HomeMy WebLinkAboutS10 - TRUSS ELEVATIONS.pdfTYPICAL FOR ALL SHEAR WALL NAILING:
PER IBC / AWC SDPWS, SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. SHEATHING PANEL
NAILING NOT CONFORMING TO THIS SECTION WILL NOT BE ACCEPTABLE AND WILL HAVE TO BE REINSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
ENSURE THAT THE NAIL GUNS USED FOR FASTENING ARE SET AT THE PROPER DEPTH AND/OR AIR PRESSURE TO ACHIEVE THE REQUIRED PENETRATION
GENERAL NOTES:
1. CONNECT SOLE PLATE TO FND w/ ANCHOR BOLTS NOTED ABOVE.
2.
SEE PLAN FOR HOLDOWN TYPE AND LOCATION
3.
UNLESS NOTED OTHERWISE, NUMBER OF STUDS AT EACH END OF SHEAR WALLS IS CALLED OUT ON PLAN
4.
NO PENETRATIONS GREATER THAN 12"x12" IN SHEAR WALLS, BLOCK AND NAIL ALL EDGES
5.
NO MECHANICAL OR PLUMBING PENETRATIONS IN TOP AND BOTTOM PLATES
6.
ALL EDGES SHALL BE BLOCKED WITH 2x MEMBERS AT PLYWOOD/OSB SHEATHED WALLS
7.
ALL WALLS HAVE (2) 2x TOP PLATES AND (1) 2x BOTTOM PLATE EQUAL TO WIDTH OF STUD SIZE, TYP UNO
8.
MINIMUM WIDTH OF SHEATHING PANELS AT ENDS OF SHEAR WALLS SHALL BE 4'-0 TO ENSURE END STUDS
ARE ENGAGED
9.
SEE DETAILS FOR ATTACHMENT OF DIAPHRAGMS TO SHEARWALL PLATES, TYPICAL
SW1
SHEAR WALL SCHEDULE
SW2
SW3 2x8 @ 16"
2x8 @ 16"
2x8 @ 16"
MARK STUDS SHEATHING NAILS PANEL EDGE
NAIL SPACING
FIELD NAIL
SPACING
SOLE PLATE CONNECTION
CAPACITY A35 SPACING AT
INT WALLS
7/16" APA (24/16)
ONE SIDE
8d COMMON NAILS
(0.131" x 2 1/2")
6" 12" 1/2"Øx6" TITEN
HD @ 48"
360 PLF 12"
12"
1/2" GYP BOARD
BOTH SIDES
No. 6 DRYWALL
SCREWS 1 1/4" LONG
4" 16"
320 PLF
7/16" APA (24/16)
ONE SIDE
8d COMMON NAILS
(0.131" x 2 1/2")
4" 12"
550 PLF
N/A
SW4 2x6 @ 16"
24"
N/A
SW5 2x4 @ 16"
4"
N/A 1/2" GYP BOARD
BOTH SIDES
No. 6 DRYWALL
SCREWS 1 1/4" LONG
16"
320 PLF
SW6 2x6 @ 16" 7/16" APA (24/16)
ONE SIDE
8d COMMON NAILS
(0.131" x 2 1/2")
12" 4" 550 PLF
SW7 7/16" APA (24/16)
BOTH SIDES
8d COMMON NAILS
(0.131" x 2 1/2")
N/A
715 PLF
2x8 @ 16"
6" 12"
1/2" GYP BOARD
BOTH SIDES
No. 6 DRYWALL
SCREWS 1 1/4" LONG
320 PLF
4" 16"
24"
24"
12"
12"
ANCHORS NAILS
1/2"Øx6" TITEN
HD @ 48"
16d SINKERS
@ 8"
16d SINKERS
@ 8"
16d SINKERS
@ 8"
16d SINKERS
@ 8"
N/A
N/A
16d SINKERS
@ 3"
N/A
CONNECT SOLE PLATE TO RIM JOIST OR BEAM w/ NAILS NOTED ABOVE.
10.
