HomeMy WebLinkAbout1826 W 15th St Technical - Building
TECHNICAL
-..__...-.._.n.__....,_...._...
I
WELLER CONSULTING
21925 8TH PL W
BOTHELL, WA 98021
(425) 488 - 9868
(425) 486 - 6715 FAX
LATERAL DESIGN
FOR
ANDERSON HOMES
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.
1
PROJECT NO.
DATE
PREPARED BY
07 -069
07/30107
Mark Weller, P.E.
DESIGN CRITERIA
PER THE 2006 INTERNATIONAL BUILDING CODE
EARTHQUAKE PER SECTION 1614
Design Per ASCE 7-05
Section 12.8 Equivalent Lateral Force Procedure
Base Shear: V = Cs * W
Cs = Seismic Response Coefficient
W = Effective Seismic Weight
Site / Project Specific Design Values:
Ss = 1.25 per USGS
Site Class 0 (Default)
R = 6.5 from Table 12.2-1
S, = 0.50 per USGS
Seismic Design Category 0
Iw = 1.00
Cs = 0.1282 per Section 12.8.1.1
WIND DESIGN PER SECTION 1609 (Allowable Stress Design)
Design per ASCE 7-05 Section 6.4
Design Wind Pressure: Ps = A. * Iw * PS30
where: ^ = Exposure Factor
KZT = Topographic Factor
Iw = Importance Factor
PS30 = Base Design Pressure
Site/Project Specific Values:
Basic Wind Speed = 100 mph (V 3.)
^ = 1.40 Exposure "C" (<30')
KZT = 1.00
Iw = 1.00
PS30 = see ASCE 7-05, Figure 6-2
ST ANDARD DESIGN INFORMA nON
The information described below is to be used unless otherwise noted on the plans
WOOD DESIGN per Sections 230 I & 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 318-05
Concrete: fc = 2500 psi
Rebar: fy = 40,000 psi
MISCELLANEOUS HARDWARE
SIMPSON Strong-Tie Connectors or equal
SHEAR WALL SCHEDULE
(SEE 2006 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
7/16" aSB, 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-4
v =350 plf
7/16" aSB, wi 8d (0.113" 0) nails @4" o.c.
Anchorage (interior walls only) to SINGLE joist or blkg below: 16d (box) @ 4" O.c.
SW-3
v = 490 plf
7/16" aSB, wi 8d (0.113" 0) nails @ 3" o.c.
Anchorage (interior walls only) to 4x (min.) BEAM or blkg below: 16d (box) @ 3" o.c.
NOTE: use min 3" nominal studs @ adjoining panel edges
SW-2
v = 640 pIC
7/16" aSB, wi 8d (0.113" 0) nails @ 2" o.c. (staggered)
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
0.113", and a minimum penetration of 1.375". From Table 2306.4.1 use 15/32; 8d values with a 0.729
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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WELLER CONSULTING
ENGINEERS, P.c.
21925 8TH PL W. BOTH ELL, W A 98021
PH. (425) 488 - 9868 . FAX (425) 486 - 6715
DETAIL A
DETAIL C
TRUSSES PER PLAN
10d @ 6" O.C.
ROOF SHEATHING
VENTED BLOCKING
Hl @ 24" O.C.
10d @ 6" O.C.
ROOF SHEATHING
TRUSS PER PLAN
2 x 4 FRAMING ALL
AROUND BETWEEN
TRUSSES
1,'6" O.S.B. NAILED
W/8d @4"0.C.
(1) A35
16d @ 6" O.C.
SHEAR WALL TOP PLATE
JOB NAME BAK I ANDERSON HOMES
JOB NUMBER 07-069 PREPARED BY MW
DATE 7 I 30107 SHEETNO.~ OF WD
DETAIL B
DETAIL D
10d @ 6" O.C.
ROOF SHEATHING
SHEA TH TRUSS PER SW-4.
PROVIDE INTERMEDIATE
FRAMING AS REQUIRED
10d @ 4" O.C.
10d @ 4" O.C.
2 x _ AS REQUIRED
SHEAR WALL PER
PLAN
10d @ 6" O.C.
FLOOR SHEATHING
TIMBERSTRAND
BLOCKING
(1) A35 PER BLOCK
(3) 8d TOE NAILS PER
BLOCK
SHEAR WALL PER
PLAN
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WELLER CONSULTING
ENGINEERS, P.c.
21925 8TH PL W. BOTHELL, W A 98021
PH. (425) 488 - 9868. FAX (425) 486 - 6715
(PLAN VIEW)
DETAIL E
EXTERIOR WALL
16d @ 16" O.C.
A35 PER PLAN
16d @ 16"0.C.
8d @ 4" O.C.
JOB NAME BAK / ANDERSON HOMES
JOB NUMBER 07-069 PREPARED BY MW
DATE 7 / 30 / 07 SHEET NO. ~ OF LiD
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DETAIL F
WINDOW / DOOR
HEADER
WINDOW / DOOR
FRAMING
ADD CS16 STRAP FULL
WIDTH OF SHEAR WALL
PLUS 16" END LENGTH.
TYP.
PROVIDE 2 x _
BLOCKING BEHIND
C516 STRAP. TYP.
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WELLER CONSULTING
ENGINEERS, P.c.
JOB NAME BAK / ANDERSON HOMES
JOB NUMBER 07-069 PREPARED BY MW
DA TE 7 / 30 / 07 SHEET NO. LID OF L I 0
21925 8TH PL W. BOTHELL, W A 98021
PH. (425) 488 - 9868 . FAX (425) 486 - 6715
(2) 2 x _ HF # 2 STUDS
HIT 22 HOLDOWN
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RIM JOISTW/ SOLID BLOCKING
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