HomeMy WebLinkAbout17060277.8I
27'-4"
25'-4"
14,-8„
-T T 7-F T . ..... .........
I I I I I I I I I I I I 800S162-54 BOXED 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 I I I
HEADER w/ WEB
STIFFENERS, TYP.
w I
THIS WILL
NOT BEA 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 I I I I I I I I I I I I I I I I I I I I IL W
REQUIRED xx
EXIT I I I I I I I I I I m
1000S162-54 STEEL RAFTERS AT 16" O.C. Ln
I I I I I I I I I I I cl A II
to
O
00
bi
U)Q m�
�uj
ILLJ
i owe
W8x18 W8x18 y 1 N, W8x18 00 o cn
J14
THIS WILL t—
tAX4
NOT BE A STEEL COLUMN, TYP.
REQUIRED
EXIT
�'-42,. 19'-0' 5'-0" 20'-0„
or 01
FRAMING PLAN
SCALE31�`=1'-0"
0
I
w
0
LL
W
O
J
<
L)
V .
Z
w
Q
Z
c,
=
W_
'
v
� �
Q
w
LV
US Arcl
9200 W. SMITH
YORKTOWN, INDI
TELEPHONE: 76
FAX 76.
WEB usarclitect
JERRY G. HOFFti
PARTNER
KEITH L. GARY,
PARTNER
DRAWN:
CHECKED:
REVISIONS:
W CD Pf
Q START DA
Q FINISH DA
PLOT INFORM
FILE NAME: K17
PLOT'' DATE: 5/1
CAD ',OPER.: KLG
SEAL L.
��.
..........
STE
* No.
AR0087(
STATE
9`•. /NDIAI
y9 •••........
H
SHEET
: