HomeMy WebLinkAboutS11 - BRACED FRAMES ELEVATIONS.pdfHSS6x6 - SEE PLAN
H
F
19' - 5 3/8"
8144'-8"
8155'-6 1/2"
5 3/4" 18' - 6 3/4" 4 7/8"
8158'-10 1/2"
W18, SEE PLAN. BEAM
SKEWED 10 DEGREES
RELATIVE TO FRAME
ELEVATION
4' - 10 5/8"
8158'-3"
B/O GL RAFTER
HSS6x4, SEE PLAN
HSS6x6 - SEE PLAN
W8 - SEE PLAN
F
8" 4"
1' - 0"
E.4
5 3/4"
4 1/2"
8"4"
1' - 0"
3/16
3/4" BASE PLATE w/
(4) 3/4"Øx6" TITEN
HD AS SHOWN
TYP
1 1/2"
TYP
1 1/2"
H
8"
4"
1' - 0"
E.4 8"4"
1' - 0"
TYP
1 1/2"
TYP
1 1/2"
3/4" BASE PLATE w/
(4) 3/4"Øx6" TITEN
HD AS SHOWN
4 7/8"
100°
10°
3/16
4 1/2"
4"
4"
12" CONCRETE FOUNDATION WALL
10' - 10 1/2"
STL BM & COL CONN,
SEE SECTION 1/S9
1/4" STIFF PL EACH
SIDE
1/4" STIFF PL EACH
SIDE
1/4" STIFF PL EACH
SIDE OF WEB IN LINE
WITH HSS COL
CJP TC-U4a
3/16
TYP
A B
DETAIL A
DETAIL B
NOTCH GL SHOULDER
BEAM AND BEAR
DIRECTLY ON STEEL
FRAME
PL 1/2x6x0'-8 w/ (2)
5/8"Øx5" LAG
BOLTS @ 5" GAGE
4 1/2" 1 1/2"
3/16
3"
8156'-3"
GL SHOULDER
BEAM, SEE PLAN
GL SHOULDER
BEAM, SEE PLAN
2x10 @ 16"
IN-FILL
SHEAR WALL
DTT2Z w/ 1/2"Ø ALL-
THREAD , REFER TO
HOLDOWN SCHED
2x10 END STUD
W18 - SEE PLAN
W18 - SEE PLAN
W18 - SEE PLAN
8145'-8"
REMOVE BOTTOM FLANGE BACKING BAR AFTER
WELDING, BACK GOUGE; ADD FILLET WELD TO
BOTTOM OF BEAM FLANGE, (BEAM TO COL)
FITTED WEB STIFFENERS, EACH SIDE,
TO ALIGN WITH BEAM FLANGES
(PL THICKNESS TO MATCH OR EXCEED
ADJACENT BEAM FLANGE THICKNESS)
8155'-11 7/8"
B D
1' - 10 1/4" 20'-2". 2' - 0 1/4"
24' - 0 1/2"
2' - 9 1/4" 18' - 4" 2' - 11 1/4"
10' - 3 7/8"
8145'-2"
8" CONCRETE
FOUNDATION WALL
2" 2"
8157'-8 1/2"
8157'-2 7/8"
9' - 11 3/4" 10' - 2 1/4"
T/O SUB-FLOOR
1/4" STIFF PL EACH
SIDE
1/4" STIFF PL EACH
SIDE
BEAM TO BEAM
CONN, SEE 1/S9
CJP TC-U4a
1/4
TYP, STIFF PL
TO WEB &
FLANGES
SHEAR CONN,
SEE SCHED
GRID 3 5/8"
8"
7" 8" 7"
1' - 10"
1/4 3
2 1/2" 3" 2 1/2" CL OF COL =
CL OF 2x8 WALL
BASE PLATE 3/4x8x1'-10" w/ (4)
#6 x 40" GR 60 ASTM A706
WELDED TO BASE PLATE
GRID
1/4
TYP
(2) #5 HORIZ
EACH SIDE w/ 10"
HOOK AT END OF
WALL
D
DETAIL D
E
SECTION E
4" 2" HSS6x6 - SEE PLAN
