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3318 CEDAR ST 2016-01-01 MF Import
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3318 CEDAR ST 2016-01-01 MF Import
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Last modified
1/25/2017 11:41:18 PM
Creation date
1/25/2017 11:40:46 PM
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Template:
Address Document
Street Name
CEDAR ST
Street Number
3318
Imported From Microfiche
Yes
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- -� � - i <br /> ; <br /> ri N T.,ehtinen ��.�. D��� <br /> En�iiieei•in� � <br /> 321G 1�'etmerc Avc. PA�;e No. 2 ot �'� <br /> Evcrctt, WA 98201 ; <br /> (425)252-23,73 • - --- <br /> W1ND DL+'ST�sN <br /> ; <br /> D�SIGN `��WD ,PIt�SSCJR�S I�OI2 STI2CTC'I'UI2�S �R �LrT.4�NTS <br /> • OF S1'FZUCT[TIt�S SI-1.1I�L B� D�'T�RMINEb I'OR ANY I-L�IGH'I' <br /> IN ACCOItbANC� WI1'H TI-IE rOLLOWING FORMiJLA: <br /> P., =� �� l'nn (I:qualion 16-34) <br /> whcrc: <br /> .� = Ad.jusimcnt factor f�,c building hcight and cxpo- <br /> surc from 'I'ablc 16G�.6.2.1(4). <br /> 1,,, = lmpoilance factor as defined in Section 1609.5 <br /> p,,,, = Simplificd design wind pressure for Exposure I3, <br /> al.h = 30 fect (9144 mm), and for !„,= 1.0, from <br /> ��.tbIC,1609.6.2.1(1). r�eie�eoo.e.x���� <br /> 61MPLIi1[0 UESIGN W IN�PPESSURE(M11N WINOFOPCEJiE81STIN0 6YBTEM�,p�1E�pwun R�t�•]O leel M1h 1�.1.0)(pcq _ <br /> '__" _._._.. . __.__ _-- _ ._.—__' —__—__ __ <br /> N&c SONE6 '_ <br /> WIN� 1100i nor�r NMronUlPm�ww VnItMPrw�um OVMu��_ <br /> SPCfO �NGI[ 1115[IM LWU — — <br /> _�mp�;_ �ay�«� iz• c�sc • e c o E F a H _r� an�_ <br /> UeiY Ile I 11) -59 16 J! -OI �)� .96 fil .141 .151 <br /> ❑r I I qY N �6 41 .UE -!� .VM1 a? .19] .I51 <br /> It• J 1 1�� .�11 0� 3] .I�! .90 H� -64 .Ivl .tll <br /> �S Nr � 1 ❑V _] I�� _l] -U! �9A .HM1 .l� .1Y\ .Ifl <br /> }1' A I 1�� $l III� 11 .F� .�) .�M1 .111 .IIV .IVI <br /> p .}� �l ll) .\U <br /> _ _ _ _ _ _ <br /> .— . _ _ .__ _ ___ — _— — _— <br /> �a ��,.v ��.,u � uo �� ioo io in .ze n. ai �� .e� <br /> 2V o )n u 1D <br /> �s�rsn�rc DLsr�rr <br /> THE 7'01'AL DLSTGN BASI; SliL�2 IN A GIV�N DLR�CTION <br /> SFIALL Br D�T�1211�LTNED r120M 'TITI: rOL�.O�NG rORMULA: i <br /> `� _ I.2Sns �t, . . _ -- <br /> R <br /> a hcrc: <br /> S�„ = The de;ign elastic responsc acceleration at short <br /> period ;is dctcnnined in accordancc N�ilh Scction <br /> 1fi15.1 . �. <br /> R - Thc responsc m�dification r���o�� r���„ Tahlc <br /> ��.».c,. � • <br /> 11 l�hc cfTcc ti�•c scistnic ���eight ofthc structurc, includ- '. <br /> ina tlic to'.al dcad load and othcr loads listed Uclow: <br /> � ��� � <br />
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