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, �■ <br /> � CLIENT: � <br /> NASH&ASSOCIAT`ES W I ND AND 5E 15M I G DE51 C�N DATA PROJECT: <br /> ��x c 1-1 i z•E c T s PER 20I 2 I BG DATE: <br /> NAME: <br /> WIND DE51C�N GRITERIA <br /> DESIGN PER ASGE 7-10 <br /> I. NOMINALNLTIMATE WIND SPE�D V/asd / Vult 8��110 mph <br /> 2. RISK GATEGORY II I.00 <br /> 3. WIND EXP05URE GATEGORY "B" <br /> 4. INTERNAL PRE55URE GOEFFIGENT +/-55 <br /> 5. GOMPONENTS AND GLADDING <br /> DESIGN PRE55URE +/- I6 psf <br /> BIJILDINGS, STRUGTURES, AND PARTS TFfEREOF SFfALL BE DESI6NED AND <br /> GONSTRUGTED IN AGGORDANGE WITFf STREN6TFf DESI6N, LOAD, AND RESISTANGE <br /> FAGTOR DESI6N, ALLOWABLE STRE55 DESI6N, EMPIRIGAL DESIGN OR GONVENTIONAL <br /> GONSTRUGTION METFfODS, AS PERMITTED BY TFfE APPLIGABLE MATERIAL GFfAPTER, SEGTION 1604.1 <br /> BIJILDINGS, STRUGTURES, AND PARTS Tt-fEREOF, SFfALL BE DESI6NED TO WITFfSTAND WIND LOADS <br /> AS DEFINED IN SEGTION 1604 AND ASGE 7-10 <br /> SIMPLIFIED METFfOD TO BE USED FOR WIND DESI6N PER ASGE 7-10, SEGTION 27.5 <br /> (BlJ I LD I N6 FfE I GFfT I S LE55 TFfAN I60 FEET) <br /> I10 MPH ULTIMATE WIND SPEED <br /> USE IG.6 PSF PER TABLE 27.6.1 "EXP05URE B" <br /> WOOD DESIGN PER SEGTIONS 2304-2306. STRUGTURES USIN6 WOOD SFfEAR WALLS <br /> AND DIAPHRAGMS TO RESIST WIND, SEISMIG, AND ALL OTHER LATERAL LOADS SHALL <br /> BE DESI6NED AND GONSTRUGTED IN AGGORDANGE WITt-f AF � PA SDPWS AND PROVISIONS <br /> OF SEGTIONS 2305-2306 <br /> 5E15MIG DE51C�N DATA <br /> DESIGN PER ASGE 7-10/SEGTION 1613 <br /> I. SEISMIG IMPORTANGE FAGTOR Ie I.00 <br /> 2. SHORT PERIOD AGGELERATION 5s I.66 •see footnote at bottom of page <br /> 3. I SEGOND AGGELERATION 5� 0.�48 *see footnote at bottom of page <br /> 4. SITE GLA55 D (default class per IBG) <br /> 5. SPEGTRAL RESPONSE GOEFFIGENT 5�, O.G72 •see footnote at bottom of page <br /> 6. SPEGTRAL RESPONSE GOEFFIGENT S�, 0.748 •see footnote at bottom of page <br /> 7. SEISMIG DESI6N GATE60RY D <br /> 8. SEISMIG FORGE R�SISTING SYSTEM PLYWOOD SHEAR WALLS <br /> G. DESI6N BASE SHEAR (see setsmt� calculattons) <br /> 10. SEISMIG RESPONSE GOEFFIGENT GS 0.13 <br /> II. R�SPONSE MODIFIGATION FAGTOR R 6.5 <br /> 12. ANALY515 PROGEDURE EQUIVALENT LATERAL FORGE <br /> 13. RISK GATE60RY II <br /> TFfE ANGFfORA6E OF WALLS SUPPORTIN6 GONSTRUGTION SFfALL BE BE <br /> DESIGNED IN AGGORDANGE WITFf ASGE 7-10, SEGTION 12.11.2 <br /> IN STRUGTURES ASSIGNED TO SEISMIG DESI6N GATE60RY G-F, GOLLEGTOR ELEMENTS <br /> AND TFfEIR GONNEGTIONS TO VERTIGAL ELEMENTS SFfALL BE DESI6NED TO R�SIST <br /> MAXIMUM EFFEGTS AS SPEGIFIED IN ASGE 7-10, SEGTION 12.10.2.1 <br /> BASE SHEAR V= (F 5�/W 1"� <br /> ANGFfOR BOLTS: 5/8" DIA X 10", A307 OR BETTER Yy/ �" MIN. EMBEDMENT. V= 1104�BOLT <br /> * PER U5G5, THE MAXIMUM 5� IN Tt-fE STATE OF WASHINGTON IS 0.748. ALL SEISMIG DESIGN VALUES USED <br /> IN TFf15 ANALY515 ARE BASED UPON TFf15 NUNBER. SINGE 5� IS LE55 TFfAN 0.75, TFfEN USE SEISMIG 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 /> WWVP.NAS H–ARC HITEC TS.CO M � <br /> �I _—�—� <br />