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CONT. (R=31'-4 1/4")
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1/8" = V-0"
TYP.
W 12X16
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W8X10 W8X10 W8X10
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1/8" = 1'-0"
TOP OF STEEL EL. = 127'-6"
3"-16/18 GA. CELLULAR
METAL ROOF DECK
TYP.
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8" 8'- 0" i 8'- 4 3/4"
Mf^1 flim
T/STL. EL. 110'-2" TYP.
JOIST BEARING EL. = 114'-2" (U.N.O.)
Roof Framing Plan C1 COLUMN SIZE HSS10X10X3/8
1/8" - 1'-0" C2 COLUMN SIZE HSS10X10X1/2
C3 COLUMN SIZE HSS6X6X1/4
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MSKTD
& Associates, Inc.
ARCHITECTURE ENGINEERING INTERIOR DESIGN
1715 MAGNAVOX WAY 930 NORTH MERIDIAN
FORT WAYNE, IN 46804 INDIANAPOLIS, IN 46204
voice 260.432.9337 voice 317.917.1190
fax 260.436.2402 fax 317.822.6236
http://www. m sktd.com
CERTIFICATION
\`\\�\�\\\\\\\111 I I I l 11
.� cJ R• K/�,q ��ii,�
�Z`:wG\STER
Fo
No.
s 19500182
i • • S
STATE OF :*
�� •••. �iND I ANP .•'
111\\\
The concepts, ideas, designs, plans, and details as
shown on this document are the sole property of
MSKTD & Associates, Inc., and were created,
developed and presented for use on this specific
project. None of the concepts, ideas, designs, plans,
and details shall be used by any person, firm, or
corporation for any purpose whatsoever, without the
expressed written consent of MSKTD & Associates,
Inc. The Owner shall be permitted to retain copies
for information and reference in connection with this
project.
Revisions: Date: By:
SHEET TITLE
Roof Framing Plans
COMMISSION NUMBER DATE
MSKTD 5629 2-11-11
BUILD 65076
SHEET NUMBER
S4,01