HomeMy WebLinkAboutS-2i
J
m
Ln
N
CO
O
2X6' S AT 16"0. C.
WALL SHEATHING
2X6 SILL PLATE W/
S/8' 0 X 12" ANCHOR
BOLTS AT 32 "0. C.
ELEVATION
100' -0'
1/2" (MAXIMUM) RIGID
INSULATION (TYPICAL)
2' RIGID INSULATION
(l YP. )
04'S AT 48 "0. C. -
EACH FACE-
STAGGERED
2- s5 CONTINUOUS
TOP & BOTTOM
2- :4 CONTINUOUS
SECT I ON
SCALE: 3/4 " -1' -0" ^ S -1
r
\
N
SIMPSON HD2A -•
OR EQUAL
PLAT
SIMF
HD7)
EQUI
0
u
N
r z
PLAN VIEW
ROUGH OPENING
I FOR WINDOW
(2) -5/8 "0 BOLTS
THRU (2) -2X6'S
NOT 2X6 STUD
FOR BOLTS
-- SILL PLATE
-S/8"O ANCHOR
q, BOLT. SEE Q /S -2.
ELEVATION
DETAIL
SCALE: 1 " =1' -0"
ELEVATION
SHEAR WALL "A"
b "D'.
(3) -7/8 "0 BOLTS
THRU (2)- 2X6'S.
(2) -2X6 SILL PLATE
W/ S/8 "0 X 15"
ANCHOR BOLTS
AT 16" 0. C.
t 1/8 "0 ANCHOR
BOLT. SEE Q /S -2.
DETAIL S -1
SCALE: 3/4 " -1' -0" L S -6
1ELEVATION
1001-01
1' -0'
*4's X `° AT 48" 0. C.
EACH FACE - STAGGERED.
2- +5 CONTINUOUS
TOP & BOTTOM
2- s4 CONTINUOUS
SECT M S -1
SCALE: 3/4 " =1' -0" B
/-T 7 1/4'
(2)-S/8-0 BOLTS
THRU (2)- 2X6'S.
I Mrs I-=
S I MPSON H02A
OR EQUAL.
(2) -S/8 "0 BOLTS I
THRU (2)- 2X6'S.
SIMPSON H02A
OR EQUAL. -
SILL PLATE.
5/8 "0 ANCHOR
BOLT. ELEVATION
SEE Q /S -2.
PLAN VIE
SIMPSON
HD7A OR
EQUAL
DETAIL S -1
SCALE: 3/4 " =17"
v -vg A __C UJ - LAM
SIMP5ON C55 Ofi EQUAL _ - WALL PLATE
FLOOR -5LA15 _ _ = W ITK t2) 5/54 :50L7s _
DETAILS -1
R
SHEAR WALL 'B"
AND 'C"
(3) -7/8 "0 BOLTS
THRU (2)- 2X6'S.
(2) -2X6 SILL PLATE
W/ S /8 "0 X 15"
ANCHOR BOLTS
AT 16' 0. C.
1 1/8 "0 ANCHOR
BOLT. SEE Q /S -2.
ELEVATION
DETAIL M S =1
SCALE: 3/4 " =1' -0" s_6
c w .
3 v4' A 7 u2 GLU - LAM
GO LUM N
SIMPSON A35 Ofd
CkCH SIDE OF COLUMW
D ETAI L
SCALE - 3/4% ' 1 Oa
0
L 2' -0' AT F 2 l
2X8 ' S AT 16' 0. C.
2X8 SILL PLATE
W/ 5/8" 0 X 12'
ANCHOR BOLTS
AT 48" 0. C.
ELEVATION
100' -0'
3 -r4 CONTINUOUS
SECTION
SCALE: 3/4 " =1' O"
------------------
�.. FOOTING F 10
I g• I
I 1 1/8'0 ANCHOR
i I BOLT FOR
SIMPSON HD7A
I r m I OR EQUAL.
I S -2 I 8•
+3 TIES X 4" 0
AT 8" 0. C.
I i I X -*6 VERT.
I I 2 _p•
I
N
i 2' -2'
��- FOOTING F9.
EXTEND REINF.
