HomeMy WebLinkAboutE1.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
FRAMING PLAN /
EMBED PLAN
@ LEVEL 4
E1
N.C. 8-14
GPSL ARCHITECTS, p . c . - VAIL , CO
ANDERSON & HASTINGS - LAKEWOOD , CO
VAIL VILLAGE WELCOME CENTER VAIL , CO
G. E. JOHNSON CONSTR. - CO. SPRGS. , CO
M2090
S.F. 8-14
TY TOLER
HIGH PERFORMANCE PRIMER
NOT FOR CONSTRUCTION
FOR APPROVAL COMMENTS &
FIELD MEASURING PURPOSES ONLY.
NOTES:
1. TOUCH UP PAINT AT ALL FIELD WELDS.
HSS 7 x 7 x 3/8
HSS 7 x 7 x 3/8
27 ‘ - 0
18 ‘ - 3 FV
4 ‘ - 4 1/2 FV 4 ‘ - 4 1/2 FV
9 ‘ - 6 FV
FV FV
9 ‘ - 0
A2
B
B1
15
14 13 12
27 ‘ - 0
27 ‘ - 0
HSS 7 x 7 x 3/8HSS 7 x 7 x 3/8HSS 4 x 4 x 5/16
HSS 3 x 3 x 1
/4HSS 3 x 3 x 1/4HSS 3 x 3 x 1/4HSS 4 x 4 x 1/4
HSS 4 x 4 x 1/44“
6“ (+/)
FV
HSS 3 x 3 x 1/4
HSS 3 x 3 x 1/4EL . 97 ‘ - 10 1/2 EXIST.
FIN. FLOOR EL . ( F V )
EL . 97 ‘ - 10 1/2 EXIST.
FIN. FLOOR EL . ( F V )
W 8 x 18 ( 96 ‘ - 11 )
HSS 3 x 2 x 1/4GALVANIZEDEMBED PLATE 3/4 x 8 x 0 ‘ - 8w/ (4) 3/4 dia . x 4 HAS( 6 PLCS . AS MARKED )
( T. O. PL EL . TO MATCH EXIST. )5 ‘ - 7 1/2
A1
27 ‘ - 2
18 ‘ - 5
6 ‘ - 0 ( FV )
2 ‘ - 0 6 ‘ - 4 2 ‘ - 0 2 ‘ - 1 B E 3B
E 3
( OPP. HD.)A
E 3
A E 3
N
FRAMING PLAN @ LEVEL 4 1
E 1
( T.O.S. EL. AS NOTED ) ( REF. DWG. S101 )
4 ‘ - 9 FV
8 ‘ - 6 9 ‘ - 6 8 ‘ - 6
4 ‘ - 5 4 ‘ - 3 4 ‘ - 3 4 ‘ - 9 4 ‘ - 9 4 ‘ - 3 4 ‘ - 3
9 ‘ - 0 9 ‘ - 0 8‘ - 8 4 “
8 ‘ - 6
4 ‘ - 3
4 ‘ - 3
4 ‘ - 9 FV
9 ‘ - 0 9 ‘ - 0
8 ‘ - 0
1 ‘ - 0
C
E 3
10 ‘ - 4
3 1 / 2
3 1 / 2 ( 2 ) A B 1
4 “ PROJ .3 1 / 2 3 1 / 2 ( 2 ) A B 14 “ PROJ .H E 3
H E 3
EMBED PL 1/2 x 6 x 0 ‘ - 6
w / ( 2 ) 1/2 dia. x 4 H. A. S.
EQUALLY SPACED EA. SIDE OF
OPENING ( 2’ - 0 MAX. ) ( SEE
SECTION H / E3 & ELEV. C / E3)
( 8 ) REQ ‘ D .
FB 4 x 1/2 x 6 ‘ - 4
w / 3/8 STIFFS. @
2 ’ - 0 c / c MAX.
( 4 ) 3/4 “ dia . x 1 ‘ - 0
EPOXY ANCHORS
(4 ” PROJECTION )
HSS 4 x 4 x 5/16FB 4 x 1/2 x 6 ‘ - 4
w / 3/8 STIFFS. @
2 ’ - 0 c / c MAX.
APPROVER:
ELEV. C / S201 SAYS 8 ‘ - 4 c/c COLUMNS.
PLEASE ADVISE.
( 4 ) 3/4 “ dia . x 1 ‘ - 0
EPOXY ANCHORS
(4 ” PROJECTION )
FIELD VERIFY
ALL PITCHES, T.O.S. ELS . , DIMENSIONS
& WORK POINT ELS. ( FV = FIELD VERIFY )
A1
A1
A1
A1
A1
A1( 8 ) B1 ( 2 ) C1
( 2 ) C1APPROVER:
IS THIS A NEW BEAM OR EXIST. BEAM?
A 2
A
2A 2
A
2B 2
C 2
D 2
D 2
A 3
B 3
C 3 D 3
F 3
H 3
D1
D1
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