C
A.1
20' - 0"
8142'-8"
4 1/2" 19' - 3" 4 1/2"
8157'-4 3/4"
W12, SEE PLAN
6' - 2 1/2"
8156'-5 3/4"
B/O GL RAFTER
HSS6x6, SEE PLAN
HSS6x6 - SEE PLAN
W8 - SEE PLAN
GRID
8"
4"
1' - 0"
1
8" 4"
1' - 0"
TYP
1 1/2"
TYP
1 1/2"
3/4" BASE PLATE w/
(4) 3/4"Øx6" TITEN
HD AS SHOWN
90°
3/16
4 1/2"
12" CONCRETE FOUNDATION WALL
10' - 10 1/2"
STL BM & COL CONN,
SEE SECTION 1/S9
1/4" STIFF PL EACH
SIDE
1/4" STIFF PL EACH
SIDE
1/4" STIFF PL EACH
SIDE OF WEB IN LINE
WITH HSS COL
CJP TC-U4a
3/16
TYP
C C
DETAIL C
4 1/2"
8153'-6 1/2" 3"
8154'-10 3/4"
GL SHOULDER BEAM,
SEE PLAN
2x10 @ 16" IN-FILL
SHEAR WALL
DTT2Z w/ 1/2"Ø ALL-THREAD AT
EACH END OF SHEAR WALL,
REFER TO HOLDOWN SCHED
2x10 END STUD (6) 2x8 W12x35 - SEE PLAN
W12x35 - SEE PLAN
8142'-8"
FITTED WEB STIFFENERS, EACH SIDE,
TO ALIGN WITH BEAM FLANGES
(PL THICKNESS TO MATCH OR EXCEED
ADJACENT BEAM FLANGE THICKNESS)
8155'-4 1/4"
1.1
1
6 1/4" 11' - 4 1/2" VIF 6 1/4"
12" CONCRETE
FOUNDATION WALL
3/16
3/16
TYP, STIFF PL
TO WEB &
FLANGES
3/16
CL OF COLUMN =
CL OF 2x8 WALL
BASE PLATE 1/2x7x1'-2"
w/ (4) 3/4" Ø x 6" TITEN HD
D
DETAIL D
W12x35 - SEE PLAN
VIF
8'-3". 12' - 5" VIF 5"
3/16
3 SIDES
1/4x3x0'-6" SHEAR PLATE
EACH SIDE OF WEB
11' - 6 3/4"
GL BEAM, SEE PLAN
8156'-5 3/4"
2x8 WOOD STUD SHEAR WALL
2x8 NAILER PLATE W/ 1/2" Ø THRU
BOLTS @ 16" STAGGERED
21' - 1" VIF
(2) 2x8 BUCK STUD EACH SIDE
OF STEEL COLUMN, TYP
GRID
4"
8"
1' - 0"
GRID
4" 8"
1' - 0"
3 5/8" 8 3/8"
8"
5"
3"
3 5/8"
(4) 5/8"Øx8" LAG BOLTS
THRU STEEL INTO GL
DOUBLE PLATE TO REMAIN
TIMBER RAFTER,
SEE PLAN
VIF
VIF
ISSUE RECORD
1650 Fallridge Road, Suite C-1
Vail, Colorado 81657
f.(970) 476-4901 p.(970)476-6342
S11
BRACED
FRAMES
ELEVATIONS
MERIBEL CORPORATION
17040
182 West Meadow Drive
Vail, CO 81657
6" 1' 2' 0 4'
1/2"
1/2" = 1'-0" S11
RF1 - ELEVATION 1
6" 1' 2' 0
4'
1/2"
1/2" = 1'-0" S11
RF3 - ELEVATION 3
6" 1' 2' 0 4'
1/2"
1/2" = 1'-0"
S11
RF2 - ELEVATION
2
05/05/15
0 6" 1' 2' 3'
3/4"
1/2" = 1'-0" S11
RF4 - ELEVATION
4
1/13/15
CONSTRUCTION
ASI #4 5/15/15
06/26/15