HomeMy WebLinkAboutCOM2012-00125 Structural Calculation - COM Engineering / Geo-Tech Reports - 10/18/2012 o C.
mrisuan Funwc D. PROJECT` ' SHEET NO.
CONSULTING ENGINEER BY: DATE: JOB NO.
12181 C Street S. TACOMA,WA 98444 (253)537-8128•FAX 531-1285
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Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Zip Code = 98528
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Data are based on a 0.05 deg grid spacing
Period Centroid Sa
(sec) (g)
0.2 1.281 (Ss) <;�J—
1.0 0.479 (S1)
Period Maximum Sa
(sec) (g)
0.2 1.396 (Ss)
1.0 0.506 (Si)
Period Minimum Sa
(sec) (g)
0.2 1.232 (Ss)
1.0 0.460 (Si)
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Funboe SHEET NO.
CONSULTING ENGINEER BY DATE: JOB NO.
12181 C Street S. TACOMA,WA 98444 (253)537-8128•FAX 531-1285
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12181 C Street S. • TACOMA,WA 98444 • (253)537-8128•FAX 531-1285
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Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Zip Code = 98528
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Data are based on a 0.05 deg grid spacing
Period Centroid Sa
(sec) (g)
0.2 1.281 (Ss) u�
1.0 0.479 (S1)
Period Maximum Sa
(sec) (g)
0.2 1.396 (Ss)
1.0 0.506 (S1)
Period Minimum Sa
(sec) (g)
0.2 1.232 Ss
1.0 0.460 (S1)
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FuneoeID. PROJECT SHEET NO.
CONSULTING ENGINEER BY. DATE. JOB NO.
12202 PACIFIC AVE. S. • TACOMA, WA 98444•(253)537-8128•FAX 531-1285
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Mark Wall Type Panel Edge Intermediate Bottom Plate
(shear (3) Nailing (1), (2) Nailing (2) Anchor Bolting
capacity) I or Nailing (5)
O Y2" CDX Plywood or 8d @ 6"o.c. 8d @ 12" o.c. V A.B. @
OSB, one side 4'-0"o.c. or 16d
(200 lb/ft.) @ 7jo.c.
O Yz" CDX Plywood or 8d @ 4"o.c. 8d @ 12"o.c. 5/8"A.B. @
OSB, one side 3'-4"o.c. or 16d
(350 lb/ft.) @ 4"o.c.
O Yz" CDX Plywood or 8d @ 4"o.c. > 8d @ 12"o.c. 3/4"A.B. @
OSB, both sides (4) 2=0"o.c. or 16d
(700 lb/ft.) @ 2"o.c.
11 YZ" GWB, both sides 5d cooler nails 5d cooler nails Y2"A.B. @
@ 7"o.c. @ 7"o.c. 4'-0"o.c. or 16d
(200 lb/ft.) @ 8"o.c.
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Notes:
1. Block all panel edges.
2. Common or box nails.
3. 2x studs shall be H.F. #2 or better, kiln-dried.
4. Use 3x studs and plates @ panel edges, wall type 3 only.
5. Anchor bolts shall have minimum 3" by 3" by
Y,t >" thick plate washers.
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