Laserfiche WebLink
—��SHUTLER � ��4' S �tu�� S� n L1�n'� U (����P ' (J53 <br /> _�—CONSUI,TING JOB �dounWinU�ew•BidgC <br /> ii�ENGINEERS,Inc. SHEerNO, CovEa JF <br /> CALCULATED BY M7N DATE 6I5l2007 <br /> 125031ic�-Ked Road,Suilr 100 CHECKED BY CATE <br /> Ikllrvur,\\'ashington 9A005 SCALE <br /> (C25)OSp�p75 1'AX(J25)450-4076 JOBNUMBER 07-30.02 <br /> STRUCTURAL CALCULATIONS FOR: <br /> MOUNTAIN VIEW BUSINESS CENTRI� - BUILDMG 'C' <br /> Division 4, Lots 1 <br /> Gvcrctl, Washinglon <br /> PROPOSN:D BY: <br /> /`, <br /> Panalloni Dcvclopment Company, LLC /� <br /> 16400 Southccntcr 1'arkway, Suitc 502 <br /> Scatilc, �Vashing�on �`���p a9 .y �, <br /> O '� '� <br /> / F � e� <br /> m <br /> 77 � � �' i <br /> A�C111����T: � �' � .� 4+ <br /> ��'s Fr,�T ' G`?a ,, n <br /> SyThcsis PC �`r�,vnu�%� u�' <br /> �. r'a �. <br /> I 191 I NG I" Strcct, Suitc 103 r�ir:_s os� i2i ��:. <br /> Dcllcvuc, Washington <br /> (425) G4G-131 S, f ax (425) G4G-4141 <br /> DESIGN CRITI,RIA: <br /> CODL..........................................INTERNA7'ION I3UILDWG CODIi, 2003 Edition <br /> ROOP LIVG LOAD..........................25 PSP SNON IAAD <br /> PJWD LOAU.................................35 MPH 7_ONIi, GXFOSURC "I3„ <br /> SL'1SMIC D�SIGN INPORMAI'ION..... SS = 124% S��s = 0.83 <br /> S� = 44% S�� = 0.4G <br /> � • 1 CS= 0.165 1i = 1.00 <br /> ��� �tn -��� > � c� �� l' l R = 5.00 S2a= 2.50 <br /> 5��,�{ o,,ly SI'I'r SOIL CLASS = C <br /> SLISMIC DESIGN CATEGORY = D <br /> SL'ISMIC USG GROUP = I <br /> POUNDA"�'IONS DCSIGNGD I3ASGD ON SOIL BEARING PRL'SSURG OF 3000 PSF. SGE <br /> tiOILS RBPORT [31"I'BRRA ASSOCIATBS, 1NC. DATLD MAY R, 2007, RGPORT NUMIIER T- <br /> GOGZ. ALL �OUNDATION \VORK SIiALL 13L' IN ACCORDANCC WITH THIS REPORT. <br />