HomeMy WebLinkAboutS9 - STEEL SECTIONS.pdfSTEEL BEAM,
SEE PLAN
(2) 3/4" THRU BOLTS,
STAGGERED
STEEL BEAM,
SEE PLAN
SEE PLAN
T/O SUBFLOOR,
SEE PLAN
SEE PLAN
T/O SUBFLOOR,
SEE PLAN
PL 1/2 x6 1/2 x 0'-6 1/2"
1/4" FULL HEIGHT
STIFFENER PL EACH SIDE
3/16"
WALL THICKNESS
MINIMUM HSS
3/16"
WELD
1/4"
FIN PL THICKNESS, t
3
W12, W14
BEAM SIZE # OF BOLTS
SHEAR TAB / BEAM TO HSS COLUMN CONNECTION SCHEDULE
CL OF BEAM
CL OF BOLTS 2 1/2"
SEE PLAN 1 1/2" MIN
3" WF BEAMS &
GIRDERS, SEE PLAN
SHEAR TAB, SEE TABLE FOR
THICKNESS; STAGGER TABS
WHERE CONNECTION OCCURS
ON OPPOSITE SIDES OF WEBS
SEE TABLE
BOLTS IN HORIZ SHORT
SLOTTED HOLES PER
SCHEDULE AND
GENERAL NOTES
1. FLEXIBLE SUPPORT USING A325-N BOLTS IN SHORT SLOTTED HOLES
2. BOLTS ARE TO BE 3/4"Ø EXCEPT WHERE NOTED ON PLAN THAT 1"Ø BOLTS ARE REQUIRED
3. b/t < 37.3 FOR 46ksi TUBE STEEL
4. E70XX WELD ELECTRODES
5. Fy = 36 ksi FOR FIN PLATES
6. BLOCK SHEAR AND BENDING CAPACITY OF COPED MEMBERS MAY GOVERN CAPACITY AND
IS CHECKED SEPARATELY
7. MINIMUM WEB THICKNESS, tw, FOR WIDE FLANGE BEAMS IS 3/16"
8. FIN PL THICKNESS IN SCHEDULE SHALL NOT BE INCREASED FOR CONVENIENCE OF FABRICATOR
3/16"
3/16" 1/4" 5 W18
1 1/2" 5 3/4" 1 1/2" 1 1/2"
1 1/2"
6"
9"
3/16
PL 3/4x8 3/4x0'- 9 w/
(4) 3/4"x6" LAG
BOLTS AS SHOWN
STEEL COLUMN,
SEE PLAN
RIDGE BEAM, SEE PLAN
.
DROPPED CEILING EXPOSED CEILING
STEEL RIDGE
BEAM, SEE PLAN
STEEL BEAM,
SEE PLAN
SEE PLAN
SEE PLAN
BEAM TO BEAM CONNECTION,
SEE SCHEDULE
1/4" STIFFENER PLATE
EACH SIDE
ATTACH STEEL BEAM TO TOP
PL w/ 3/4"Øx4" LAG BOLT EACH
SIDE OF WEB
SHIM AS REQUIRED
SEE PLAN
T/O DOUBLE TOP PLATE
MIN
6"
(3) 2x NAILER PLATE
T/O SHEATHING,
SEE PLAN
FLUSH STEEL
BEAM, SEE PLAN
CONNECT BEAM TO
STUD PACK w/ 3/4"Øx4"
LAG BOLT EACH SIDE OF
WEB, STAGGERED
1 1/2" MIN
STUD PACK,
SEE PLAN
SHIM AS
NEEDED
7
S9
FLUSH STEEL
BEAM, SEE PLAN
STUD PACK,
SEE PLAN
1/4" FITTED WEB
STIFFENER
SEE PLAN
SEE PLAN
3/16
STEEL BEAM,
SEE PLAN
1/4" FITTED WEB
STIFFENER
STEEL COLUMN,
SEE PLAN
3/4" CAP PL W/ (2) 3/4"Ø
BOLTS
1 1/2" 1 1/2"
3/16
WINDOW ASSEMBLY
PER ARCH
HSS BEAM, SEE PLAN
SEE ARCH
STUD WALL, SEE PLANS
3/16
GRID
SEE PLAN BASE PL 3/4 x 5 x0'-11" ON 1"
NON-SHRINK GROUT W/ (2)
3/4"Ø x 8" WEDGE ANCHORS
W/ LEVELING NUTS @ 8"
GAGE
13
S9
3/16
5 3/4"
6 1/4"
1' - 0"
CONCRETE WALL,
SEE PLAN
12
2.5
5/8" SHEATHING ON 2x10
PURLINS ON 2x4 SHIM ON
GL RAFTERS, SEE PLAN
STUD WALL,
SEE PLAN
(2) 2x10 SUBFACIA,
SEE PLAN
STUD WALL
BEYOND
2x10 BLOCKING
OVER RAFTER
GL SHOULDER BEAM,
SEE PLAN
3/16
SEE ARCH
CAP PL 3/4 x 5 x 0'-11" W/ (2)
3/4"Ø x 6" LAGS @ 8" GAGE
3/16
3/16
(2) ROWS OF DOUBLE 2x
NAILER PLATE. SEE
GENERAL NOTES FOR
ATTACHMENT
GL RAFTER, SEE PLAN. REFER TO S8
FOR RAFTER TO BEAM CONNECTION
STEEL RIDGE BEAM,
SEE PLAN
HSS BEAM,
SEE PLANS
HSS BEAM,
SEE PLANS
FULL PEN
3/16
STEEL BEAM,
SEE PLAN
1/4" FITTED WEB
STIFFENER
STEEL COLUMN,
SEE PLAN
BASE PL 1/2x6x0’-11 w/ (2) 3/4”Ø x 6”
LAG BOLTS @ 8” GAGE, CENTERED
ABOUT PLATE
1 1/2" 1 1/2"
3 5/8"
F/O STUD
BM TO COLUMN
CONNECTION, SEE 2/S9
(3) 2x NAILER PL ON
FLUSH STL BM, SEE PLAN
