HomeMy WebLinkAbout1810 W 15th St Technical - Building
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WELLER CONSULTING
21925 8TH PL W
BOTH ELL, WA 98021
(425) 488 - 9868
(425) 486 - 6715 FAX
LATERAL DESIGN
FOR
ANDERSON HOMES
15TH STREET HOMES, LOT 3
A BAK ASSOCIATES PLAN
PORT ANGELES, WASHINGTON
NOTE: This stamp applies to
the members and assemblies
described in these calculations
only and is only valid if it is a
wet stamp.
7 / I '8 I =(,.:.
1
PROJECT NO.
DATE
PREPARED BY
06-023
07/18/06
Mark Weller, P.E.
DESIGN CRITERIA
PER THE 2003 INTERNATIONAL BUILDING CODE
EARTHQUAKE PER SECTION 1614
Design Per ASCE 7-02
Section 9.5.5 Equivalent Lateral Force Procedure
Base Shear: V = Cs * W
Cs = Seismic Response Coefficient
W = Effective Seismic Weight
Site / Project Specific Design Values:
Ss = 1,58 per USGS
Site Class D (Default)
R = 6.5 from Table 9.5.2.2
SI = 0,72 per USGS
Seismic Design Category E
Iw = 1.00
Cs = 0.1621 per Section 9.5.5.2.1
WIND DESIGN PER SECTION 1609 (Allowable Stress Design)
Section 1609,6 Simplified method
Design Wind Pressure: Ps = ^' * Iw * PS30
where: ^ = Exposure Factor
Iw = Importance Factor
PS30 = Base Design Pressure
Site/Project Specific Values:
Basic Wind Speed = 100 mph (V 3s)
^ = 1.40 Exposure "C" (<30')
Iw = 1.00
PS30 = see Table 1609,6.2.1 (1)
STANDARD DESIGN INFORMA nON
The infonnation described below is to be used unless otherwise noted on the plans
WOOD DESIGN per Sections 2301 & 2301,2.1 Allowable Strength Design
when applicable; per 2308 Conventional Light-Frame Construction
MINIMUM NAILING REQUIREMENTS per Table 2304.9,1
ANCHOR BOLTS:
5/8" 0 x 10", A307 or better, wi 7" min. Embedment. V = 1328 # I bolt
CONCRETE DESIGN per Chapter 19 & ACI 318-02
Concrete: f c = 2500 psi
Rebar: fy = 40,000 psi
MISCELLANEOUS HARDWARE
SIMPSON Strong-Tie Connectors or equal
SHEAR WALL SCHEDULE
(SEE 2003 IBC table 2306.4.1 & Section 2306.4.1)
All shear walls to be sheathed from top plate to bottom plate. Block all panel edges.
Nail spacing is for all panel edges. Space nails @ 12" o.c. along intermediate framing members.
SW-6
v = 260 plf
7 f.16" OSB, wi 8d (0.113" 0) nails @ 6" o.c,
Anchorage (interior walls only) to SINGLE joist or blkg below: 16d (box) @ 6" O.c.
SW-2
v = 640 plf
7/16" OSB, wi 8d (0.113" 0) nails @ 2" o.c.
Anchorage (interior walls only) to 4x (min.) BEAM or blkg below: 16d (box) @ 2" O.c.
NOTE: use min 3" nominal studs @ adjoining panel edges
The shear values above are based upon the use of 8d box nails with a full head, a shank diameter of
0.1I3", and a minimum penetration of 1.375". From Table 2306.4.1 use 15/32; 8d yalues with a 0.719
factor wi 1.4 increase for wind.
SW-2C
v = 840 plf
7/16" OSB, wi 8d (0,131" 0) COMMON nails @ 2" o.c.
Anchorage (interior walls only) to 4x (min,) BEAM or blkg below: 16d (box)@ 2" o.c.
NOTE: use min 3" nominal studs @ adjoining panel edges
The shear values above are based upon the use of8d common nails with a full head, a shank diameter of
0.131 ", and a minimum penetration of 1.5". From Table 2306.4.1 use 15/32; 10d values with a 0.948
reduction for Hem-Fir & 1.4 increase for wind.
16d @ 16" O.C,
SHEAR WALL EDGE
NAILING
RIM JOIST
LOCATE SHEATHING
JOINT @ COMMON
MEMEBER
SHEAR TRANSFER @ EXTERIOR WALL DETAIL
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W. C WELLER CONSULTING
ENGINEERS, P.C.
2] 925 8TH PL W. BOTHELL, W A 9802]
PH. (425) 488 - 9868. FAX (425) 486 - 6715
TRUSSES PER PLAN
10d @ 6" O.C.
ROOF SHEA THING
VENTED BLOCKING
Hl @ 24" O,C,
DETAIL A
(2) 2 x _ HF # 2 STUDS
PHD6 HOLDOWN
/'a" 0 ALL-THREAD
S,E,T. EPOXY GROUT
PER MANUFACTURERS
RECOMMENDATIONS
P,T, SILL PLATE
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DETAIL C
JOB NAME BAK / ANDERSON HOMES
JOB NUMBER 06-023 PREPARED BY MW
DATE 7/18/06 SHEET NO. <"'8 OF ~
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WINDOW / DOOR
HEADER
WINDOW / DOOR
FRAMING
ADD CS16 STRAP FULL
WIDTH OF SHEAR WALL
PLUS 16" END LENGTH,
TYP.
PROVIDE 2 x_
BLOCKING BEHIND
CS16 STRAP, TYP.
JOB NAME BAK / ANDERSON HOMES
JOB NUMBER 06-023 PREPARED BY MW
DATE 7/18/06 SHEET NO. l-""\ OF ~
,
..we
WELLER CONSULTING
ENGINEERS, P.C.
21925 8TH PL W. BOTHELL, W A 98021
PH. (425) 488 - 9868. FAX (425) 486 - 6715
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SHEAR WALL LENGTH
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