HomeMy WebLinkAbout4.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)
PLAIN MATERIAL
AS NOTED
ROOF BEAMS
4 N.C. 8-14
A.G. 8-14
REF. DWG. E2 / E3
A4 2 HSS 7 x 7 x 3/8 11 1 5/16 B2E
ROOF BEAMS
a4 2 HSS 7 x 7 x 3/8 11 1 5/16 B2E
APPROVER :
VERIFY STANDARD PAINT
OR NO PAINT ?
12
8
33.69 degs.
12
8
33.69 degs.
4 11/16
2 - R O O F B EA M S x 1 0 ‘ - 8 5 /8 ( H SS 7 x 7 x 3 /8 x 1 1 ’ - 1 5 /16 )
17 ‘ - 10
8 ‘ - 11 8 ‘ - 11
10 S P CS . @ 1 ‘ - 0 c / c = 10 ’ - 0
6 5 /8
6 1 1 /1 6
5 ‘ - 11 5/16
8 7/16
6 ‘ - 7 3/4
A 4
SYMMETRICAL
ABOUT
CL
b 4 - THR’D. STUD
( CTR ‘ D . )
(22 REQ’D . )
a 4 - HSS 7 x 7 x 3/8 x 11 ’ - 1 5/16
3 / 16
0
45
PARTIAL PENET.
4 11/16
b4 44 1/2 dia. THR'D. STUDS 0 3
5 7
NOTCH 5/8 x 3 1/8
(CTR ‘ D.)( T. & B.)
3 1/8 x 5/8 NOTCH
(CTR ‘ D.) ( T. & B.)
4 - BEAMS ( HSS 7 x 5 x 3/8 x 8 ‘ - 11 )
EL. 106 ‘ - 10 1/2
EL. 115 ‘ - 11 1/2
B 4
B4 4 HSS 7 x 5 x 3/8 8 11 C2E
GPSL ARCHITECTS, p . c . - VAIL , CO
ANDERSON & HASTINGS - LAKEWOOD , CO
VAIL VILLAGE WELCOME CENTER VAIL , CO G. E. JOHNSON CONSTR. - CO. SPRGS. , CO
M2090
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___________
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ACTION:
NO
EXCEPTIONS
TAKEN
EXCEPTIONS
AS
NOTED
REVISE
AND
RETURN
REJECTED
MAF 11/17/14
11/19/14