STEEL COLUMN, SEE PLAN
1 1/2" NORMAL WEIGHT CONCRETE
TOPPING ON 1 1/8"" PLYWOOD SUBFLOOR
ON 18" FLOOR TRUSS, SEE PLAN
SEE PLAN
SEE PLAN
3/16
STEEL BEAM,
SEE PLAN
1/4" FITTED WEB
STIFFENER
STEEL COLUMN,
SEE PLAN
3/4" CAP PL W/ (4)
3/4"Ø BOLTS
1 1/2"
1 1/2"
3" 1 1/2"
1 1/2"
3/16
1 1/2"
1 1/2" 3" 1 1/2"
1 1/2"
STEEL COLUMN,
SEE PLAN
1/4" FITTED WEB
STIFFENER
3/4" CAP PL W/ (4)
3/4"Ø BOLTS
3/16
SEE PLAN
WINDOW ASSEMBLY
PER ARCH
HSS BEAM, SEE PLAN
SEE PLAN
STUD WALL, SEE PLANS
3/16
GRID
13
S9
12
2.5
5/8" SHEATHING ON 2x10
PURLINS ON 2x4 SHIM ON
GL RAFTERS, SEE PLAN
STUD WALL,
SEE PLAN
(2) 2x10 SUBFACIA,
SEE PLAN
STUD WALL
BEYOND
2x10 BLOCKING
OVER RAFTER
GL SHOULDER BEAM,
SEE PLAN
SEE ARCH
CAP PL 3/4 x 5 x 0'-11" W/ (2)
3/4"Ø x 6" LAGS @ 8" GAGE
3/16
3/16
BASE PL 3/4 x 5 x 0'-11" W/ (2)
3/4"Ø x 3" LAGS @ 8" GAGE
CANTILEVERED FLOOR
JOISTS BEYOND, SEE PLAN
GRID
4"
8"
1' - 0"
GRID
4" 8"
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 8 3/8" 4 3/8" 7"
7" 3 5/8"
3 5/8" 8 3/8"
3/16
3/4" BASE PLATE w/
(4) 3/4"Øx6" TITEN
HD AS SHOWN
8" 4"
1' - 0"
TYP
1 1/2"
3 3/4"
TYP
1 1/2"
7"
1" 1' - 1"
EQ EQ
4" 8"
3/4" BASE PLATE w/
(4) 3/4"Øx6" TITEN
HD AS SHOWN
1' - 0"
8" 4"
1' - 0"
90°
3 3/4" 4 1/4"
5 5/8" 4 3/8"
TYP
1 1/2"
TYP
1 1/2"
1.2
7"
7"
3/16
3 5/8"
3/16
3/4" BASE PLATE w/
(4) 3/4"Øx6" TITEN
HD AS SHOWN
8" 4"1' - 0"
TYP1 1/2"
2 1/4"
TYP
1 1/2"
1' - 1"
7" 1"3/16
3/4" BASE PLATE w/
(4) 3/4"Øx6" TITEN
HD AS SHOWN
8" 4"
1' - 0"
TYP 1 1/2"
3 1/2"
TYP
1 1/2"
1' - 1"
7" 1"
STEEL BEAM,
SEE PLAN
1/4" FITTED WEB
STIFFENER EACH
SIDE
STEEL BEAM, SEE
PLAN
3/16
(2) 3/4" Ø THRU BOLTS
EACH SIDE OF WEB
ISSUE RECORD
1650 Fallridge Road, Suite C-1
Vail, Colorado 81657
f.(970) 476-4901 p.(970)476-6342
S9
STEEL
SECTIONS
MERIBEL CORPORATION
17040
182 West Meadow Drive
Vail, CO 81657
01/13/15
CONSTRUCTION
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S9
SECTION 6
NO SCALE
STEEL CONNECTION SCHEDULE
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S9
SECTION 5
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S9
SECTION 4
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S9
SECTION 7
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S9
SECTION 3
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S9
SECTION 8
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S9
SECTION 2
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S9
SECTION 10
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S9
SECTION
9
01/30/15
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S9
SECTION 13
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S9
SECTION 12
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S9
SECTION 1
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S9
SECTION 11
0 6" 1' 2' 3'
3/4"
1/2" = 1'-0" S9
DETAIL 16
0 6" 1' 2' 3'
3/4"
1/2" = 1'-0"
S9
DETAIL
19
0 6" 1' 2' 3'
3/4"
1/2" = 1'-0"
S9
DETAIL
17
0 6" 1' 2' 3'
3/4"
1/2" = 1'-0" S9
DETAIL 18
0 6" 1' 2' 3'
3/4"
1/2" = 1'-0"
S9
DETAIL
15
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S9
SECTION
14
04/15/15