HARDWARE TO FRAMING MEMBERS AND FOUNDATION HARDWARE TO FRAMING MEMBERS STRAP TO FRAMING MEMBERS
(SPECIFY ABOVE, BELOW, OR BOTH)
TYPE 1 TYPE 2 TYPE 3
MARK
HD1
HD2
MODEL # QUANTITY
ASSEMBLY
TYPE
ANCHOR BOLTS
EMBEDMENT DEPTH SCREWS OR NAILS
ADHESIVE
ANCHOR, SEE GN
CONC
FOUNDATION
WALL
BUILT-UP END
STUDS
HOLDOWN
PRESSURE
TREATED PL
HOLDOWN
FLOOR
HOLDOWN
ATR
VERTICAL 2x
SQUASH
BLOCKS
SOLE PLATE
BUILT-UP END
STUDS
BUILT-UP
END
STUDS,
ABOVE &
BELOW
FLOOR JOISTS
BOT PLATE
STEEL STRAPS
(8) SDS 1/4x1 1/2"
N/A (10) SDS 1/4"x2 1/2"
DTT2Z
HD3
N/A (20) SDS 1/4"x2 1/2"
HD4
HD5
HD6
HARDWARE TO
TYPE 4
FRAMING MEMBERS
HOLDOWN,
OFFSET TO AVOID
BEAM WEB, SEE
PLAN
HARDWARE TO FRAMING MEMBERS HARDWARE TO FRAMING MEMBERS
TYPE 5 TYPE 6
CLEAR SPAN
17" MAX
NAILED
PORTION
NOTE:
INSTALL PER
MANUFACTURER'S
PRINTED
INSTALLATION
INFORMATION
WALL
SHEATHING,
SEE SHEAR WALL
SCHEDULE
SOLE
PLATE
5/8"Ø THRU
BOLT
STEEL BEAM
ATR BOLTED
TO BEAM
FLANGE
SHTG, SEE
PLAN
HOLDOWN,
SEE PLAN
BUILT-UP END
STUDS
SQUASH
BLOCKING
ADHESIVE
ANCHOR,
SEE GN
CONC FDN
WALL
CL FLOOR
5" PROJECTION
1/2" CLR MIN
EMBED DEPTH
SEE SCH
EQ EQ
EMBED DEPTH
SEE SCH
HOLDOWN SCHEDULE
HDU4-SDS2.5
HDU8-SDS2.5
1/2"Ø
N/A
(8) SDS 1/4x1 1/2"
DTT2Z
THRU TOP FLANGE TYPE 5
TYPE 2
TYPE 2
TYPE 2
1/2"Ø
5/8"Ø
7/8"Ø
5/8"Ø THREADED ROD
5 " (14) SDS 1/4"x2 1/2"
HDU5-SDS2.5
TYPE 1
1"Ø THREADED ROD
10 " (30) SDS 1/4"x2 1/2"
HDU11-SDS2.5
TYPE 1
HD7
(30) SDS 1/4"x2 1/2"
HDU11-SDS2.5
SEE PLAN 1"Ø
N/A
END STUDS
2
2
2
2
2
4
5
2
HD8
(10) SDS 1/4"x2 1/2"
HDU4-SDS2.5
5/8"Ø THREADED ROD 2
HD9
(8) SDS 1/4x1 1/2"
DTT2Z
1/2"Ø THREADED ROD 2
TYPE 1
TYPE 1
2
4
5 "
5 "
8
12
2
4
5
1
1 1/2" NORMAL WEIGHT
CONCRETE TOPPING ON 1 1/8"
SUB-FLOOR ON 18" FLOOR TRUSS,
SEE PLAN
2x8 WOOD STUD
WALL, SEE PLAN
2x8 WOOD STUD
WALL, SEE PLAN
GRID
2x NAILER, SEE GENERAL
NOTES FOR ATTACHMENT
FLUSH STEEL BEAM, SEE PLAN
SEE PLAN
SEE PLAN
GRID
CONCRETE INSIDE WALL CORNER
TOP OF CONC WALL BEYOND
4" 1' - 0" 3"
L4x4x1/4 w/ (2) 1/2"Øx4"
TITEN HD
WOOD TRUSS,
SEE PLAN
PL 1/4x3x0'-3
3/16
STEP T/O CONCRETE
FLUSH STEEL BEAM BEYOND
KING STUD EACH
SIDE w/ 2 ROWS OF
0.131"Øx3" NAILS @ 6"
RIDGE BEAM,
SEE PLAN
2x8 CRIPPLE WALL
(2) 9 1/2" LVL HEADER.
