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CLIENT: <br /> NASH&ASSOCIATES V�tI ND /�ND SE 15M I G DE51 C�N Df�TP� PROJECT: <br /> .�RcliiT�FCTs P�R 201Z IBG �ATE: <br /> NAME: <br /> WIND DE516N GRIT�Rif� <br /> DESI6N F'ER ASGE �-10 <br /> I. NOMINALNLTIMAT� WIA1D SPE�D V/asd / Vult 85/I10 mph <br /> 2. RISK GATEGORY II I.00 <br /> 3. WIND �XP05URE GATEGO�ZY "B" <br /> 4. INTERNAL PRESSU�2E GOEF�IGENT +/-55 <br /> 5. GOMPON�NTS AND GLADDIN6 <br /> D�516K PRE55URE +/- I6 psf <br /> SUILDIN65, STRUGTURES, AA1D PARTS THER�O� SHALL BE DESIGNED AND <br /> GONSTRUGT�D IN AGGORDANGE WITH STRENGTH D�516N, LOAD, AND RE515TRNG� <br /> FAGTOR D�SI6N, ALLOWf�BLE STR�SS D�SIGN, �MPIRIGAL DESIGN OR GONVENTIONAL <br /> GONSTRUGTION METHODS, AS PERMITTED BY THE APPLIGABLE MATERIAL GHA�'TER, SEGTION 1604.1 <br /> BUILDIN65, STRUGTURES, AA1D f'ARTS THEi?�0�, SHALL BE DESI6NED TO WITHSTAND WIND LOADS <br /> AS DE�INED IN SEGTION 160G AND ASGE 7-l0 <br /> SIMPLI�IED METHOD TO BE USED FOR WIND DESIGN PER ASGE 7-10, S�GTION 27.5 <br /> (BIJILDIN6 I-+�I6HT IS LESS THAN I60 F�T) <br /> I10 Mi'H ULTIMATE WIND SPEED <br /> USE IQ.6 PSF P��Z TABLE 21.6.1 "EXPOSIJRE B" <br /> WOOD DESIGN P�R S�GTIONS 2304-2306. STRUGTURES USIN6 WOOD SHEAR WALLS <br /> AND DIAPHRA6M5 TO RE515T WIND, SEISMIG, AND �.LL OTH�R LATERAL LOADS SH�L.L <br /> BE DESIGNED At�ID GONSTRUGTED IN AGGORDANG� WITH AF � PA SDPWS AND PROVISIONS <br /> OF SEGTIONS 230�--2306 <br /> SEISMIG DESIC�N Dt4TP� <br /> DESIGN PER ASGE 7-10/SEGTION 1613 <br /> - I. SE I SM I G I MPORTANGE �AGTOR l e I.00 <br /> 2. SHORT PERIOD AGG�LERATION Ss 1.66 "see footnote at bottom of page <br /> 3. I SEGOI�ID AGG�LERATION Si 0.748 "see footnote at bottom of page <br /> 4. SITE GLASS D (default class per IBG) <br /> 5. SPEG7RAL RESPONS� GO��IGENT 5� O.a�12 "5ee footnote at bottom of page <br /> 6. SPEGTRAL RESPONSE GO���IGENT S�, 0.�148 +�see footnote at bottom of page <br /> ?. SEISMIG DESI6N GATE60RY D <br /> 8. SEISMIG �ORGE R�SISTING SYSTEM �'LYWOOD SHEAR WALLS <br /> Q. DESI6N SAS� SHEAR (see selsmic calculatlons) <br /> 10. SEISMIG RESPONS� GOEF�IG�NT GS 0.13 <br /> II. RESPONSE MODIFIGATION �AGTOR R 6.5 <br /> 12. ANALY515 PROGEDURE �QUIVA�L�NT LATERAL �ORGE <br /> 13. RISK GAT�GORY II <br /> THE ANGHORA6E O� WALLS SUPPOfiZTIN6 GONSTRUGTIOt�i SHP�LL BE BE <br /> D�SIGAI�D IN AGGORDANGE WITH ASG� �7-10, SEGTION 12.11.2 <br /> IN STRUGTU�S A551G1�1�D TO SEISMIG DE516N GATE60RY G-�, GOLLEGTOR ELENiEA1T5 <br /> AND T1-+EIR GON1�lEGTIONS TO �/ERTIGAL EL�MENTS SHALL BE DESIGI�I�D TO RE515T <br /> MAXIMUM E��EGTS fi�5 SP�GIFI�D IN ASGE 7-10, SEGTION 12.10.2.1 <br /> BASE SHEAR Y= (� S�/W w <br /> ANGtfOR BOLTS: 5/8" DIA X 10", A30� OR B�TTER W/ 7" MIN. EMBEDM�NT. V= 1104#BOLT <br /> - " f'Ef2 USGS, THE MAXIMUM Si IN T+iE STATE OF WASHIN6TON IS 0.748. ALL SEISMIG D�SI6i�l VALUES US�D <br /> IN Tht15 f�NALY515 ARE BASED UPON TH15 NUMBER. SINGE Si IS LESS THAN O.15, THEN USE S�ISMIG GATEGORY <br /> D I� RISK GATEGORY IS I, II, OR III <br /> 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 <br /> W�iV��i1�.NAS H—ARCHITECTS.CO M <br />