HomeMy WebLinkAbout38I. R=17'-11"
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3" CELLULAR M.R.D.5 TOP OF HSS (@ HSS HANGER �) ! 1 1/2" M.R.D. The concepts, ideas, designs, plans, and details as
ELEV.-111'-8 1/4" 1/4 shown on this document are the sole property of
MSKTD & Associates, Inc., and were created,
developed and presented for use on this specific
M TOP OF HSS ! project. None of the concepts, ideas, designs, plans,
ELEV.=111'-4" — — — — TOP OF STEEL JST. BEARING and details shall be used by any person, firm, or
HSS8X4 corporation for any purpose whatsoever, without the
CLOSURE PLATE @ ELEV.=114'-4 1/2" ELEV.=114'-2" expressed written consent of MSKTD & Associates,
BOTH ENDS W 10X49 I Inc. The Owner shall be permitted to retain copies
for information and reference in connection with this
HSS8X4 Section project.
11 1" = 1'_0"
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TOP OF STEEL41
ELEV.=114'-4 1/2" CA
I ELEV.=127'-6" � � � 0
TOP OF HSS (@ HSS HANGER W12X16CONT. PLATE 17 1/2"X1/4" r1
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12 ill= 1'-0" VARIES 4 1" = 1'-0" Revisions: Date: By:
R=17'-3"
5 CONT. L4X4X1/4 Section 101, 4"
HSS6X3X3/16 CONT.1 1/2" M.R.D. `� EXTERIOR FACE OF BRICK
1" = 1'-0"
1 1/2" M.R.D. 1 1/2" M.R.D.
JST. BEARING
ELEV.=VARIES 1 HSS10X10 COL.
TYP. GRIND �
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SHEET TITLE
Framing Sections
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K -JOIST \ K -JOIST .
L4X4X1/4X0'-6" CONT. L4X3X1/4 , K -JOIST
L.L.V. COMMISSION NUMBER DATE
Q @ EACH JOIST
tc) HSS 10X6X3/8 W 18
L2 1/2X2 1/2X1/4 5„ , MSKTD 5629
O @ EACH JOIST TYP. (ROTATE 2-11-11
90) T/EL.=114'-3" BUD 6576
Section S13Enlar ed Viewco
SHEET NUMBER
9
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