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MARICE CHAEL, A.I.A. AR0014885
3/16" (TYP.) THOMAS T. COOPER, A.I.A. AR4486
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TS6" x2" x1/4"
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TS TS
2 2
CONTRACTOR NOTE: O
AFTER DEMOLITION - `� b n
A/E TO INSPECT BEAM I=4 0
FOR POSSIBLE SPALLING n cb 0
OF CONCRETE
0 � (OD N
-- '� n o
Q o °
� Of Q
0 X
X
S LA Li-
w Ln CL
:2 0 0
» � `� 0) (0 CUT 1 RECESS INTO
3 _ _ _ J EXISTING SLAB TO RECEIVE 0 Ca 00 O - Q
BASE PLATE ® Ln (n
� O w
ELEVATION ARCH GEOMETRY
CHITCTURAL FOR w
SCALE: 3/4 - 1-0
BEAMING
SECOND FLOOR FRAMING PLAN
Zr -e 2 - #7 DOWELS
SCALE: 1/4" = 1'-0 I °
PLAN
8. EXT'G. TIE BEAM `n
1010 1
DO NOT DISTURB 60
EXISTING CONCRETE
COLUMN (TYP,)
I
FD 2,-O"
01 8" x 12" CONCRETE COLUMN
w/ 4 - #5 VERTICAL & #3 TIES 0 8" O.C. I
.. NEW TIE
DO NOT DISTURB " " ;. ;. """"" COLUMN z 4�
2 12 x 15 MIN.) CONCRETE COLUMN !" MATCH 0
EXISTING CONCRETE w/ 4 - #5 VERTICAL & #3 TIES 0 12" O.C. 2 2 - #5 CONT. b -' •�
COLUMN (TYP.)
CONTRACTOR NOTE: THE SUFFIX "S" WITH A COLUMN MARK INDICATES A STARTER COLUMN WITH 15 x 12" DOWELS EPDXY 3 ® � �
E : . WALL HEIGHT
THIS EXISTING COLUMN HAS GROUTED 6 INTO EXISTING TIE COLUMN OR GROUT FILLED BLOCK CELL 0 BAS MID-HEIGHT & TOP N EXISTING
Q d
OF COLUMN. (TYP.) I w I OF ADJACENT b V
EVIDENCE OF CONCRETE ;� COLUMN STOREFRONT _ �05UO "SPALLING - REPAIR IN v STEEL N G FILLED BLOCK
ACCORDANCE WITH
PROCEDURES ON SHEET S,2 SEE SCHED -
TS 11, N LL
-
PROCEDURES DRILL AND EPDXY
GROUT 8" INTO EXISTING _
2'-0" FOOTING N E
o p
`n
2- :2
EXISTING WOOD BEARING WALL - DO NOT REMOVE I I 2 - #7 VERT.
SEE PLAN ABOVE
j 7 » $" 6a
8 XISTING FOOTING (�
NO (VERIFY 16 x 10")
2s 4" 4" o EXT'G. FOOTING
1 1 Q
2" z TYPICAL SPLICE DETAIL
/ .. . •....••. .•••• . z DETAIL TO EXISTING FOOTING & SECTION
I
v � 1S TS 6" x 4" x 1/4" CONCRETE FILLED " zao �� FROM NEW COLUMNS ��*
�, �, w/ CAP & BASE"PLATE - 8 x 12 x 1/2" " � SCALE: 3/4" = 1-0 SCALE: 3 4 = 1-0
Z xx w/ 2 - 3/4*0 HILT( HIT HY 150 INJECTION "
Q w ADHESIVE ANCHORS INTO FOUNDATION 9 12 w
x
CL J AND EXISTING CONCRETE BEAM
CONTRACTOR NOTE: .........,..
VERIFY EXISTING ° 3 �........ ..... 6" •••••.
16" WIDE x 10" DEEP v 1 1/2"
CONCRETE FOOTING 2 z " " (
w W 3 3 SILL AS SHOWNMIN.
S. > Q CAP / BASE PLATE
m m CONFIGURATION _ 6"
Q 1 1/2~. 2S 2 - #5
MEN MEN — »� o
z
M z 2S TS 6" x 2" x 1/4" CONCRETE FILLED N #5 0 E.E.
CAP PLATE . ¢" x 12" V20 6"
z o w/ 2 - 3/4" "HILTI" HY 150 INJECTION g» ... 12" c° (MIN.) TOP OF EXT'G. SLAB
F- ADDHESIVE ANCHORS (6 5/8 MIN. EMBEDMT.)
v EXISTING WOOD 3» DAZE; 07.12.00
w o BASE PLATE - 6" x 12" x 1/2" STUD WALL TO
w/ 2 - 1/2" "HILTI" HIT HY 150 INJECTION REMAIN
I .. ADDHESIVE ANCHORS
(2 1/8" MIN. EMBEDMT. INTO EXISTING SLAB) 1 1/2" """" J06 N0: 001041
z CAP / BASE PLATE DWN BY: TPA
2s CONFIGURATION q BY:
EC
N 0 SECTION
SCALE: 3/4" = 1'-0 ERIC COLVILLE, P.E.
REVlslM
7331 SW 63RD COURT
SOUTH MIAMI, FLORIDA 33143 s o
FOUNDATION / FIRST FLOOR PLAN (305) 667-6505 FAX (786) 268-7089
Z ERIC COLVILLE #40,924 STRUCTURAL
SCALE: 1/4" = 1'-0