HomeMy WebLinkAbout5HSS 8x8x 1/4
STUB COL.
SEE SHEET 52.2
BLDG. 41-611
COL. . y
(2)H55 6x6x5/16
T/TB 37'-O" 7
T/TB 33'-8"
T/TB 37'—O"
T/TB 33'-8"
(2)H55 6x6x5/ 16
;(62 BLDG.
HSS 8x8x1/4 COL' S22
STUB COL.
SEE SHEET 52.2
I
6 BLDG. BLDG.
522 COL. COL.
(2)H55 6x6x5/ 16 I (2)H55 6x6x5/ I6 (2)HS5 6x6x5/ 16
T/TB 37'-0" T/TB 37'-O" T/TB 37'-0"
T/TB 33'-8" T/TB 33'-8" T/TB 33'-8"
C ONTI NUE TOP TUBE
OVER OPENING, OMIT
BOTTOM TUBE
O� X
mmx
%0
J
T/TB 37'—O"
T/TB 33'-8"
)HSS 6x6x5/ 16
20'-0"
T/TB 37'—O" T/TB 37'-0"
T/TB 33'-8" T/TB 33'-8"
(2)H55 6x6x5/ 16 (2)H55 6x6x5/ 16
I I
BLDG. BLDG.
COL. COL.
I I
SCREEN NALL
FRAMING PLAN
SCALE: 1/8" = 1'-0"
I%J.J F=I
@ PERIMETER
UPLIFT FORGES
FOR JOISTS
SCALE: NONE
FORGES INDICATED ARE NEI UPLIFT FORGES.
HSS 8x8x 114
STUB COL.
HSS 8x8x I /4
STUB COL.
SEE SHEET 522
I 1.2 2 3 4
20'-011
I I I I I
6 SPA. @ 5-1" 4 SPA. @ 5-0" 5'-O" 3 SPA. 0 4-5 3/4" 1
26-3 7/8" I 5-8 3/8"
522
I AwA%e I A0 C-nNT _
�I 1 LLY LVVr \ I L/
20'—O"
RTU_2 •
8000
ROOF.
FRAMING PLAN,
SCALE: 1/8" = 1'-0"
NOTES:
I. JOIST BEARING ELEVATION = PER PLAN
2. INSTALL BRIDGING IN ACCORDANCE WITH 5J1 .
SPECI FI CATI ONS.
3. VALUES NOTED AT BEAM ENDS ARE MAXIMUM SERVICE
REACTIONS. MINIMUM DESIGN REACTION = 25 KIPS IF NO
VALUE 15 SHOWN
4. ALL STEEL WIDE FLANGES SHAPES SHALL CONFORM TO A5TM
A992 GRADE 50.
5. SEE SECOND FLOOR FRAMING PLAN FOR COLUMN SIZES NOT
SHOWN.
5 6
,I
25-3 1/2" 3'-0 1/2" -
I 1
5 SPA. @ 5'-0 II/I6'
(t'ICLU LU(.^ I C)
25-3 1/11
E.O.D.
MASONRY WALL SGHEDULF
INDICATES 10" CMU REINFORCED W/ #6 @ 32" O.G. U.N.O.
INDICATES 8" CMU REINFORCED W/ #5 @ 40" O.G. U.N.O.
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Scope Drawings,
These drawings Indicate the genera scope of the project
in terms of architectural design concept, the dimensions of
the building, the major architectural sleme,ts and the type
of structural, mechanical and slectrica systems.
The drawings do not necessarily indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope Indicated or described,//
the trade contractors shall furnish all items required for the
proper execution and completion of the work.
Revisions,
Issue Date
Drawn By
Checked By
07/06/12
D.T.C.
T.G.S.
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Scope Drawings,
These drawings Indicate the genera scope of the project
in terms of architectural design concept, the dimensions of
the building, the major architectural sleme,ts and the type
of structural, mechanical and slectrica systems.
The drawings do not necessarily indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope Indicated or described,//
the trade contractors shall furnish all items required for the
proper execution and completion of the work.
Revisions,
Issue Date
Drawn By
Checked By
07/06/12
D.T.C.
T.G.S.
Drawing Title,
ROOF
FRAMING
PLAN
Certified By,
CI Ssf
ST
PE195 3 41
OF
Drawing Number,
OL -S1.2
Project Number,
12-065