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. <br /> ���: <br /> NASHkASSOCIATES WIND AND SEISMIG DESI6N DATA Pao.�cr. <br /> nacHirscrs PER 2012 IBG un7'E: <br /> NAME: <br /> WIND DESI6N GRITERIA <br /> DESIGN PER ASGE 7-10 <br /> I. NOMINALNLTIMAiE WIND SPEm V/asd /Wlt � 85/IIO mph <br /> 2. RISK GATE60RY II LOO <br /> 3. WIND EXPOSURE GAiE60RY "B" <br /> 4. INTERNAL PRESSURE GOEFFIGENT +/-55 <br /> S. GOMPONENTS AND GLADDING <br /> DESIGN PRESSURE +/- I6 psf <br /> &11LDINGS, SiRUGT1RE5, AND PARTS THEREOF SHALL BE DESIGNED AND <br /> GONSTRUGTED IN ALGORDANGE WITH STRENGTH DESIGN, LOAD, A� RESISTANGE <br /> FALTOR DE516N,ALLOWABLE SiRE55 DE516N, EMPIRIGAL DE516N OR GONVENTIONAL <br /> GONSiRUGTION I-�THODS, AS PERMITTED BY THE APPLIGABLE MAiERIAL GHAPTER, SEGTION 1604.1 <br /> &11LDINGS,SiRUG1URE5, AND PARTS THEREOF,SHALL BE DESIGNED TO WITHSTAND WIND LOADS <br /> AS DEFI�D IN SEGTION 160�9 AND ASGE 7-10 <br /> SIMPLIFIm METHOD TO BE USm FOR WIND DESIGN PER f�SGE 7-10, SEGTION 275 <br /> (6UILDING HEIGHT IS LE55 THAN I60 F�T) <br /> IIO MPH ULTIMAiE WIND SPEED <br /> USE 19b PSF PER TABLE �'l.6.1 "EXPOSURE B" <br /> WOOD DESIGN PER SEGTIONS 230423C6. STRUG7l1RE5 USING WOOD SHEAR WALLS <br /> A� DIAPHRAbMS TO RESIST WIND, SEISMIG,AND ALL OTHER LAiERAL LOADS SHALL <br /> BE DE516�D A� GONSTRUGiID IN AGGORDANGE WITH AF d PA SDPWS AND PROVISIONS <br /> OF SEGTIONS 2305-2306 <br /> SEISMIG DESI6N DATA <br /> DESIGN PER ASGE 7-10/SEGTION 1613 <br /> I. SEISMIG IMPORTANGE FALTOR le I.00 <br /> 2. SHORT PERIOD AGGELERATION Ss I.66 •see footnote at bottom of page <br /> 3. I SEGOND AGGELERATION Si 0.74H 'see footnote at bottom of page <br /> 4. SIiE GLA55 D (defaWt dass per IBG) <br /> 5. SPEGiRAL RESPONSE coEFFICENT 5,3 0.972 •see footnote at bottom of page <br /> 6. SPEGTRAL RESPONSE GOEFFIGENT 5„ 0.74H •see footnote at bottom of page <br /> 7. SEISMIG DESIGN GATE60RY D <br /> H. SEISMIG FORGE RESISTING SYSTEM PLYWOOD SHEAR WALLS <br /> 4 DESIGN BASE SHEAR (see seism�c calculadons) <br /> 10. SEISMIG RESPONSE GOEFFIGENT Gs 0.13 <br /> IL RESPONSE MODIFIGATION FAGTOR R 65 <br /> 12. ANALY515 PROGmURE EQUNALENT LATERAL FORGE <br /> 13. RISK GAiE60RY II <br /> THE ANGHORAGE OF WALLS SUPPORTING GONSiRUGTION SHALL BE BE <br /> DESIGNED IN AGGORDANGE WITH ASGE 7-10, SEGTION 12.112 <br /> IN STRUGTURES ASSIGNED TO SEISMIG DESIGN GATE60RY PF, GOLLEGTOR ELEMENTS <br /> A� THEIR GONNEGTIONS TO VERTIGAL ELEI-�NTS SHALL BE DESIGNED TO RESIST <br /> MAXIMUM EFFEGTS AS SPEUFIED IN ASGE 7-10, SEGTION 12.102.1 <br /> BASE SHEAR V= (F 5�/W �"� <br /> ANGHOR BOLTS: 5/H" DIA X 10", f�07 OR BETTER W/ Y' MIN. EMBEDMENT. V= 1104�/BOLT <br /> • PER U5G5, THE MAXIMUM 5� M THE STATE OF Wf�SHINGTON IS 0.74H. ALL SEISMIG DESIGN VAWES USED <br /> M THIS ANALY515 ARE BASED UPON THIS WMBER. SINGE Si IS LE55 THAN O.-f5, THEN USE SEISMIG GA7E60RY <br /> D IP RISK GA7E60RY IS I, II, OR III <br /> 11844 N.E. 80th St. ffirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 <br /> WWW.NASH—ARCHITECTS.COM <br /> r ' <br /> �� • <br />