HomeMy WebLinkAbout3.pdfNO. DESCRIPTION OF REVISION
DATE BY JOB:
ARCHITECT:
CONTRACTOR:
DRN BY:
CHKD BY:
PROJECT LEADER:
JOB NO.:
DATE:
SHEET
TITLE:
SHEET NUMBER
DATE:
STRUCT. ENG.:
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) UNLESS NOTED OTHERWISE
COLUMNS
3 N.C. 8-14
1
8 1UNLESS NOTED OTHERWISE
A.G. 8-14
REF. DWG. E1 / E3
A3 ONE HSS 7 x 7 x 3/8 30 0
COLUMNS
6 ONE - COLUMN x 29 ‘ - 3 5/16 ( HSS 7 x 7 x 3/8 x 29 ’ - 4 3/4 ) ( AS NOTED )
( NO PAINT )
A 3 EL . 97 ‘ - 1
W. P. EL . 126 ‘ - 8 1/2
4 3/16
ONE - COLUMN x 29 ‘ - 3 5/16 ( HSS 7 x 7 x 3/8 x 29 ’ - 4 3/4 ) ( AS NOTED )
B 3 WEST @ A 3
a 3 - FB 7 x 3/4 x 0 ‘ - 9 1/8
( CTR ’ D. )
1 / 4 3 / 4
7/8
4 11/16
END CUT
2 5/16 (+)
2 5/16 (+)
EAST @ B 3
12
8
33.69 degs. 29 ‘ - 0 d 3 - FB
(CTR ‘ D. )
6 1/2
3
12
10 3/8
40.92 degs.
7 1/2
1 ‘ - 2
18 ‘ - 1 1/2 12
10 3/8 40.92 degs.
7 1/2 6 1/2 6 1/2
3
12
12 45.00 degs.
b 3 - FB
(CTR ‘ D. )2 2 “ RAD . ( TYP.
@ G USSE TS )
8 1/2
10 ‘ - 1 1/2
12
12
45.00 degs.
6 1/2
6 1/2
3
c 3 - FB
(CTR ‘ D. )
1 / 4
TYP. @ GUSSETS
a3 ONE FB 7 x 3/4 0 9 1/8 EL . 98 ‘ - 0 1/2
6 1/2 6 1/2
EL . 98 ‘ - 1 1/2
1 “ SHIM
& GROUT f 3 - FB 8 x 3/4 x 1 ‘ - 4
( CTR ’ D. ) ( GA . = 5 )
1 1/16
W. P. EL . 126 ‘ - 8 1/2
4 3/16
WEST @ C 3
a 3 - FB -
( CTR ’ D. )
3 / 4
7/8
4 11/16
END CUT
2 5/16 (+)
2 5/16 (+)
EAST @ D 3
ONE - COLUMN x 28 ‘ - 2 13/16 ( HSS 7 x 7 x 3/8 x 28 ’ - 4 1/4 ) ( AS NOTED )
C 3 ONE - COLUMN x 29 ‘ - 2 13/16 ( HSS 7 x 7 x 3/8 x 28 ’ - 4 1/4 ) ( AS NOTED )
D 3 12
8
33.69 degs.
1 / 4
3 / 4 1 ‘ - 2
17 ‘ - 1 12
10 3/8
40.92 degs.
7 1/2
6 1/2 6 1/2
3
12
12 45.00 degs.
b 3 - FB
(CTR ‘ D. )
8 1/2
9 ‘ - 1
12
12
45.00 degs.
6 1/2
6 1/2
3
c 3 - FB
(CTR ‘ D. )
27 ‘ -11 1/2
d 3 - FB
(CTR ‘ D. )
6 1/2
3
12
10 3/8 40.92 degs.
FV
APPROVER :
VERIFY STANDARD PAINT
OR NO PAINT ?
N. S. & F. S.
B3 ONE HSS 7 x 7 x 3/8 30 0
a3 ONE FB-
C3 ONE HSS 7 x 7 x 3/8 30 0
a3 ONE FB-
f 3 ONE FB 8 x 3/4 1 4 P or DRILL
D3 ONE HSS 7 x 7 x 3/8 30 0
a3 ONE FB-
f 3 ONE FB- P or DRILL
8 ~ 3/4 dia. x 1'-4 THR'D. ROD EPOXY ANCHORS
(HILTI HIT HY200 EPOXY ADHESIVE
OR AN APPROVED EQUAL)
6 ONE - COLUMN x XX ‘ - X ( HSS 4 x 4 x 1/4 x 30 LF ) ( AS NOTED )
( NO PAINT )
F 3 EL . 97 ‘ - 1
W. P. EL . XXX ‘ - X
XXX
ONE - COLUMN x XX ‘ - X ( HSS 4 x 4 x 1/4 x 30 LF ) ( AS NOTED )
H 3 WEST @ F 3
c 3 - FB 6 x 3/4 x 0 ‘ - 5 1/2
( CTR ’ D. )
3 / 4
7/8
2 11/16
END CUT
1 5/16 (+)
1 5/16 (+)
EAST @ H 3
12
8
33.69 degs.
