HomeMy WebLinkAbout041-480-012I
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JOHN ;FREEMAN
Los. Ranchos Rd
SHEAR WALL SCHEDULE
SHEAR WALL
Qq
Qg Q .Q Q Q Q
SEISMIC SHEAR (PLF)
260
380 490 640 1, 730 760 980
WIND SHEAR (PLF)
335
485 630 820 935 975 1260
3/8" PLYWOOD 1,2
COX
COX COX CDX STRUC.1 COX COX
OR EXT. RATED OSB
1 SIDE 1 SIDE 1 SIDE 1 SIDE 2 SIDES 2 SIDES
EDGE NAILING 3
Le
8d @ 4- 8d (9 3" 8d @ 2" 8d@2- 8d -@4"8d@3 -
d ®4" 8d cQ 3"
3
FIELDNAILING3
r@12'
8d@12" d®12"8d®12 8d�'12" d®12"8d(�12
STUD SIZE AT VERT.2-2x
STEM
STUDS NAILED TOGETHER WITH 2 ROWS 16d
PLYWOOD JOINT
SINKERS AT 12" O.C. FOR FULL HEIGHT OF STUDS.
BOLT
MIN.
(4x POST MAY REPLACE 2-2z STUDS
FOUNDATION SILL
WALL
REO'D
POST WITH
PLATE.THICKNESS
11/2"
11/2"
11/2"
3"
3"
3"
3"
SIMPSON CLIP, BLOCK 4
LS70
LS70
. LS70
LS70
LS70
LS70
LS70
TO PLATE
@ 24"
® 20"
@ 16"
® 12"
Q 10"
® 10"
@ 8,.
S
2-2x
10- SDS SCREWSI
O
HDUS
SSTB24
24"
SSTB24
5/8" 0 A.B. SPACING
48" o.c.
36" o.c.
14" o.c.
24" o.c.
22" o.c.
16" o.0.
16" o.c.
1/2" 0 A.B. SPACING 5
36" ox.
24" o.c.
10" o.c.
16" o.c.
15" o.c.
11"0.Q
11" o.c.
NOTES:
1. OVER DOUGLAS FIR STUDS @ 16" O.C.. HEM -FIR TOP AND BOTTOM PLATES
ARE= .
2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING
U.O.N.
3. NAILS SHALL BE SINKERS. IF MACHINE NAILS ARE USED. NAILS WITH A PARTIAL
HEAD A, RE NOT ALLOWED.
4. SIMPSON MANUFACTURED CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL
LINE.:
5. ANCHOR BOLTS SHALL HAVE A MINIMUM 3"xYx229" THICK PLATE WASHER.
SIMPSON BPS IS ACCEPTABLE.
l
ANCHOR BOLT / HOLDOWN,
SCHEDULE
o
(MONO POUR)
(TWO POUR)
Dc.
MIN.
MIN.
ATTACH TO
MARK
HD
ANCHOR
Le
ANCHOR
Le
s I+o%N
MIN.
STEM
POST
STUD OR
BOLT
MIN.
BOLT
MIN.
WALL
REO'D
POST WITH
WIDTH
2
OHDU2
SSTB16
12"
SSTB20
16"
5"
6"
2-2x
6- SDS SCREWS 1
2
4
HDU4
SSTB20
16"
SSTB24
Y0•
5"
6"
2-2x
10- SDS SCREWSI
O
HDUS
SSTB24
24"
SSTB24
28"
5"•
6"
4x
I
14- SOS SCREWS
O$
HDUB
SSTB28
24"
SSTB34
28"
5"
e"
4x6
20-SOSSCREWSI
11
HDU11
SST834
24"
SSTB34
28"
24"
8"
6x6
1
30 -SDS SCREWS
NU 1 tb:
I. ALL WOOD SCREWS SHALL BE j"x 3" SIMPSON STRONG DRIVE
WOOD SCREWS.
2. SIMPSON RFB#5 x 16 W/ SET -22 EPDXY MAY BE SUBSTITUTED
FOR SSTBxx FOR MARK Z-4 AND MARK'5 HOLDOWNS. SPECIAL
INSPECTION IS REQUIRED. SEE "REQUIREMENTS FOR SPECIAL
INSPECTION" ON S-1 FOR ADDITIONAL INFO.
3. CNW COUPLERS AND ALL -THREAD ARE REQUIRED FOR SILL
PLATES WITH THICKNESS GREATER THAN.A 2x MEMBER.
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coVfRFD
STORAGE
T_ I.- IDix2q.
EXISTING
SHOP / BARN
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p
r
A 711
y• yo
4
s I+o%N
1
a
y'W�14CADER
-------------------
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coVfRFD
STORAGE
T_ I.- IDix2q.
