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123 DORN AVE 2016-01-01 MF Import
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123 DORN AVE 2016-01-01 MF Import
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Last modified
4/10/2017 9:10:41 PM
Creation date
2/12/2017 3:32:59 AM
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Address Document
Street Name
DORN AVE
Street Number
123
Imported From Microfiche
Yes
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� <br />t <br />r � ��`���'�� L��.�.I <br />� JRR Engineering, Inc. f 1 <br />�p5�y1 -Gri� 18609 7�h Ave. W., Suite B I h1AY 1 6 �rp� U' <br />r�, I�- Lynnwood, WA 98�37-4149 <br />���QSy � 6"�%) (425) 697-5108 CITY OF F-VEh�TT <br />Permi '-;,,, �,� <br />:nt: Jama� Mahmoud I I I Project Location: ciry of Everett,-Y"az A�ttmen <br />13330 62nd Drive SE I I I Design calculations are for 85 mph wind <br />IEverett, WA 98208 lexposure B and 25 psf snow load. � <br />j(425) 318-9020 Do not use or depend upon these I <br />-T-- ;calculationsfor more severe wind <br />�- �- <br />ex�osure or snow loading. I <br />Lateral <br />live Loads �Seismic ZoneD <br />1.25 �Dead Loads:�Roof & Ceiling load 15 psf <br />B Floor load 10 psf <br />85 IExterior wall load 60 plf <br />�S Ilnterior wall load 5 psf (flo� <br />Vanes over heignt � exposure i i aoie IOUy.O.L. I�9f� <br />_ � 1 (Table 1604.5) <br />�„o Varies with roof pitch and zone (Table 1609.6.2.1(1)) <br />A e � <br />Ps30 15.9 -4.2 10.6 <br />0-15' Ps 15.9 -4.2 10.6 <br />15'-20' Ps 15.9 -4.2 10.6 <br />20'-25' Pa 15.9 -4.2 10.6 <br />25'-30' Ps 15.9 -4.2 10.6 <br />30'-35' P� 16.7 -4.4 11.1 <br />35'-40' Ps 17.3 -4.6 11.6 <br />� I � <br />Seismic design: V = 1.2SpSWIR <br />F, = 1 (Table 1615.1.2(1)' <br />Sos = 0.833 (Equation 16-38) <br />IE = 1 i(Table 1604.5) <br />R = 6.5 I (Tabie 1617.6.2) <br />V = nonzontai ease �near �cq. <br />W = Total dead load <br />D = Soil Type (Section-1615.1.1 <br />Fa = Site Soil coefficient � <br />Prepared by: JCM <br />Checked by: RKR <br />Project No.: 04-95 <br />F <br />-2.3 0-15' Ps 11.5 -� <br />-2.3 15'-20' P,= 11.5 5.9 <br />-2.3 20'-25' P� 11.5 5.9 <br />-2.3 25'-30' Ps 11.5 _5.9 <br />-2.4 30'-35' Ps 12.1 � -6.2 <br />-2.5 35'-40' Pa 12.5 � -6.4 <br />�-- I P = 2 - 20l(r <br />Sos = Design Spectral Response Parameter (E <br />p = Redundancy Factor (1.0<p<1.5) (Eq. 303) <br />Ab = Total Ground Fioor Area I � <br />r =(10ILw) Vi / Vt (Seclion 1617.2) �7 <br />= i ocai atory ane <br />= Length of Wal <br />V 01 <br />Project Name: Yaz Apartment <br />12I812004 <br />� <br />� <br />� <br />16-40) <br />-3.5 <br />-3.5 <br />-3.5 <br />-3.5 <br />-3.7 <br />-3.8 <br />% _ <br />7 Z✓JS <br />o /_:�/ ��:. <br />.�_ � ��_. <br />Page 1 of 5 <br />
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