NOTE: SEE ALSO P /S -2 INTO F10•
DETAIL H 5-1
SCALE: 3/4 " =1' -0"
SIMPSON
HD2A OR
EQUAL
SEE F /S-
t OF
SHEAR
WALL
l%MfflZl&'wAl4.
NOTCH 2X
FOR BOLT
i
ELEVATION
SHEAR WALL "C'
OPPOSITE
SHEAR WALL "D"
SIMILAR
SIMPSON HD7A OR
EQUAL.
(3) -7/8 "0 BOLTS
THRU (2)- 2X6'S.
SIMPSON HD7A OR
EQUAL.
(2) -2X6 SILL PLATE
W/ S/8 "0 X 15"
ANCHOR BOLTS
AT 16" 0. C.
11/8'0 ANCHOR
BOLT. SEE Q /S -2.
DETAIL S -1
SCALE: 3/4 " =1' -0" N S -6
0
za
V -4' AT F3
2' -0" AT F4
SECTION D S -1
SCALE: 3/4" =1' -0'
-1 IF1
�11.
zo
1
ri c�
w
J
. N U
Ir
4'-6"
SECTION S -1
SCALE: 3/4 " =1' -0"
SHEAR WALL
PLAN VIEW
SIMPSON
HD7A OR
EQUAL
(2) -2X6
W/ S /8 "s
ANCHOR E
AT 16" (
2X6 ' S AT 16"0. C.
2X6 SILL PLATE
W/ 5/8' 0 X 12"
ANCHOR BOLTS AT
48" 0. C.
ELEVATION
100' -0'
SEE FOOTING o
SCHEDULE FOR
REINFORCING.
1 1/8'0 ANCHOR
BOLT FOR
SIMPSON HD7A
OR EQUAL.
8"
•3 TIES X 4" 0
AT B" 0. C.
4 -s6 VERT.
X
N
2' -2'
*4'S AT 12' 0. C.
BOTH WAYS -
TOP & BOTTOM
WALL OR DOOR AS
REQUIRED. SEE FLOOR
PLAN ON SHEET A -1.
(3) -7/8 "0 BOLTS
THRU (2)- 2X6'S.
NOTCH 2X6 FOR
BOLTS.
1 1/8'0 ANCHOR
BOLT. SEE Q /S -2.
ELEVATION
DETAIL P S -6
SCALE: 3/4 " -1' -0"
a
f
N
9/16" X 11" X 0'-11" It.
BASE PLATE W/ (4)- acz- N0.
3/4 "0 X 12" s
ANCHOR BOLTS 13
SET PLATE ON I" -T OF
NON - SHRINK GROUT 1� p AtA G
NITS
4 "0 EXTRA STRONG
PIPE COLUMN.
SEE ROOF FRAMING PLAN
ON SHEET S -3 FOR TOP
OF COLUMN REFERENCES.
1ELEVATION
1001-01
2" SAND N
FOOTING FS U)
SEE FOOT-
ING SCHEDULE
FOR SIZE & Q
REINFORCING
(61 Z
u
D E T A I I s -5 (n
SCALE: 3/4 " =1' -0' E S -7 �■■
W
O
2X6 ' S AT 16' 0. C. W/ WALL U)
SHEATHING EACH SIDE
AT SHEAR WALLS "A" THRU "D ".
(2) -2X6 SILL PLATE W/
5/8 "O X 15" ANCHOR Q
BOLTS AT 16" 0. C. M
ELEVATION
100' -0' D is
Q Ln
. 2
*4'S AT 48" 0. C. X
EACH FACE. '
M
2 -i5 CONT. 3
TOP 6 BOTTOM
Trlfl rlC
- +4 CONT.
2
SECTION S -6
SCALE: 3/4 " =1' -0"
ANCHOR BOLT SCHEDULE
SIZE
A
B
C
D
S/8" 0
1' -3'
3"
3"
10"
3/4" 0
1' -4'
3 1/2"
3"
1' -0"
1 1/8" 0
2' -0'
S 1/2"
4 1/2"
1' -6"
ANCHOR BOLTS
FOR HOLDOWNS (� S -1
SCALE: NONE "`
PROJECT NUMBER
57 ?7
DATE
{
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C1; �
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Q
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SHEET NUMBER
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