HomeMy WebLinkAbout0106.97.5li II I to I I ; of I
i
II II
I Is
I� it I II ! gill I
i II II I II I I I II I
' If
l I 1! l IiII I
I
Ko-i I II I III
II
ii
II I I I I I I
III I I I I I
11 I I I I I
II
I 1 I I7717
II II
it
�I
II
II
II
II
l
I�
II
II
II
►I
I1
II
II
II
II
II
!I I II I !I I II I II I I EVERY OTWR
J015T
i 2x10'512° Oc I( I I I
I _ I
I-- — — — — — — — — — — — — — — — — — — — I I
I _
I t r _17
5E60NP FLOOR FRAM IN6 PLAN
1/411 = 11-011
t Li�
I II x
III-------- - - - - -- — —
I II 2- 13/4' x 9 1/4" LVL — --
FLUSH H7R II
N I -� UN m oI_
v QIQ I I I
I I I I I II
I I I I l l i II I I I I
I I I I I I� II I I I I
I
COI-
a !"
a
a a �
I
o �jI ►
BEARING LINE I I
I I BEtow I
I
I I I I I)
I I I I! l
i
I
I I I I I I
I I I I I II
I
((I
11
I I
II
II
II
II
II
II
I
I 11
LL_____ _____________________��
FIR5T FLOOR FRAMING PLAN
1 /411 = I[-o°
MULTIPLE FL. J5T.5
OR BEAM PER PLAN
UNDER BRIDGE POINT
LOA05 - 5EE PLAN
G. M
WAN
Architect
1365 5h
Roche5i
Michigan
(313) 65
Pt
Mast
Pro ject
I N 9
nIV
12220 N
Suite III
Carmel,
5ubdivislor
WIN
Job No.
WIN
Date
155UE
Sheee t(Ti�th
511 IL
FRAh
PLAN
5heet No.
L
N