HomeMy WebLinkAboutE3.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
SECTIONS & DETAILS - STEEL
E3
N.C. 8-14
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.
2. FOR EMBED PLATE LOCATIONS SEE DRAWING No. E 1.
BRACE FRAME ELEVATION A A
E 3
( REF. DWG. S201 )
EL. 97 ‘ - 10 1/2
13
18 ‘ - 3 FV
4 ‘ - 4 1/2 FV 4 ‘ - 4 1/2 FV
9 ‘ - 6 FV 28 ‘ - 10 FV
8 ‘ - 7 9 ‘ - 6 10 ‘ - 9 FV
( E ) W18 BEAMS
4 ‘ - 9 FV 4 ‘ - 9 FV
C ( E ) RIDGEL
T. O. S. EL.
106 ‘ - 5 1/2
12
8
12
8
T. O. S. EL.
115 ‘ - 11 1/2
W. P. EL.
126 ‘ - 8 1/2
( E ) TS 5 x 5
( E ) TS 5 x 5
HSS 7 x 7
HSS 7 x 7
HSS 7 x 5 x 3/8 (LSH) HSS 7 x 5 x 3/8 (LSH) HSS 7 x 5 x 3/8 (LSH)
HSS 7 x 5 x 3/8 (LSH) HSS 7 x 5 x 3/8 (LSH) HSS 7 x 5 x 3/8 (LSH)
HSS 7 x 7
5 / 16
TYP.
EL. 97 ‘ - 10 1/2 9 1/2
EL . 130 ‘ - 2 11/16
1 / 4
TYP. @ 7 x 7 COLS.
TO GUSSETS & COL.
1 / 4
TYP.
5
1 “ dia. ROD BRACING ( A 36 )
w / TURNBUCKLE &
# 3 CLEVISES w / 1 ” dia. PINS ( TYP. )
( AESS )
1 / 4
TYP. @
5 x 5
COLS.
A2 B
8 ‘ - 8 FV
19 ‘ - 5 FV
4‘ - 9 FV 3‘ - 11 FV
7‘ - 3 FV 7‘ - 2 4‘ - 0 1‘ - 0
D
E 3
(SIM.)
D
E 3
T. O. S. EL. 107 ‘ - 10 1/2 ( +/- ) T. O. S. EL. 107 ‘ - 10 1/2 ( +/- )
12
8
12
8
W. P. EL.
115 ‘ - 2 1/2
( E ) TS 4 x 4
( E ) TS 5 x 5
( E ) TS 4 x 4
( E ) TS 5 x 5
( E ) TS 4 x 4
HSS 4 x 4
HSS 4 x 4 x 5/16
HSS 4 x 4 x 5/16
HSS 4 x 4 x 5/16
HSS 4 x 4 x 5/16
W 8 (x 18 ) FRAM E
W 8 (x 1
8 )
W 8 (x 18 )
T. O. S. EL. 107 ‘ - 2 ( +/- )
HSS 10 x 5 HSS 10 x 5 HSS 10 x 5 HSS 10 x 5
EXISTING
ROOFING
5 / 16 TYP.
HSS 7 x 7
(SLOPED)
EL. 97 ‘ - 1
3 / 16
3 SIDES (N. S. / F. S.)
@ CLIP ANGLES
BRACE FRAME ELEVATION B B
E 3
( REF. DWG. S201 )
HSS 8 x 6
HSS 4 x 4
HSS 4 x 4
MATCH EXIST. FV
6 ‘ - 0 4 ‘ - 2 4 ‘ - 2 6 ‘ - 0
B
X ‘ - X ( R. O. )
12
8
12
8
12 ga. x 4 x 12 ‘ - 0 / 16’ - 0
STRAP BRACING
( TYP. @ N. S. & F. S. OF STUDS)
STRAPS TO
STUDS (TYP.) 1 / 8
H E 3
H
E 3
FB 4 x 1/2 x 6 ‘ - 4
w/ 3/8 STIFFS. @ 2’ - 0 MAX.
FB 4 x 1/2 x 6 ‘ - 4
w/ 3/8 STIFFS. @ 2’ - 0 MAX.
FOR EMBEDS & ANCHOR BOLTS
THIS AREA SEE PLAN 1 / E1.
T. O. CONC. CURB
EL .
T. O. S. EL . 109 ‘ - 6 3/4 (+/-)
8 “
BRACE FRAME ELEVATION C C
E 3
( REF. DWG. S201 )
FV
APPROVER :
VERIFY CONNECTION @ TOPS
OF COLUMNS. (NONE SHOWN IN
SECTION 8 / S302 )
TYP.
3 / 8
N. S. & F. S.
1 / 4
3 SIDES - TYP.
N. S. & F. S.
1 / 4
TYP.
3 / 8
HSS 10 x 5 HSS 10 x 5
FB 8 x 3/8 x 1 ‘ - 9
( N. S. & F. S. - TYP. ) ( CTR ’ D. )
FB 5 x 1/2 x 0 ‘ - 8
( TOP & BOT. - TYP. )
( CTR ’ D. )
HSS 7 x 5
( LSH )
T.O.S. EL .
106 ‘ - 5 1/2 T.O.S. EL . 107 ‘ - 2 ( +/- )
( E ) TS 5 x 5 COLUMN
MOMENT CONNECTION D
E 3 ( REF. DWG. DETAIL B / S201 )
APPROVER:
HSS @ T.O. S. EL . 106 ‘ - 5 1/2
INTERFERES WITH SIDE PLATES
(MAYBE COPE OUT UPPER PORTION
OF HSS 7 x 5 ?) PLEASE ADVISE .
BRG. PL 1/2 x 4 x CONT.
w/ 3/8 “ STIFFS. @ 2 ‘ - 0
HSS COLUMN
D1
D1
APPROVER
VERIFY
(D 2)
(D 2)
BD6 / BF6 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