HomeMy WebLinkAbout6.pdfNO. DESCRIPTION OF REVISION
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GENERAL NOTES :
TUBE STEEL: ASTM A500 GR. B UNLESS NOTED
BOLT: ASTM A325 UNLESS NOTED
HOLES: PAINT: 1 S/C STANDARD PRIMER
PL STEEL: ASTM A36 UNLESS NOTED
W STRUCT. SHAPES: ASTM A992(50ksi)UNLESS NOTED
PIPE: ASTM A53 GR. B UNLESS NOTED
BILL OF MATERIAL
WEIGHT
REMARKS FEET
DESCRIPTION
LENGTH
INCHES
PIECE
MARK
NO. OF
PIECES
SHIP
MARK
FIELD FASTENERS (0% ADDED)
PLAIN MATERIAL
NOT FOR CONSTRUCTION
FOR APPROVAL COMMENTS &
FIELD MEASURING PURPOSES ONLY.
ATTIC BEAMS
6
N.C. 8-14
UNLESS NOTED OTHERWISE
A.G. 8-14
REF. DWG. E2 / E3
A6 ONE HSS 6 x 4 x 3/8 10 11
ATTIC BEAMS
a6 2 L4 x 4 x 3/8 0 4 1/2 P or DRILL
APPROVER :
VERIFY STANDARD PAINT
OR NO PAINT ?
B6 2 HSS 6 x 3 x 1/4 8 3
ONE - BEAM ( HSS 6 x 4 x 3/8 x 10 ‘ - 8 ) 2 2
EL . 109 ‘ - 6 3/4
1/8
2 ‘ - 2 1/8
A 6
L - a 6
( @ N.S.)
( GOL = 2 1/2 )
2 - L - a 5
1 1’ - 0 1’ - 0 1’ - 0 1’ - 0 8 ‘ - 7
b 6 - THRD. STUDS
( CTR’D. )
( 6 REQ ‘ D. )
L - a 6
( @ N.S.)
1/8
8’ - 6 1/8
3/ 16
3/ 16 6
13
16
5
8 b6 9 THRD. STUDS-
b6 6 1/2 dia. THRD. STUDS 0 2 1/4
2 - BEAMS ( HSS 6 x 3 x 1/4 x 8 ‘ - 3 ) ( AS NOTED ) B 6
1 1/2 8 SPCS. @ 1’ - 0 c / c = 8 ‘ - 0 ( @ B 6 )
b 6 - THRD. STUDS
( CTR’D. )
( 9 REQ ‘ D. @ B 6 )
( 4 REQ ‘ D. @ C 6 )
3/ 16 6 EL . 109 ‘ - 6 3/4
2 - BEAMS ( HSS 6 x 3 x 1/4 x 8 ‘ - 3 ) ( AS NOTED )
C 6
1 1/2 3 SPCS. @ 1’ - 0 c / c = 3 ‘ - 0 ( @ C 6 )
C6 2 HSS 6 x 3 x 1/4 8 3
b6 4 THRD. STUDS-
2 - BEAMS ( HSS 8 x 3 x 1/4 x 3 ‘ - 11 ) D 6
5 1/2 3 SPCS. @ 1’ - 0 c / c = 3 ‘ - 0
b 6 - THRD. STUDS
( CTR’D. )
( 4 REQ ‘ D. )
3/ 16
8 EL . 108 ‘ - 11 1/4
ONE - BEAM ( HSS 8 x 3 x 1/4 x 1 ‘ - 9 ) F 6
4 1/2 ONE SPC. @ 1’ - 0 c / c = 1 ‘ - 0
b 6 - THRD. STUDS
( CTR’D. )
( 4 REQ ‘ D. )
3/ 16
8 EL . 108 ‘ - 11 1/4
D6 2 HSS 8 x 3 x 1/4 3 11
b6 8 THRD. STUDS-
F6 ONE HSS 8 x 3 x 1/4 1 9
b6 2 THRD. STUDS-
H6 2 W 6 x 15 8 11 1/2 P or DRILL
2 - BEAMS ( W 6 x 15 x 8 ‘ - 11 1/2 )
H 6 2 2
8 ‘ - 10
8 SPCS. @ 1 ‘ - 0 c / c = 8 ’ - 0 ( STAGGERED N. S. & F. S. )
5 3/4
N. S. HOLE F. S. HOLE
EL . 109 ‘ - 6 3/4
ONE - BEAM ( W 6 x 15 x 6 ‘ - 9 3/4 )
K 6 2 2 6 ‘ - 8 1/4
6 SPCS. @ 1 ‘ - 0 c / c = 6 ’ - 0 ( STAGGERED N. S. & F. S. )
4 7/8
N. S. HOLE F. S. HOLE
EL . 108 ‘ - 6 3/4
ONE - BEAM ( W 6 x 15 x 7 ‘ - 10 5/8 )
M 6 2 2 7 ‘ - 9 1/8
7 SPCS. @ 1 ‘ - 0 c / c = 7 ’ - 0 ( STAGGERED N. S. & F. S. )
5 1/4
N. S. HOLE F. S. HOLE
2 1/4 x 9/16
BLK.
EL . 108 ‘ - 6 3/4
K6 ONE W 6 x 15 6 9 3/4 P or DRILL
M6 ONE W 6 x 15 7 10 5/8 C1E, P or DRILL
ONE - BEAM ( W 6 x 15 x 9 LF )
N 6 2 2 X ‘ - X
7 SPCS. @ 1 ‘ - 0 c / c = 7 ’ - 0 ( STAGGERED N. S. & F. S. ) 4 7/8
N. S. HOLE F. S. HOLE
1/8
X ‘ - X
EL . 108 ‘ - 6 3/4
L - a 6
( @ N.S.)
( GOL = 2 1/2 )
N6 ONE W 6 x 15 9 LF P or DRILL
P6 ONE HSS 8 x 6 x 3/8 10 9
T6 4 HSS 4 x 4 x 5/16 30 LF
V6 4 HSS 7 x 5 x 3/8 3 10 1/2
X6 2 HSS 10 x 5 x 3/8 4 4 1/2
Y6 2 HSS 10 x 5 x 3/8 3 8
Z6 2 HSS 10 x 5 x 3/8 0 7 1/2
BA6 4 HSS 10 x 5 x 3/8 10 LF
a6 ONE L- P or DRILL
BB6 8 FB 8 x 3/8 1 9
BC6 16 FB 5 x 1/2 0 8
BD6 4 PL 12 ga. x 4 12 0
BF6 4 PL 12 ga. x 4 16 0
GPSL ARCHITECTS, p . c . - VAIL , CO
ANDERSON & HASTINGS - LAKEWOOD , CO
VAIL VILLAGE WELCOME CENTER VAIL , CO
G. E. JOHNSON CONSTR. - CO. SPRGS. , CO
M2090
11/19/14