1 / 4
F3 ONE HSS 4 x 4 x 1/4 30 LF B1E
c3 ONE FB 6 x 3/4 0 5 1/2
H3 ONE HSS 4 x 4 x 1/4 30 LF B1E
c3 ONE FB-
b3 ONE FB 5 x 1/2 1 6 SPECIAL CUT
c3 ONE FB 5 x 1/2 0 10 1/2 SPECIAL CUT
d3 ONE FB 5 x 1/2 0 6 15/16 SPECIAL CUT
b3 ONE FB- SPECIAL CUT
d3 ONE FB- SPECIAL CUT
c3 ONE FB- SPECIAL CUT
b3 ONE FB- SPECIAL CUT
d3 ONE FB- SPECIAL CUT
c3 ONE FB- SPECIAL CUT
b3 ONE FB- SPECIAL CUT
d3 ONE FB- SPECIAL CUT
c3 ONE FB- SPECIAL CUT
4 ~ THR ‘ D . ROD & TURNBUCKLE ASSY. ~ K 3 (AS NOTED)
THREADED RODS & T - BUCKLES
h3 4 1" dia. RND. BAR 3 7 9/16 THR'D. 2 ENDS LEFT HAND
k3 4 1" dia. TURNBUCKLE 0 8 3/4
K3 4 1" dia. RND. BAR 7 3 1/4 THR'D. 2 ENDS RIGHT HAND
m3 4 #3 CLEVISE (1" dia.)(3/4 GRIP) (LEFT HAND THR'D.)1 1/8 HOLE
p3 8 1" dia. PIN 0 3 w/1 HOLE
t3 8 COTTER PINS 0 2
n3 4 #3 CLEVISE (1" dia.)(3/4 GRIP)(RIGHT HAND THR'D.)1 1/8 HOLE
RIGHT
HAND
THREAD
RIGHT
HAND
THREAD
LEFT
HAND
THREAD
LEFT
HAND
THREAD 9 ‘ - 8 1/2 ( @ M 3 )
8 ‘ - 5 ( @ K 3 )
11 ‘ - 10 13/16 ( @ K 3 )
3 ‘ - 7 9/16 ( @ K 3 )
7 ‘ - 3 1/4 ( @ K 3 )
4
4
h 3 - 1 “ dia . ROD @ K 3
1 “ dia . ROD
k 3 - TURNBUCKLE
m 3 - # 3
CLEVISE
(LEFT HAND
THR’D.)
n 3 - # 3 CLEVISE
(RIGHT HAND THR’D.)
8 ‘ - 5 ( @ M 3 )
8 ‘ - 5 ( @ K 3 )
3 ‘ - 11 7/16 ( @ M 3 )
7 ‘ - 10 3/4 ( @ M 3 )
12 ‘ - 10 3/16 ( @ M 3 )
v 3 - 1 “ dia . ROD @ M 3
4 ~ THR ‘ D . ROD & TURNBUCKLE ASSY. ~ M 3 (AS NOTED)
v3 4 1" dia. RND. BAR 3 11 7/16 THR'D. 2 ENDS LEFT HAND
k3 4 1" dia. TURNBUCKLE 0 8 3/4
M3 4 1" dia. RND. BAR 7 10 3/4 THR'D. 2 ENDS RIGHT HAND
m3 4 #3 CLEVISE (1" dia.)(3/4 GRIP) (LEFT HAND THR'D.)
p3 8 1" dia. PIN 0 3 w/HOLE
t3 8 COTTER PINS 0 2
n3 4 #3 CLEVISE (1" dia.)(3/4 GRIP) (RIGHT HAND THR'D.)
8 3/4 dia. THRD. ROD EPOXY ANCH. 1 4
*
*
*
SHOP NOTE :
GUSSET PLATES & ROD BRACING ASSEMBLIES
ARE ARCHITECTURALLY EXPOSED STRUCTURAL
STEEL AESS. PREP / PAINT ACCORDINGLY.
*
**
*
*
*
GPSL ARCHITECTS, p . c . - VAIL , CO
ANDERSON & HASTINGS - LAKEWOOD , CO
VAIL VILLAGE WELCOME CENTER VAIL , CO G. E. JOHNSON CONSTR. - CO. SPRGS. , CO
M2090
SHOP NOTE :
SHIP CAP PL (a3) & GUSSET
PL (d3) LOOSE FOR FIELD
INSTALLATION. DO NOT BEVEL
CUT COLUMNS.
30 LF30 LF30 LF
30 LF
0
0 ISSUED FOR CONSTRUCTION 9/10/14 N.C.
SHOP COORDINATE
PREP / PAINT REQUIREMENTS
REVIEWED FOR GENERAL
ARRANGEMENT. REVIEW
SUBJECT TO COMPLIANCE
WITH ALL CONTRACT
DOCUMENTS. DETAIL
DIMENSIONS AND
QUANTITIES NOT CHECKED.
ANDERSON & HASTINGS
CONSULTANTS
303-433-8486
BY________DATE___________
_
ACTION:
NO
EXCEPTIONS
TAKEN
EXCEPTIONS
AS
NOTED
REVISE
AND
RETURN
REJECTED
MAF 11/17/14
11/19/14