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CLIENT: <br /> I�TASH�ASSOCIATES W I i�D �.1�1D 5E(5M I G DES I C�N DATA PRO.]ECT: <br /> AxcF�ITECTs i��R 2012 IBG DATE: <br /> NA�: <br /> WIND D�SIC�N G�IT�RIA <br /> D�51GN P�R ASG� �-10 <br /> I. NOMIIyALNLTiMAT� WIt�ID S�ED Y/a5d / Vult ��11i0 mph <br /> � 2. RISK GAI�GORY II I.00 <br /> 3. WIT�1D �XP05URE GATEGORY "�" <br /> 4. INI�RNAL �SSl1� GO�IG�TiT +/-5� <br /> �. GOMPO1�i�NTS Ai�ti7 GLADDING <br /> D�51GN PR�55UR� +/- ib p5f <br /> St11LDINGS, STRUGTU�S, �i�1D PARTS T�R�O� SHALL B� D�SIGt�1�D At1D <br /> GONSTi�UGTEI7 IN AGG0�2DANG� WITH STi?�NGTH D�SIGN, LOAD, AND R�515Tf�NG� <br /> ��GTOR D�51GN, Al_L03kAB1.� 5Ti�55 D�51GN, EMf'1i�IGAL D�51C�N OR GONV�NTIONAL <br /> GONSTRUGTION M�TNODS, AS �RMITT�D �Y T�-!� ,��'PLIGABI� MAi�RI,AL G�I�P�R, S�GTION 1604.1 <br /> BIJILDINGS, STRllGTIlR�S, �.1�lD fi�ARTS Ti�REO�, SH�.L.L. �� D�51C�t�1�D TO 1^IIT+-ISTP.1�i17 WI11D LOf�DS <br /> AS D�111�D IN S�GTION IbOg A11D ASG� 7-10 <br /> 51Mi'LI�I�D M�T�iOD TO H� US�D �OR WIND D�51GN �'�R ASG� 7-10, S�GTION 27.� <br /> (�UILDING H�IGHT 15 L�55 i'H,4t1 Ib0 �T) <br /> II� Mf'H ULTIM,Ai� WIt1U SPF�D <br /> U5E I�1.6 �'S� 9'Ei? T�L� 2�.b.f "�Xf'05Ui?� B" <br /> 1^100D D�SIG�+ �'ER S�GTIOt15 230�f-2�06. STi�.1G7U3Z�5 U5lTlG WOOD 5ti��� WAI_L5 <br /> At�1D DIAP�l�GMS TO R�515T W11�1D, S�ISMIG, AlyU �.LL OTi-I�R L�.T�RAL LO�aUS 5li�L.L <br /> B� D�SI6NED AhID GONSTi�UGT�D IN AGGORDANG� WITH A� ff PA SDPWS At�1D PROVISIOh15 <br /> O� S�GTIOi�tS 2305-2306 <br /> S�(SMIG DE51C�N DAT!-� <br /> DE516N PER f��iG� �-ID/SEGTION lbl3 <br /> L SEISMIG IMPORTf�NGE FAGTOR le I.00 <br /> 2. Sf-fORT PERIOD ,4GGEL�RATIDN 5s 1.66 '�see Footnote at bottom of page <br /> 3. I 5EGO1�lD AGGELERP.TION Si 0.�48 '�see footnote at bottom of page <br /> � 4. 51TE GLA55 D (default class per ISG) <br /> 5. SP�GTRf�I_ RE5P01�15� GOE��IGE1�iT 5os O_Q"12 '�see footnote at bottom o� page <br /> 6. SPEGlR�L RE5PON5E GOE�IGENT 5�, O."i48 �see footnote at bottom of page <br /> �1. SEISMIG DESIGK GAT�60RY D <br /> 6. SEISMIG FORGE RESISTING SYSTEM PLYWOOD SHE,4R WA!_LS <br /> a. DESIGN BASE SNEP.i2 (see selsmlc �aiculattons) <br /> ID. SEISMIG R.�SPOt�tSE GOE��IGEhiT G5 0.13 <br /> II. RESPONS� MODI�IGfi�TIDI� Ff�GTOR R 6.5 <br /> 12. !-�N,4LY515 PROGEDURE EQUI�I/�L�KT Lf�T�R�41_ �ORGE <br /> f3. RISK Gf�.TEGORY �� <br /> THE Ah1GFfORl�GE OF WA�LLS SUPPORTIt�C� GOt�15TRUGTION SNl�LL BE BE <br /> DESiGNED !hl f�GGORDP�hlGE WITH f�SGE �F-10, SEGTIDK 12.112 <br /> (ht Sl'RUGTURES F{SSIGN�D TO SEISMlG DESIGI�! Gft'T�GORY G-F, CALLEGTOR ELENiEf�lTS <br /> /�htD THElR GOf�thl�GTIOt�€S TD �/ERTIG?� ELEMEhlTS 5{-k�11 BE DESIGNED TO R�SlST <br /> MftXfMUM E�EGTS �5 SPEGlFIED IN ftSGE �?-10, SEGTION 12.102.1 <br /> BftSE SFEEA�Z Y= (� S�/W �"1 <br /> P�t�GHOR BOLTS: 5/8" Dlf� X !O", f�3D7 02 BETTER W/ �i" Mihi. EMBEDM�NT. �/= 1104�/BOLT <br /> '� f'ER U565, THE MPJCIMUM S� IH THE ST/-�TE OF WfaSt-EIN6TOH IS 0.746. ,4LL SEISNfIG DESIGt� Vf�LUES USED <br /> IN THIS AAl?�LY515 f�RE Bf�SED UPON THlS NUMB�R. 51h1G� S�IS LE55 THAN 0.75, Ti-f�N US� S�ISMIG Gf�TEGORY <br /> D I� RISK GfaTEGORY IS I, Ii, OR Iil <br /> 11644 N.E. 80th St. Kirkland, WA 88033 (425) 828-4117 Fax (425) 822-1918 <br /> WWW.NASH-ARCHITECTS.COM <br />