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2512 TAYLOR DR 2016-01-01 MF Import
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2512 TAYLOR DR 2016-01-01 MF Import
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Last modified
4/25/2017 7:51:46 PM
Creation date
3/10/2017 2:09:07 AM
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Address Document
Street Name
TAYLOR DR
Street Number
2512
Imported From Microfiche
Yes
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r � � <br />� � <br />WEST n <br />COAST I` �� �� I I �' 1624 Grove Stree� PHONE: (425) 347-8998 <br />S TRUCTURAL���� L � ,� I '�. ��,—. Suite B F/VC: (425) 347-8998 <br />�NGINEERING.INC. � � Marysville,WA98270 email@wcse.net <br />Project Description: <br />Project Location: <br />Client: <br />Contact: <br />Project Number: <br />Date: <br />Design Criteria: <br />Code: <br />Wind. <br />Exposure: <br />Kzt: <br />Seismic Zone: <br />Snow load: <br />Roof: <br />Floor: <br />STRUCTURAL CALCULATIONS <br />��zo�zo,z <br />� ����� �� <br />����' ���k.��i _[�:C,���?�� <br />��or�n� ���� <br />Gfai l-ua7 <br />( �',1� f.(-le �>afe Gnly� <br />NOT VALID WITHOUT WET SIGNATURE <br />Mustach Land Development <br />Taylor Lot 3 <br />Everett, WA <br />The Leren Company <br />PO Box 12863 <br />Mill Creek, WA 98082 <br />Tom Leren <br />The Leren Company <br />(425) 776-6007 <br />W3680 <br />July 20, 2012 <br />2009 IBC / ASCE 7-05 <br />85 mph <br />B <br />1.00 <br />Design Category D <br />25 psf LL <br />15 psf DL <br />40 psl LL <br />10 psf DL <br />Soil: Site Class "D" ( A;:sumed ) <br />Allowable Bearing: 2000 psf <br />Passive Pressure: 300 pcf <br />Aclive Pressure: 35 pct (unrestrained) <br />60 pcf (restrained) <br />Friction: ( y� ) 0.35 <br />Seismic Spectra: By LaULong <br />USGS EaRhquake Hazards Program <br />
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