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CLIENT: <br /> NASH&ASSOCIATES W I ND AND SE I SM I G DE516N D�TA� PROJECT: <br /> .�R c x r T E c•r s PER 2012 I BG DATE: <br /> NAME: <br /> - WIND DESI6N GRITERI� <br /> DF51GN PER ASG� 7-10 <br /> I. NOMINALNLTIMATE WIND SPEED V/asd /Vult 85/I10 mph <br /> 2. RISK GATEGORY II I.00 <br /> 3. WIND EXf'OSUR� GATE60fZY "B" <br /> 4. INTERNAL �55UR� GOE��IG�NT +/-55 <br /> 5. GOMf'ONENTS AND GLADDIN6 <br /> DE51GN PR�SSIJR� +/- I6 psf <br /> BUILDINGS, STRUGTUR�S, AND PARTS THEREOF SHALL B� DE5IGNED AND <br /> GONSTRUGTED IN AGGO�DANGE WITH STRENGTH DESIGN, LOAD, AND RESISTANG� <br /> �AGTOR D�51GN, ALLOWABL.� STRE55 DESI6N, EMPIRIGAL D�SIGN OR GOM/ENTIONAL <br /> GONSTRUGTION N1�THODS, AS PERMI�ED BY THE APf'LIGABLE MATERIAL GHAPTER, SEGTION 1604.1 <br /> BtJILDINGS, STRUGTUR�S, ftt�1D f'ARTS THE�OF, SH,41.L BE DESIGNED TO WITHSTAND WIND LOADS <br /> AS DE�Ih1ED IN S�GTION 160G AND ASGE 7-10 <br /> 51MPLI�IED METHOD TO BE USED �OR WIND DESI6N PER ASGE �-10, SEGTION 27S <br /> (BUILDING +iEI6HT 15 LE55 THAN 160 F�T) <br /> I10 MPH ULTIMATE WIND SPE�D <br /> US� 19.6 P5� PER TABLE 2�.6.1 "EXP05URE B" <br /> WOOD D�SIGN PER SEGTIONS 2304-2306. STRUGlURES USING WOOD SHEA�R WALLS <br /> AND DIAPHRAGMS TO RESIST WIND, SEISMIG, A1�1D ALL OTFfER LATERAL LOADS SF+ALL <br /> BE DESI6Ai�D AND GONSTRUGTED IN AGGORDANG� WITH A� 8 PA SDPWS AND PROVISIONS <br /> O� S�GTIONS 2305-2306 <br /> SEISMIG DESIGN DA�Tf� <br /> DESIGN PER ASG� 7-10/S�GTION 1613 <br /> I. SEISMIG IMPORTAKGE FAGTOR le I.00 <br /> 2. SHORT PEfZIOD AGGEL�RATION Ss 1.66 '"see footnote at bottom of page <br /> 3. I S�GOND AGG�LERATION S� 0.748 *see footnote at bottom of page <br /> 4. SITE GLASS D (default class per IBG) <br /> 5. SPEGTRAL R�SPONS� GOE��IGENT S� O.G�i2 "'see footnote at bottom of page <br /> b. SPEGTRf�L RESPONS� GO��PIGENT 5� O.148 *see footnote at bottom of page <br /> �. S�ISMIG DESIGN GATF60RY D <br /> 8. SEISMIG PORG� R�515TING SYSTEM PLYWOOD SF+EAR WftLLS <br /> a. D�SIGN BASE SHEAR (see selsmic calculatlons) <br /> 10. SEISMIG R�SPONSE GO�P�IGENT GS 0.13 <br /> II. RESPONSE MODI�IGATION �AGTOR R 6.5 <br /> 12. ANALY515 PROG�DUR� EQUI�/ALENT LAT�RAL �Of2GE <br /> 13. RISK GATEGORY II <br /> THE ANGHORAGE O� 1^WLLS SUPPORTING GONSTRUGTION SH�LL BE BE <br /> DESIGN�D IN AGGORDANG� WITH ASGE ?-10, SEGTION 1�.112 <br /> IN STRUGTURES ASSIGNED TO S�ISMIG DE516N GATEGORY G-�, GOLLEGTOR EL�MENTS <br /> AND THEIR CAN1�lEGTIONS TO 1/ERTIGAL ELENIENTS SFfALL BE D�SI6NED TO RE515T <br /> MAXIMUM EFFEGTS AS SP�GIFIED IN ASGE 7-10, SEGTION 12.10.2.1 <br /> SAS� SHEAR V= (� 5�/W w <br /> ANGFiOR BOLTS: �/8" DIA X 10", A307 OR BETTER W/ 7" MIN. EMB�DMENT. V= 1104#BOLT <br /> * f'�R USGS, TH� MAXIMUM S� IN THE STATE O� WASHINGTON 15 0.748. ALL S�ISMIG DESI61�1 �lALUES US�D <br /> IN THIS ANALY515 ARE BASED UPON THIS NUMBER. 51NGE 5�IS LE55 THAN 0.75, Tf-f�N U5E 5�15MIG GATEGORY <br /> D IF RISK GATEGORY IS I, II, OR III <br /> 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 <br /> WWP�.NASH—ARCHITECTS.COM <br />