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FOOTING DOWELS SHALL MATCH
WA L REINFORCING IN GRADE SIZE HORIZ LAP 'b� o
WOAD STUDS AT 16 L � � a� "'
2X SILL WITH AND NUMBER SPLICE �� � ����
5/8" 0 X 12"
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PI (----t WALL FOOTING I -'--t WALLREINFORCINGHALL MATCH
2X SILL A.B. AT 4 -0
S
LONGITUDINAL FOOTING BARS i
#4 CONT. IN SIZE AND NUMBER , a� 0o
BEARING 2X SILL PLATE W/ SEE ARCH DWGS
SEE ARCH. DWGS. --•-i STUD WALL 5/g O ANCHOR BOLT I FOR FINISH
- FOR FINISH I I 12 10 I I 2d MIN -- c
2X SILL PLATE W/ I
r -
5/g"0 ANCHOR BOLT 2" 2" I BEARING STUD WALL
SLAB ON GRADE I SLAB ON GRADE
8" I i SEE PLANS FOR REINF. I I I F
-111-f
�_ 1--#5 CONT.
0.145" SHANK POWDER DRIVEN -- �, FINISHED GRADE 1:6 MAX
DEPRESSED SLAB 1-'lll lll� �' _ !pin SLOPE � o
ANCHOR AT 2'-8" W-1i1-iil_il �' ► ��- c
M N. PENETRATION WHERE OCCURS. �► 1 �- =- ,_ » d o 0
11/2 I#4 AT 24 1 L _ �_ l'-6" MIN. @ 1 STORY BLDG. 3" MIN BAR ce
(USE WASHER WITH ANCHOR 12" 1 2-#4 CONT. = i > u
0.08" THK. X 1.1" SQ. OR COVER
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0.08" THK. X 1.425" ROUND) SEE - - --•- EE PLAN I �� �►_
PLAN 1--#5 CONT. (B)—///`?r
B}:SI-�-111_111-11
TYPICAL AT CURB #4 AT 24"(T) 3'-0" MIN
2,_o„
�)12" HORIZ LAP -5- WHERE SHOWN ON PLAN
SPLICE INDICATES THE POINT OF E)N d n H Z z�
STEPPED FOOTING ? ark '
1 Z �aN N
Go
INTERIOR CONDITION EXTERIOR, CONDITION Z< 000
B � C _ DI ON A F F ° °°
za � o�o�
cf.
NIIN W g?cn° 49.
INT. NON-BRG. WOOD STUD WALL 181 TYPICAL STUD WALL/FOOTING SECTIONS 141 STEPPED FOOTING ill
COUNTERSINK 6 -16d EACH
WITH CARE SIDE OF SPLICE
OVER BOLT
STUDS AT 16 ,� r2x SILL SPLICE
�1
44
1 11
I 1 "A„ if B" 11
IP41
SPLICE LINE
TYP. SILL BOLTS
ELEVATION
NOTE:
THIS DETAIL REQUIRED WHEN EITHER "A"
OR "B" IS GREATER THAN 9" .
SPECIAL COND. AT SILL SPLICE
N 2D MIN. Q
o �
! d-
i o
NOTCHING OF JOISTS, RAFTERS DRILLED HOLE
AND BEAMS IS NOT ALLOWED
JOIST & RAFTER A
E N D 0 F_.._ , 7„ 7„ 7,
LEDGER Al
a
W w
w w �
WHERE DEPTH OF NOTCH IS GREATER
THAN B/5 PROVIDE ANCHOR BOLT AT - ANCHOR
EA. SIDE OF NOTCH AS SHOWN. BOLT.
LEDGER B
WOOD FRAMING HOLES AND NOTCHING
2x STUDS
2x FLAT
16d TYP.
ANCHVI. UUL-I
7v RI V
DRYPACK
WHERE
REQUIRED
L
5" MIN.4'-0" MAX. " MIN.
9"M X. 9"MA .
SILL PLATE -
JL!
I
=- ANCHOR BOLTS 5/$'O
TYPICAL n»
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.
9 I A.B. INTERRUPTS ANCHOR STUD PLACEM'T 17 I TYP. SILL BOLTING DETAIL
MIN. EDGE DISTANCE
BORED HOLE
PORTION OF STUD REMAINING
CH AT NOTCHES & HOLES SHALL
BE SOUND WITHOUT WEAKNESSES
SUCH AS KNOTS, BREAKS, SPLITS
OR SLOPE OF GRAIN EXCEEDING
1:8
WOOD
STUD
SIZE
BEARING
I NON-BEARING
MAX.0 HOLE
(40%)
MAX. NOTCH
(25%)
MAX.0 HOLE
(60%)
MAX. NOTCH
(40%)
20 4
1 3/8”
�/8 ►
2 1/8„
1 3/8 if
2 x 6
2 3/16”
1 3/8"
3 15/16
2 3/16"
W000 (DC
STU D
816
- d E.S.
END OF
SILL R
)F NOTCH
4 EA. R)
En
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.
w W
w
0
WHERE DEPTH OF NOTCH "D" IS GREATER THAN
B/5 PROVIDE ANCHOR BOLT EA. SIDE OF NOTCH
AS PER END REQUIREMENT.
SILL PLATE E
-r^r1 r,I ATr- C`hI Inr-
51 TYP. STUD WALL TOP PLATE SPLICE DET. 12
IV L/3 MIN. 2D MIN.
D 3,
MAX.
z �
z I p g Q
i
FLOOR OR ROOF JOIST
SUPPORT (OR OTHER STRUCTURAL MEMBER)
L
1 (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.
'q
Date
- Job Number
96010
i
$ Sheet
6 HOLES + NOTCHING IN PURLINS +" BEAM 3
S-1.2
I
.DWP. NO. 2495, SHEET 46 of 69
AS BUILT 10/19/98
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Drawn by
Print Dates
10/23/98
Checked by
Date
- Job Number
96010
i
$ Sheet
6 HOLES + NOTCHING IN PURLINS +" BEAM 3
S-1.2
I
.DWP. NO. 2495, SHEET 46 of 69
AS BUILT 10/19/98