HomeMy WebLinkAbout2453-54w00D STUDS AT 16*
2X SILL
#4 CONT.
2X SILL WITH
5/8" 0 X 12"
A.B. AT 49=4"
INT. NON-BRG. WOOD STUD WALL
COUNTERSINK
WITH CARE
OVER BOLT
STUDS AT 16'�
6-16dEACH
SIDE OF SPLICE
2x SILL SPLICE
T— SPLICE LINE
- TYP. SILL BOLTS
ELEVATION
NOTE:
THIS DETAIL REQUIRED WHEN EITHER "A"
OR "B" IS GREATER THAN 9" .
SEE ARCH. DWGS.
FOR FINISH
SLAB ON GRADE--,
�-- t WALL/FOOTING
BEARING
' STUD WALL
2X SILL PLATE/
W 120
5/g o ANCHOR BOLT 2~
4 AT 24"/ 1 L.
1 1 2—#4 CONT.
SEE
PUN
INTERIOR CONDI710N O
81 TYPICAL STUD WALL/FOOTING SECTIONS
2x STUDS
2x FLAT
16d TYP.
ANCH_,,. LJW"
DRYPACK
WHERE
REQUIRED
L
2X SILL PLATE W/
/8 ANCHOR BOLT 10"
2"
SLAB ON GRADE
SEE PLANS FOR REINF.
I-�— t WALL
i
SEE ARCH DWGS
FOR FINISH
I
i (
BEARING STUD WALL
1—#5 CONT.
FINISHED GRADE
1'—I' MIN. 0 1 STORY BLDG.
1—#5 CONT. (B)—/*
B) EE PIAN
#4 AT 24'(T)
EXTERIOR CONDITION O
" MIN.
MA
END OF
SILL
PLATE
NOTE: PLATES CUT MORE THAN 1/5 OF WIDTH SHALL REQUIRE A.
A BOLT ON EACH SIDE OF THE CUT SPACED WITHIN 9" OF
THE CUT. TWO (2) BOLTS MINIMUM FOR EACH PIECE OF SILL
PLATE.
FOOTING DOWELS SHALL MATCH
WALL REINFORCING IN GRADE, SIZE
AND NUMBER
REINFORCING SHALL MATCH
LONGITUDINAL FOOTING BARS
IN SIZE AND NUMBER
2d MIN d
sir=iii=zli�
HORIZ LAP
SPLICE
41 STEPPED FOOTING
TOP PLATE SPLICE
3" MIN BAR
COVER
3'-d" MIN
aft
HORiz LAP
SPLICE � a
,,� b
Hl� 11 Ell I
0
a
1:s MAX
SLOPE ` IN,co
c
0
-5- WHERE SHOWN ON PLAN
INDICATES THE POINT OF
STEPPED FOOTING
4'-0" MIN. LAP
2-16d 16d AT T, STAGGERED
i E.S. OF TOP PLATE SPLICE
STUDS
DNvntq
N�iadw ��
2-16d
�- TOP PLATES
.J
I SPECIAL COND. AT SILL SPLICE 19 I A.B. INTERRUPTS ANCHOR STUD PLACEIVI'T 17 I TYP, SILL BOLTING DETAIL 15 I TYP, STUD WALL TOP PLATE SPLICE DET. 12 I
20 7C
0 I
t
D
D
NOTCHING OF JOISTS, RAFTERS DRILLED HOLE
AND BEAMS IS NOT ALLOWED
,101ST do RAFTER O
END OF._ r r r
LEDGER
m
_ M
WHERE DEPTH OF NOTCH IS GREATER
THAN B/5 PROVIDE ANCHOR BOLT AT ANCHOR
EA. SIDE OF NOTCH AS SHOWN. BOLT.
LEDGER o.
'o'
MIN. EDGE DISTANCE
BORED HOLE
PORTION OF STUD REMAINING
'CH AT NOTCHES do HOLES SHALL
BE SOUND WITHOUT WEAKNESSES
SUCH AS KNOTS, BREAKS, SPLITS
OR SLOPE OF GRAIN EXCEEDING
1:8
WOOD
STUD
SIZE
BEARING
NON—BEARING
MAX.0 HOLE
(40%)
D
/low0
MAX. NOTCH
(409)
20
1 3/a
0.145" SHANK M POWDER DRNEN
2 r/8
ANCHOR AT 2'-8" W/
DEPRESSED SLAB
t �/y"
MIN. PENETRATION
WHERE OCCURS.
(USE
WASHER WITH ANCHOR
0.08"
THK. X 1.1" SQ. OR
0.08"
THK. X 1.425" ROUND)
TYPICaI
AT CURB
INT. NON-BRG. WOOD STUD WALL
COUNTERSINK
WITH CARE
OVER BOLT
STUDS AT 16'�
6-16dEACH
SIDE OF SPLICE
2x SILL SPLICE
T— SPLICE LINE
- TYP. SILL BOLTS
ELEVATION
NOTE:
THIS DETAIL REQUIRED WHEN EITHER "A"
OR "B" IS GREATER THAN 9" .