EXISTING
SHOP / BARN
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0 0 •
a �
b o
LO FT
cc_ 4
a
a go 7*'
I1.0I 13-�,, 110• �,� f cc° ,�'��
J-
FLOOR. - PLAN! --- - - 0--
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a
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a �
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LO FT
cc_ 4
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a go 7*'
I1.0I 13-�,, 110• �,� f cc° ,�'��
J-
FLOOR. - PLAN! --- - - 0--
SHEAR WALL SCHEDULE
SHEAR WALL
Qq
Q ' Q Qp A QF Q
SEISMIC SHEAR (PLF)
260
380 490 640 730 760 960
WIND SHEAR (PLF)
335'
485 630 820 1260
3/8" PLYWOOD 1'2
CDX
CDX CDX CDX CDX
1 SIDE
1 SIDE 1 SIDE 1 SIDE 2 SIDES
112-d
OR EXT. RATED OSB
EDGE NAILING 3
8d (o 6"
8d @ 4" 8d @�3"8d®2"8d@3"FIELDNAILING3
Le
d@12"8d@12"
d@8d@12 Bd@12-
2STUD
BOLT
MIN.
2-2x STUDS NAILED TOGETHER WITH 2 ROWS 16d
S TUDSIZE AT VERT.
2x
SINKERS AT 12" O.C. FOR FULL HEIGHT OF STUDS.
PLYWOOD JOINT
POST WITH
(4x POST MAY REPLACE 2-2x STUDS
FOUNDATION SILL
WIDTH
PLATE.THICKNESS
11/2"
11/2"
11/2"
3"
3"
3"
3"
SIMPSON CLIP, BLOCK 4
' LS76'
LS70 '
. LS70'
LS76
LS70
LS70
LS70
TO PLATE
@ 24"
@ 20"
@ 16"
@ 12"
@ 10"
10"
@ 8"
5
SSTB24
P0"
5"
6"
2-2x
10- SDS SCREWS
OHDUS
5/8" 0 A.B. SPACING
48" o.c.
36" o.c.
14" o.c.
24" o.c.
22" o.c.
16" o.c.
16" o.c.
1/2" 0 A.B. SPACING 5
36" o.c.
24" o.c.
10" o.c.
16" o.c.
15" o.c.
11" o.c.
5"
NOTES:
•1. OVER,DOUGLAS FIR STUDS'@ 16" O.C., HEM -FIR TOP AND BOTTOM PLATES
ARE OKAY.. ' .
2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N.
3. NAILS SHALL BE SINKERS. IF MACHINE NAILS ARE USED. NAILS WITH A PARTIAL
HEAD ARE°NOT ALLOWED.
4. SIMPSON MANUFACTURED CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL
LINE.
5. ANCHOR BOLTS SHALL HAVE A MINIMUM 3"x3"x.229" THICK PLATE WASHER.
SIMPSON BPS IS ACCEPTABLE.
�o
04
ANCHOR BOLT / HOLDOWN
SCHEDULE
(MONO POUR)
(TWO POUR)
Dc.
MIN.
MIN.
ATTACH TO
MARK
HD
MIN.
STEM
POST
STUD OR
ANCHOR
Le
ANCHOR
Le
BOLT
MIN.
BOLT
MIN.
WALL
REQ'D
POST WITH
WIDTH
O2
HDU2
SSTB16
12"
SSTB20
16"
5"
6"
2-2x
1
6- SDS SCREWS
O2
HDU4
SSTB20
16"
SSTB24
P0"
5"
6"
2-2x
10- SDS SCREWS
OHDUS
SSTB24
24"
SSTB24
28"
5"
6"
4x
14- SDS SCREWSI
OHDUB
SSTB28
24"
SSTB34
28"
5"
u
8" r
4x6
20- SDS SCREWSI
1
11
HDU11
SSTB34
24"
SSTS34
28"
24"
8"
6x6
30- SDS SCREWS
NOTES:
1. ALL WOOD SCREWS SHALL BE T"x 3" SIMPSON STRONG DRIVE
WOOD SCREWS.
2. SIMPSON RFB#5 x 16 W/ SET -22 EPDXY MAY BE SUBSTITUTED
FOR SSTBxx FOR MARK 2, 4 AND MARK'5 HOLDOWNS. SPECIAL
INSPECTION IS REQUIRED. SEE "REQUIREMENTS FOR SPECIAL
INSPECTION" ON S-1 FOR ADDITIONAL INFO.
3. CNW COUPLERS AND ALL -THREAD ARE REQUIRED FOR SILL
PLATES WITH THICKNESS GREATER THAN A 2x MEMBER.
- --..-� .�H...._...._......... ... .....- ................. _.__........- 3 6
FLOOR. - PLAN
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-E]DUC:A1TION
Terri Thurman
Executive Aaeistant
Student Support. Services
1859 Bird Street
Oroville, CA -95965
(530)532-6757
Fax (530.)' 532-5758 :
tthuriiia.Cia bcoe.prgl ,
i :
� .
TO Buildinc Department
FRS: Environmental Health
SUBJECT: Sanitation Clearance
��
�aS
ownerLocation AP#
Sewaqe Disposal %� Water supply a�
Plan Approved for: "
Hold final for:
7inal clearance O.K. for:
Clearance for 3 bedroom mobil home. Other
NOTE * * *
Water Supply
Water Supply
Date
e
APPROVED
Butte County
Environmental Health
Date
Signature