HomeMy WebLinkAboutLl t
FLIZ. LINE
_W W
j 2- *4CONT. j 43' -71j" g"
4 41 to
Ar6 A-5
*A GONT, 3 #¢ r-ONT, t OUTSIDE EDGE OF LOWER SLAB
*z 0 FACE OF PPE R TURNED DOWN SLAB
of — - -- - - - - -- - - -NEW WALL✓FOOfER T.F.- 7- 8'B.F.F. - - - - -T - - - -- ----- - - - - -- —� I �UT GORES OF EXIST. GMU
I FULL BACK 16' AT .JAMBS OF
TYPICAL CONTINUOUS WALL FOOTINGS I ( DEMOLISH GMU FDN WALL TO DIM. SHOWN. 2' -7j" 10' -4" �' -� 17 NEW OPG. EACH SIDE. REINF. W/
Lc
DEMOLISH GONG. FTG. AT LOWER SLAB LOCATION _ 2 - #4 VERTICAL BARS.
I 140 . — — — — — — — - - - - -- - - - -- -TOP OF SLAB = 2'-0' B.F.F. - (— — — — —
2' 1'-6" 1' 0 0' 2' S 1 I I I ------------------
Q . r
4IQ CD
"
0
TOP OF FDN. I I
WALL -6 B.F.F. I I `- - --- -- - - --
( I I I
I I I SAW GUT SU 3 FOR Pu cEmEw OF BAPTISTRY ;
I — - -- - - - -- ----- - - - - -- I I 9' -1j"
I
I � 3'_4" NEW W r£ FOOTER T.F. $' B.F.F. I I I I
Exis ING WA".L ff FOOTER ' I 12" FACE OF FURRING ABOVE EQUAL EQUAL 4" FACE OF FURRING ABOVE ( I
2 I I I
Ar6 I I I
I I I I
I I
I I I I
I I I I
I I
i I I I
I I
i I I I
-$- TOP OF SLAB = a-a ;
I I I I
3 I I I
I
A-5
I I I
I I
I
I� I
*TOP OF SLAB = + a -2
- TOP OF SLAB = a-C
3
z l
I I I I
I I I I
I I I I
I I I
i I
I I I I
I I I I
I I
I I ;
I I
I ( I I
EXISTING WALL FOOTER ( ;
I I
I I I I I
I I I I I
I I I I
`_� I I TOP FDN. 1 JI' ; EXISTING WALL FOOTER
i I WALL -6 B.F.F. -------------------------------- - - - --� I
I I I
- - - - -- —J
L_ NEW A1FOOTER T.F.- 2- 8B.F.F. — - - - - -J --� I ------------------------------
I I
�- — - -�- -- -�
19' -1Q
Ar6
r- ---- - - - --�
I I I I
1 I I I I
I I I I
L— —J
5' -1
FOUNDATION PLAN
114" =1' -O"
4' 3' 2' 1' 0' 4'
PLAN NOTES
1. SEE 5-00 FOR FOUNDATION NOTES.
2. FINISHED SLAB ELEVATION IS REFERENCED AT ELEVATION
0' -0". SEE ARCH. DRAWINGS FOR USGS FINISHED SLAB
ELEVATION.
3. TOP OF INTERIOR FOOTINGS SHALL BE AT ELEVATION -0'48'
UNLESS NOTED OTHERWISE.
4. TOP OF EXTERIOR FOOTINGS SHALL BE AT ELEVATION -2-8'
UNLESS NOTED OTHERWISE.
S. FOOTING SHALL BEAR AT OR BELOW FROST LINE.
FOUNDATION DRAWINGS ARE BASED ON A FINAL GRADE
WITHIN ri" OF THE FINISHED SLAB ELEVATION.
6. COORDINATE LOCATION AND SIZE OF OPENINGS IN WALLS
WITH ARCHITECTURAL../MECHANIGAL DRAWINGS.
7. SEE ARCHITECTURAL AND PLUMBING DRAWINGS FOR FLOOR
DRAINS, RECESSED SLABS, AND SLOPED FLOORS.
LIDIA
LOCKWOOD DESIGN ASSOCIATES, LLC
• ARCHITECTS •
10610 N. PARK AVENUE, INDIANAPOLIS, INDIANA 46280
(317) 844 -1315 • (317) 844 -1758 fax
DRAWN BY:
D. L. LOGKWOOD `10�%��c� L. LOCH / / /,��
CHECKED BY: Q�t1' ��G%STfRF
D. L. LOCIGWOOD No C�f�
DATE:
64
20 JANUARY 2012 ! OF
PROJECT NO.: F1�AN
11002 n
Q �ICMIn MIn OG°��C;IOG°� FACW1 V G ENOWAT Mn
FOR:
THE FAMILY CHURCH
I O JEBSUP BOULEVARD, UNDOANAPOLL,OS,wmm 46280
SHEET NAME:
FOUNDATION PLAN
REVISIONS:
DESCRIPTION: DATE:
SHEET NUMBER:
smi
OF: THREE
®
I
® COPYRIGHT 2011. LOCMIYOOO DESIGN ASSOCMTES. LLC (LOIN LLC). ALL ORAWINGS, REPORTS. PLMNS. SPECEICATK*G. COMPUTER TILES, FIELD DATA
NOTES AND OTHER DOWMENTS AND 06TRLACNTS PREPARED TTY LOA. LLC AS M6TRLIMENT4 OF SUMCE REMAMI THE PROPERTY OF LDA. LLC.
LDA LLC %Wl RETAIN ALL COMMON LAW. STATUTORY AND OTHER RESERVED RGIOS INCLIIOMNG THE COPYRIGO THEREM. ANY USE OR REPROOIICTION
OF THE OOCUMENTS MITIIOLTT WRITTEN PERMASSION FROM LDA. LLC IS M VIOLATION OF FEDEWL COPYRIGHT LMYS.