SEE ARCH. DWGS.
FOR FINISH
SLAB ON GRADE--,
�-- t WALL/FOOTING
BEARING
' STUD WALL
2X SILL PLATE/
W 120
5/g o ANCHOR BOLT 2~
4 AT 24"/ 1 L.
1 1 2—#4 CONT.
SEE
PUN
INTERIOR CONDI710N O
81 TYPICAL STUD WALL/FOOTING SECTIONS
2x STUDS
2x FLAT
16d TYP.
ANCH_,,. LJW"
DRYPACK
WHERE
REQUIRED
L
2X SILL PLATE W/
/8 ANCHOR BOLT 10"
2"
SLAB ON GRADE
SEE PLANS FOR REINF.
I-�— t WALL
i
SEE ARCH DWGS
FOR FINISH
I
i (
BEARING STUD WALL
1—#5 CONT.
FINISHED GRADE
1'—I' MIN. 0 1 STORY BLDG.
1—#5 CONT. (B)—/*
B) EE PIAN
#4 AT 24'(T)
EXTERIOR CONDITION O
" MIN.
MA
END OF
SILL
PLATE
NOTE: PLATES CUT MORE THAN 1/5 OF WIDTH SHALL REQUIRE A.
A BOLT ON EACH SIDE OF THE CUT SPACED WITHIN 9" OF
THE CUT. TWO (2) BOLTS MINIMUM FOR EACH PIECE OF SILL
PLATE.
FOOTING DOWELS SHALL MATCH
WALL REINFORCING IN GRADE, SIZE
AND NUMBER
REINFORCING SHALL MATCH
LONGITUDINAL FOOTING BARS
IN SIZE AND NUMBER
2d MIN d
sir=iii=zli�
HORIZ LAP
SPLICE
41 STEPPED FOOTING
TOP PLATE SPLICE
3" MIN BAR
COVER
3'-d" MIN
aft
HORiz LAP
SPLICE � a
,,� b
Hl� 11 Ell I
0
a
1:s MAX
SLOPE ` IN,co
c
0
-5- WHERE SHOWN ON PLAN
INDICATES THE POINT OF
STEPPED FOOTING
4'-0" MIN. LAP
2-16d 16d AT T, STAGGERED
i E.S. OF TOP PLATE SPLICE
STUDS
DNvntq
N�iadw ��
2-16d
�- TOP PLATES
.J
I SPECIAL COND. AT SILL SPLICE 19 I A.B. INTERRUPTS ANCHOR STUD PLACEIVI'T 17 I TYP, SILL BOLTING DETAIL 15 I TYP, STUD WALL TOP PLATE SPLICE DET. 12 I
20 7C
0 I
t
D
D
NOTCHING OF JOISTS, RAFTERS DRILLED HOLE
AND BEAMS IS NOT ALLOWED
,101ST do RAFTER O
END OF._ r r r
LEDGER
m
_ M
WHERE DEPTH OF NOTCH IS GREATER
THAN B/5 PROVIDE ANCHOR BOLT AT ANCHOR
EA. SIDE OF NOTCH AS SHOWN. BOLT.
LEDGER o.
'o'
MIN. EDGE DISTANCE
BORED HOLE
PORTION OF STUD REMAINING
'CH AT NOTCHES do HOLES SHALL
BE SOUND WITHOUT WEAKNESSES
SUCH AS KNOTS, BREAKS, SPLITS
OR SLOPE OF GRAIN EXCEEDING
1:8
WOOD
STUD
SIZE
BEARING
NON—BEARING
MAX.0 HOLE
(40%)
MAX. NOTCH
(25x)
MAX.0 HOLE
(609)
MAX. NOTCH
(409)
20
1 3/a
7/d
2 r/8
1 3/8
2x6
2 3/16w
1 3/8
3 15/16
2 3/1 a
g -16d E.S.
)F NOTCH
,4 EA. R)
WHERE NOTCH IS GREATER THAN 1" PROVIDE
12 GA. STRAP WITH WIDTH SAME AS DBL TOP It
DOUBLE TOP PLATE D
5"MIN.
9" MAX.L .......
m
04 T
WHERE DEPTH OF NOTCH "D" IS GREATER THAN
B/5 PROVIDE ANCHOR BOLT EA. SIDE OF NOTCH
AS PER END REQUIREMENT.
SILL ELATE E
END OF
SILL It
_ _ I
L/3 MIN Ae 2D MIN.
D3
MAX. `O
J
w
FLOOR OR ROOF JOIST
SUPPORT (OR OTHER STRUCTURAL 'MEMBER)
(TO SUPPORT)
DRILL HOLE AT CORNER
PRIOR TO NOTCHING.
NOTE: NOTCHES AND DRILLED HOLES AS SHOWN
ABOVE MAY BE USED ONLY WITH THE
APPROVAL OF THE STRUCTURAL ENGINEER.
�y
3EAM 3 s-1'2
�IUG. X10. 2453 SHEET 54 of 80