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10/10/2023 Christopher Post Frame Buillding B2308-045
<br /> PROJECT: Casey PAGE
<br /> CLIENT:� DESIGN BY:
<br /> JOB DATE: REVIEW BY; r
<br /> Wind Analysis far Low-rise Building aced on 2016 iBCIASCE 7.46
<br /> INPUT DATA
<br /> Exposure category(a.C or D,ASCE 7-is 26.7.3) ..'b.
<br /> Importance factor(ASCE 7-le Table Is-2) kv = 1.00 for all Category
<br /> BasloY40 speed(ASCE 7-i62a s i or2018IRG) V = -`_E 10. mph,(177,03 kph).
<br /> Topographic factor(ASCE 7-16 28.0&Table 26A-i) KA _
<br /> Building height to eave he = =f1..;:K,(2.74 m) L
<br /> Bulldtng height to ridge hr = ;::12:.;,,ff,(3,66 m) L
<br /> Building length L = ._:3�..;'-'f!,(10-91m) D
<br /> Building width,including overhangs B =` :;';24;:'•+;f!,(7,32 m)
<br /> Overhang sloped width Ott = *
<br /> Effeclive area of components(or Solar Panel area) A = 28 '�-`�fe, s==Overhang?(Yes or No) Yes
<br /> ( 2.eq ra21
<br /> DESIGN SUMMARY
<br /> Max horizontal farce normal to building length,1,'face 6.88 kips,(28WN),SD level(LRFD level),7yp,
<br /> Max horizontal force normal to building length,A face - 4.03 kips,(18 k&J Set:next page for adjusted
<br /> wind forces for ASO
<br /> ANALYSIS
<br /> Velocity greseure
<br /> qI,=0.00256 K=K,d Kd K.V2 18.43 psf
<br /> where: %=velocity pressure at mean roof height,h.(Eq.28.10-1 page 268)
<br /> Kz=velocity pressure exposure Coefficient evaluated at height,h,(Tab,26.i0.1,pg 268) 0.70
<br /> Kd w wind dlrectionallty factor.(Tab.2SA-1,for bAkllaq,page 260) 0.66
<br /> h=moan roof height a 10.60 it
<br /> K.=ground elevation factor.(1.0 per Sao.26,9,page 268) <60 ft,[Satisfactory] (ASCE 7-16 X2..1)
<br /> <Mtn t3),[Satisfactory] (ASCE 1 16 26.2.2)
<br /> Aaefan nrgssurea for mwr-RS
<br /> pGghPI )-{GColl
<br /> where: p=pressure In appropriate zone.(Eq,28.3-1.page 311). pm, 16 paf(SCE 7-16 20,3,4)
<br /> G CPS=product of gust effect factor and external pressure coefficient,see table below,(Fig.28,3-1,page$i2&313)
<br /> G Cpt=product of gust effect factor and lntemaf pressure coefficient,(Tah.26.13-1,Enclosed Building,page 271).
<br /> 0,18 or -0.18
<br /> a=width of edge strips,Fig 28.3-1,page 312, MAX[MIN(0.18,0.1 L,0.4h),MIN(0.0411,0.04L),31 = 3.00 it
<br /> Net pressures(psQ,Basic Load Cases Net Pressures (Ps ,Torsional Load Cases
<br /> Roof a fl = 14.04 Roof angig 0 = 0.00 Root la 0 14.04
<br /> surface Net Pressure W(th Nat Presswe Ath surface Not Prosauro%%Ih
<br /> ocot (*fir) ( r) vtapr (+GC 0 (-Gepi) Gcyr K113 I) (•GCQr)
<br /> 1 0.48 5.50 12.13 -0,46 -11.61 -4,08 1T 0.48 1.37 8,03
<br /> 2 -0.69 -16.03 -0.40 -0.69 -16.03 -9.40 2T -0.69 -4,011 -2.35
<br /> 3 -0.44 -11.36 -4.72 -0.37 A0.14 -3.60 3T -0.44 -2.84 -i-ia
<br /> 4 -0.37 -10,22 -3.60 -0.45 -11.61 -4,90 4T -0.37 1 -2.66 1 -0.90
<br /> 6 0.40 4,05 10.69 Roof an lee = 0.00
<br /> 6 -0.29 -8,66 -2.03 8ur[aeo Nal Premura with
<br /> I 0.72 10.03 16.67 -0,46 -12,16 -5-53 CCpr
<br /> 2E -1.07 -23,04 -16.40 -1.07 -23,04 -16.40 5T 0.40 1.01 2.67
<br /> 3E -0.63 -14.86 -8.23 -0.63 -13.09 -6A5 6T -0.29 -2.17 -0.61
<br /> 4E -0.66 -13.67 -6,94 -0A8 -1116 -5.53
<br /> sE 0.61 7.93 14,56
<br /> BE -0,43 J -11.24 1 •4.61
<br /> Z a
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<br /> Load Case A(Transverse) Load Case 8(Longitudinal) Load Cam A(Transverse) Load Casa B(Longlludinal)
<br /> i]aslC Load Cass Torsional Load Cases
<br /> L City of Everett Permit Review
<br /> EVERETT Status:Approved
<br /> _,.�..�o. 10/11/2023 11:50:19AM
<br /> Page 4 of 16 These Plans Shall remain on Job Site Barrie Kenning,Plans Examiner
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