HomeMy WebLinkAboutS100 - Column Pier Repair2) COLUMN TO #4 TIES 6" FROM
IOO BE REPAIRED TOP, AT MIDPT, AND
6" FROM BOTTOM
(LAP 6" MIN.)—
#5 BARS DOAELED IN
MR OF 8" TO EXISTING
FOOTING w/EPDXY (8
TOTAL)
1 BUI LDI NG LAYOUT N
5100 NOT TO SCALE f
#4 TIES 6" FROM TOP,
AT MDPT, AND 6"
FROM BOTTOM
#5 BARS DME].ED A
MR OF 8" TO
EXISTING FOOTING
w/IEXY (B TOTAL) -
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 08/15/19
�A EXISTING STEEL COLUMN
w/ BASEPLATE
CONCRETE PIER TO MATCH
PERIMETER CIM£PLSION OF BRICK
DIMENSION AND TO BE FLUSH
w/GRADE
jw�-NEW 4,000 PSI AIR-ENTRNNED
CONCRETE PIER
(a)PLAN VIEW OF REPAIR
5100 NOT TO SCALE
EXISTING STEEL COLUMN
w/ BASEPLATE
PER TO MATCH PEPoIvM OF
BACK AND TO IE RUSH w/GRADE
�GRACE
IF CONCRETE SLAB IS
D444M REPOU2
NEW 4,000 PSI
AIR-fNTRAINED CONCRETE PIER
SECTION A -A
NOT TO SCALE
EXISTING 4'-0"x4'-0"x1'-0"
FOOTWG
C�iSTpq ���
0A719 s
STRUCTURAL ENGINEERING BY:
SURINAK ENGINEERING LLC
3819 N. DELAWARE ST.
INDIANAPOLIS, IN 46205
317.500.3159
WWW.SURINAKENGINEERING.COM
CLIENT:
CBRE
250 RVE2CH4SE PARKWAY EAST,
SUITE 600
BRIANCNHAA Al- 35244
NO.
DESCRIPTION
DATE
REGIONS BANK
2155 E. 146TH ST.
CARMEL IN
COLUMN PIER REPAIR
PROJECT NUMBER:
725
DATE: 5 9
2019
DRAWN BY:
JAR
CHECKED BY:
TJS
S10
SCALE: AS NOTED