HomeMy WebLinkAbout0345.97.4I. ALL FOUNDATCNWALS T0BE� THIG(U%ESSI,4cm 0Ti$1YSEUN.o.)
2 DWENSICNS ,ARETOFACECF'NALTVPicAL;UN.C.)
1 TOP OF i cr BEAMS TO ALjGN'W[TH TOP OF FOXATON WALS U V.O.)
4. TOP OF CRAWL BEAMS ((4)Z(IZ TO ALIGN WITH BOTI CM OF FLOOR JOISTS WAO.1
i USE PRIMARY SENS ENTRANCE LOCA10N UNLESS SEWER LATEFAL;S ON OPPOSITE
SIDE OF DRIVE THEN USE ALTERNATE ?!TRANCE LOCAT'IOPL
6. FOLMATICN OWSM TO oS' PORTCN OF FOLMATICN WALL 1UN.0.)
T ALL BASEMENT POURED CONCRETE'NALLS TO BE S�1' N HE:OiTjUNA.)
I. ALL PRECAST LMELS SKULL HAVE Ma POCJ(E i 5 AS RECUIf )
-TYPICAL POCKET SIZE TO BE 8.11N z 8.1/8'h X 4'd (U.N.O.)
L MEND FOR FOUNDATION PLAt
®
C.M.U. WALL
C.U. WALL WITH MCK
D
PIPE) CM'VETNALL
- ________'
0171.%OUSr1147 NG
M 4k8'PRECASTLINTELS
Bz18 • ,
BEAM ABOVE ,,SIZE TYPE N0IFJ)
Bp
BEA11 FOCCTjSL 40T' CN C= AW1NCF,
J
WAL PUTT- ; NE IIAniC;,;
EMT
PRE- CASTUNiF-S(4 TYPE'A' (OR OTHE9•SEE
BELOW) BOTTOM OF UNTELS AT 3' BELoW Top OF
FOL;NCATCNWAL;CRASNC -,,CTr:_;WSr,
A- 32'long F•72' L -112'
8 -40" G -80' M -120'
C -48' H -88' N -128'
D - 56" 1.96' 0-136,
E -64' J -104' P -144'
---------------
-------- - - - - --
I ,
I
IN
AI
VMMMEicSU9
OM GMW FU
- ^------- - - - - -- a
I
I I �
I ,
I II
I I
I
I I
1 I
I
1�
a
I I
I ,
I I
' I
I I
I I 61lYAPoq dMF£i
I I armKC�xzwa�tl �
I I
I I
I i
I I
I I
I B'ro t2'
C7RAITWAE9IFAa
I I
I I
I I
I I wl EI I
H/L�T INI�_
I�
I I
I
, I
I I
Iwrviui.! , I
I II
rCOAC77NA
acWA FU
i I
IZWMaA
ATME
A--- - - - - --
wN DR NEI
i- - - - --
---------- - - - -
I I
L -!III
I -� I aS�rAFavaaEa � I I
� ;, arW3�WA•WF1j �1
I
it ' bi I I
' I LYiOS,Z:
Ell OMMA"Ri
fCONfAEtESIAB
i I STEP
I -
I � � 7iMFYwAIfiiEYriA40
J
OaCFETEWAd
I i•iYPCLLaIA
T' 117
I I
III I
I I�
I
II III
yl ly
I I
I I
? I I
i
I I
it I ,
I
J_
FOUNDATION PLAN - PARTIAL BASEMENT
1( G At
70',70'
SCALE -1/4'= V-0"
�A�sa
,p� 4
V C
4-
121,
E4
r m
I
CD
0
cc
CD
Z
0
irj V�
EI o
N l ui 7 I LJ.J
�I Icy
wlz' o
jml
S1
DATE:
11/13/95