CONNECT TO COLUMN
w/ (2) L90
GL COLUMN,
SEE PLAN
SOFFIT ELEV
SEE ARCH
GL RAFTER
LEDGER,
SEE PLAN
LUS210
UPPER LEVEL
FRAMING BEYOND
STEEL RIDGE BEAM w/ (2)
TOP PLATE, SEE PLAN
ADD STEEL SHIM
PLATE AS REQUIRED
5/8" ON 2x10 PURLIN ON GL
RAFTER, SEE PLAN
(4) 3/4"Ø THRU BOLTS
1/4" FITTED WEB STIFFENER
EACH SIDE OF WEB
WOOD STUD
SHEAR WALL,
SEE PLAN
SLOPES
SEE PLAN
SEE PLAN
1' - 7 1/8"
CL STUD WALL =
CL STEEL BEAM
3 5/8"
LEDGER, SEE PLAN
LUS210
5/8" ON 2x10 PURLIN ON GL
RAFTER, SEE PLAN
WOOD STUD
SHEAR WALL,
SEE PLAN
SLOPES
CL STUD WALL =
CL STEEL BEAM
3 5/8"
1 1/2"
1' - 7 1/8" 1 1/2" NORMAL WEIGHT CONCRETE
TOPPING ON 1 1/8" SUBFLOOR ON 18”
FLOOR TRUSS, SEE PLAN
LEDGER SIM TO
UNIT A SEE PLAN
LUS210
5/8" ON 2x10 PURLIN ON GL
RAFTER, SEE PLAN
WOOD STUD SHEAR
WALL, SEE PLAN
SLOPES
CL STUD WALL =
CL STEEL BEAM
3 5/8"
1 1/2" NORMAL WEIGHT CONCRETE
TOPPING ON 1 1/8" SUBFLOOR ON 18”
FLOOR TRUSS, SEE PLAN
1 1/2"
1' - 7 1/8" SLOPES
STEEL BEAM,
SEE PLAN
1 1/2" NORMAL WEIGHT
CONCRETE TOPPING ON 1
1/8" SUBFLOOR ON 18"
FLOOR TRUSS, SEE PLAN
2x NAILER PLATE
STEEL BEAM,
SEE PLAN
FLOOR TRUSS,
SEE PLAN
2x BLOCKING
1 1/2" NORMAL WEIGHT CONCRETE
TOPPING ON 1 1/8" SUBFLOOR, SEE
PLAN
STUD WALL,
SEE PLAN
HEEL
8 3/8"
GRID
FULL HEIGHT RIPPED 2x RIM
1 1/2" 5 3/4"
18" FLOOR TRUSS W/ RAISED HEEL.
BEAR TRYSS HEEL ON LOWER SUB-
FLOOR
STEEL BEAM,
SEE PLAN
RIPPED (3) 2x
BLOCKING
T/O UNIT A SHEATHING
SEE PLAN
T/O UNIT B SHEATHING
SEE PLAN
ISSUE RECORD
1650 Fallridge Road, Suite C-1
Vail, Colorado 81657
f.(970) 476-4901 p.(970)476-6342
1
S10
SECTIONS
MERIBEL CORPORATION
17040
182 West Meadow Drive
Vail, CO 81657
01/13/15
CONSTRUCTION
NO SCALE
SHEARWALL SCHEDULE
NO SCALE
HOLD DOWN SCHEDULE
03/11/15
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S10
SECTION
2
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S10
SECTION
8
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S10
SECTION
1
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S10
SECTION
4
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S10
SECTION
5
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S10
SECTION
3
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S10
SECTION
6
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S10
SECTION 7
04/15/15