20190259 EngineeringCalcsTHOMPSON Randall Ti-ampson, P.E.
Pl"Icn8- 3GO-SIS-8079
FZ R 4 N a email; t�;0-- xpzonengineer;ng@yahoo.cor-i
:-locum Bali Business Park ; 8270 28th Ct NE, Suite 29 1 + Lacey, V/A 98518
STRUCTURAL CALCULATIONS
RESIDENTIAL PLAN #2707
FOR
RON DEERING HOMES
PROJECT #-7
SITE LOCATED AT
PALASIDESpWEST
THURS1ON COUNTY, WA
Y
RANDALL N. THOMPSON, P.E.
bo
SCOPE OF WORK:
Provide vertical & lateral design for new residence per client's request.
PROJECT DESCRIPTION:
Two story wood framed residence.
DESIGN PARAMETERS:
GRAVITY LOADS:
Roofs: Trusses & comp.
Floors: Conventional
Decks: Conventional
Walls: Conventional
SITE SOILS DATA:
15 psf dead
25 psf snow
40 psf total
12 psf dead
10 psf (partition)
= 40 psf live
62 psf total
10 psf dead
60 psf live
= 70 psf total
10 psf dead
Assumed allowable soil bearing pressure = 1500 psf
LATERAL LOADS:
Wind:
Basic wind speed = 110 MPH
Exposure category "B"
Seismic:
Design category "D"
Resonant response factor R = 6.5
Ss = 1.327g S1 = 0.5458 Sds = 0,885g Shc = 0.545g
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5HEARWALL DE51GN CHART
WALL
LINE
STORY
LEVEL
SHEAR
FORCE
(Ibs)
AVAILABLE
5HEARWALL (5.W.)
TOTAL
S.W.
SHEAR
(plt)
S;W.
TYPE
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UPLIFT
(lbs)
S.W.
5EC1ION
DEAD
LOAD
(If)
NET
UPLIFT
(Ibs)
TOTAL
UPLIFT
(Ibs)
HOEDOWN OPTIONS
(n) / dia. (s)
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