUMN (TYP.)
O1 &D 2'-Om
8" x 12" CONCRETE COLUMN
w/ 4 - #5 VERTICAL & #3 TIES 0 8" O.C.
NEW TIE I
DO NOT DISTURB
EXISTING CONCRETE 8" x 15" YN ) CONCRETE COLUMN COLUMN z 4)
COLUMN (TYP.) wl 4 - WVERTICAL & #3 TIES 0 8- O.C.
MATCH
EXISTING 2 #5 CONT. Q)
THIS EXISTING COLUMN HAS
CONTRACTOR NOTE: THE SUFFIX "S" WITH A COLUMN MARK INDICATES A STARTER COLUMN WITH 1 #5 x 12" DOWELS EPDXY 3 Q)
GROUTED 6* INTO EXISTING TIE COLUMN OR GROUT FILLED BLOCK CELL 0 BASE, MID-HEIGHT & TOP WALL HEIGHT
.1 4-4
OF COLUMN. OF ADJACENT V)
EVIDENCE OF CONCRETE COLUMN
b STOREFRONT
....... 1 GROUT FILLED 240 O.C.
SPALLING - REPAIR IN STEEL
0
ACCORDANCE WITH ............ .......... SEE SCHED z IN G T FILLED BLOCK z
M a N
PROCEDURES ON SHEET S.2 - TS CELL - DRILL AND EPDXY
42a LL.
GROUT 8" INTO EXISTING
Z w
2'-0" FOOTING - HlL.71 I4 1T
HI Irzo z Q) C)
u I �,4 r,-
EXISTING WOOD BEARING WALL DO NOT REMOVE 2 - #7 VERT.
0
SEE PLAN ABOVE 04
2z V)
.......... 80
................ �XISTING FOOTING
2s
I .. :: - EXT'G. FOOTING VERIFY 10 X 10")
uj
H I NZ
z 0
a XZ
1 15 IN GROUT 1 2 't TYPICAL SPLICE DETAIL
1 10 :3 <
FILL D BLOCK CELLS -i I z TO EXISTING FOOTING &
1 0 30 30 ...... U uj DETAIL SECTION
0 24" O.C. z CL TO EXISTING TIE BEAM
PO =7"
V) V) V) SCALE: 3/4" -0 FROMNEWCOLUMNS C2 SCALE: 3 4 = T-O"I
Z x
1 La 1 1/20 x
........... w
CONTRACTOR NOTE: ................. .. ..........
TS TS 6" x 2" x 1/40 CONCRETE FILLED
1
VERIFY EXISTING 3 CAP PLATE 0 x 12* x Y12"
16" WIDE x 10" DEEP A 04 wK 2S- 3/4 HILTI HI HY 150 INJECTION 9" ..... 12w
%-.11 u
CONCRETE FOOTING 2k� Li z A HE IVE ANCHORS (6 5/8- MIN. EMBEDMT.) 8" WIDE x 6" MIN.)
> w SILL AS SHOWN
< BASE PLATE x 12" x 1/2"
m wKH2S- 1/2" LTI- H T HY 150 INJECTION
0 H HIT 2 - #5
0 ADHESIVE IVE ANCHORS 1 1/2"
2 Z (2 1/8" MIN. EMBEDMT. INTO EXISTING SLAB)
<
CO
uj CAP BASE PLATE N #5 0 E.E.
I*_1
U D CONFIGURATION r- 60
z _j 0 I MIN.) TOP OF EXT'G. SLAB
V) v EXISTING WOOD
x 0 STUD WALL TO 3- DATE. 07.12.00
o uj REMAIN
JOB NO. 001041
0
z DWN BY: TPA
................. SECTION CHK BY: EC
027zz 117-e
v3 SCALE: 3 4 = T-0"
U, 6.1 'ERIC COLVILLE, P.E.REVSON:
7531 SW 63RD COURT
.SOUTH MIAMI, FLORIDA 33143
667-6505 FAX (786) 268-7089
FOUNDATION FIRST FLOOR PLAN I AA- 010 Sol
MEN" r ERIC COLVILLE #40,924 STRUCTURAL
SCALE: 1/4" = 1 -0