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r <br />. <br />�� <br />1 � �� � SIIUTLGIt <br />� � � CONSULT] <br />� �e � ENGINEERS, Inc. <br />12503 I3el-Rcd lioad, Suitc IOQ <br />Bellevue, �Vashington 980U5 <br />(425) 450-4075 rA\ (425) d50-407G <br />STRUCTURAL CALCULATIONS FOR: <br />M�ZZANIN� FLOOR <br />TI lF'OR HDI LANDING GEAR <br />PO'WD�R MILL BUSINESS C�NTER <br />BU�LDING A <br />E'VERE'�'i, W�S�IINGTOl'�I <br />PROPOSED BY: <br />PANATTONI DEVELOPM�NT <br />ARCHI'T��T: <br />JOB HDI Mez«„n��e/ Powder Mill A <br />SHEET N0. COVER pF <br />CALCULATED BY SiG DATE 12/18/14 <br />CHECKED BY JS DATE 12/18/14 <br />SCALE <br />JOB NUMBER 14-22.03 <br />LANCE MU�LLER & ASSOCIAT�S ARCHIT�CTS <br />130 LAK�SIDE <br />SEATTLE, WA 98122 <br />(206) 325-2553 phone <br />Digitally signed <br />by Joseph J. <br />Shutler <br />Date: 2015.01.05 <br />08:51:03 -08'00' <br />���f � � �� . <br />)� <br />DESIGN CRITERIA: <br />COD� ...................... .. INTERNnTIONAL BUILDING COD�, 2012 EDITION <br />MEZZANINE LIVE LOAD........ 100 PSr <br />ROOF LIVE LOAD ................. 25 PSI' SNOW LOAD <br />WIND LOAD ............ ............. 110 MPH ZONE �XPOSURE "B", Iw =1.0 <br />SEISMIC DESIGN 1NFORMATION: <br />Ss = 127.2% Sds = 0.848 <br />SI = 45.5% Sd] = 0.408 <br />Cs = 0.17 <br />R= 5 S2o=2.0 <br />Ie = 1.0 <br />SITE SOIL CLA.SS = "C" <br />S�ISMIC DESIGN CATEGOR Y = "D" <br />FOLINDATION DESIGN P�R G�OTECIINICAL REPORT # T-6241 DAT�D AUGUST 13, 2008, BY <br />TERIZA ASSOC�ATES, INC. ALL FOUNDATION WORK PER THIS REPORT. DESIGN CRIT�RIA <br />INDICATFD IN TH� GEOT�CI-INICAL REPORT ARE AS FOLLOWS. <br />ALLOWABLE SOIL BEARING CAPACITY...3000 PSP <br />PASSIV� SOIL P�SISTANCE ......................300 PCF <br />COEFFICTENT G�F FRICTION ......................0.35 <br />