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■� �■ <br /> ' --- -�--- -- ------- <br /> CLIENT: <br /> NASH&ASSOCIATES WIND AND 5E15MIG DE516N DATA PROJECT: <br /> �3RCHITECTS PER ZOIZ IBG DATE: <br /> NAME: <br /> WIND DE516N GRITERIA <br /> DESIGN PER ASGE �-10 <br /> I. KOMINALNLTIMATE WIND SPEED V/asd / Vult 85/I10 mph <br /> 2. RISK GATEGORY II I.00 <br /> 3. WIND EXF'OSURE GATEGORY "B" <br /> 4. INTERNAL PRESSURE GOE��IGENT +/-55 <br /> 5. GOMF'ONENTS AND GLADDING <br /> DESIGN PRESSURE +/- I6 psf <br /> BUILDINGS, STRUGTUR�S, AND PARTS THEREO� SHALL BE DESIGNED AND <br /> GONSTRUGTED IN AGGORDANGE WITH STRENGTH DESIGN, LOAD, AND RESISTANGE <br /> �AGTOR DESIGN, ALLOWABLE STRESS DESIGN, EMF'IRIGAL DESIGN OR GONVENTIONAL <br /> GONSTRUGTION METHODS, AS PERMITTED BY THE APPLIGABLE MATERIAL GHAPTER, SEGTION 1604.1 <br /> BUILDINGS, STRUGTURES, AND F'ARTS THEREO�, SHALL BE DESIGNED TO WITHSTAND WIND LOADS <br /> AS DE�INED IN SEGTION IbOa AND ASGE �-10 <br /> SIMPLI�IED METHOD TO BE USED �OR WIND DESIGN PER ASGE �-10, SEGTION 2�.5 <br /> (BUILDING HEIGHT IS LESS THAN I60 �EET) <br /> I10 MPH ULTIMATE WIND SPEED <br /> USE IQ.6 PS� PER TABLE 2�.6.1 "EXPOSURE B" <br /> WOOD DESIGN F'ER SEGTIONS 2304-2306.STRUGTURES USING WOOD SHEAR WALLS <br /> AND DIAPHRAGMS TO RESIST WIND, SEISMIG,AND ALL OTHER LATERAL LOADS SHALL <br /> BE DESIGNED AND GONSTRUGTED IN AGGORDANGE WITH A� � F'A SDF'WS AND F'ROVISIONS <br /> O� SEGTIONS 2305-2306 <br /> 5E15MIG DE516N DATA <br /> DESIGN PER ASGE �-10/SEGTION 1613 <br /> I. SE I SM I G I MPORTANGE �AGTOR l e I.00 <br /> 2. SHORT PERIOD AGGELERATION 5s I.66 *see footnote at bottom of page <br /> 3. I SEGOND AGGELERATION 5i 0.�48 *see footnote at bottom of page <br /> 4. SITE GLASS D (default ciass per IBG) <br /> 5. SPEGTRAL RESPONSE GOE��IGENT SD, O.a�2 *see footnote at bottom of page <br /> 6. SF'EGTRAL RESF'ONSE GOE��IGENT 5a 0.�48 *see footnote at bottom of page <br /> �. SEISMIG DESIGN GATEGORY D <br /> 8. SEISMIG �ORGE RESISTING SYSTEM PLYWOOD SHEAR WALLS <br /> Q. DESIGN BASE SHEAR (see seismic calculations) <br /> 10. SEISMIG RESPONSE GOE��IGENT GS 0.13 <br /> II. RESPONSE MODI�IGATION �AGTOR R 6.5 <br /> 12. ANALYSIS PROGEDURE EQUIVALENT LATERAL �ORGE <br /> 13. RISK GATEGORY I I <br /> THE ANGHORAGE O� WALLS SUF'F'ORTING GONSTRUGTION SHALL BE BE <br /> DESI GNED I N AGGORDANGE W I TH ASGE �-10, SEGTI ON 12.11.2 <br /> IN STRUGTURES ASSIGNED TO SEISMIG DESIGN GATEGORY G-�, GOLLEGTOR ELEMENTS <br /> AND THEIR GONNEGTIONS TO VERTIGAL ELEMENTS SHALL BE DESIGNED TO RESIST <br /> MAXIMUM E��EGTS AS SPEGI�IED IN ASGE �-10, SEGTION 12.10.2.1 <br /> BASE SHEAR V= (� S�/W w <br /> ANGHOR BOLTS: 5/8" DIA X 10", A30� OR BETTER W/ "1" MIN. EMBEDMENT. V= 1104#/BOLT <br /> * PER USGS, THE MAXIMUM S� IN THE STATE O� WASHINGTON IS 0.�48. ALL SEISMIG DESIGN VALUES USED <br /> IIN THIS ANALYSIS ARE BASED UPON THIS NUMBER. SINGE S� IS LESS THAN 0.�5, THEN USE SEISMIG 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 /> WWW.NASH—ARCHITECTS.COM <br /> I � �L <br />