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� ' � P,c.��oy-cr�ti� <br /> RAMI'ARTENGINEERING StructuralDesgntoraGarage s��vo� <br /> SHANNON D. RAMGY, P.E. Quality Garage 24z24 1-story <br /> 8215 84th St. NG MarysvillG Wa.98270 Cheryl Lindsay 1902 HoytAve <br /> h.425-327-4894 remparteng�direcwa .com Everefl,WA <br /> �-�� iv. �S � �)��( Ch �� <br /> Wall bracing speciFicafions aie taken(mm the prescriptivo requiremenis in IRC and IBC 2003. Hurricane ties <br /> were selected to adhere to IRC2003 requiements for wirxl loads. Fasterdng of structural members isto <br /> conform to Table F'.602.3(i)in IRC. Most of the code secGons used are referenced in the calalations. In case <br /> of conFlid,the IBC codes have been given precedence over the IRC codes in fh's analysis. IBC analys's was <br /> used(a lateral shear calculafions to allow for use of D2 A/B wxshers. <br /> Th's building's half open—tor seismic loading along the roof ridge the en6re load is presumed to act on the <br /> center wall. In lhe other directio ,�vmd loading is grealer than seismic. The storage erea wails are desgned to <br /> resst both loadmg cordiEons. 1.ie posls supporting lhe carport need only provido gravily resistance;lhe roof <br /> diaghram as specified wili hansfer seismic loads ta ihe carport wall. Tho shoR walls eilher side of the garage <br /> door are not shear wails so don't need holddowns. Prescnptive panal nailing provides the required shear wall <br /> and roof diaghram strength. <br /> These calcuiations are for determining the type of wnstruaion required to resst torces of v.ind,snow,and <br /> earthquake. Design of indivklur�l elements such asjoists,headers,ifoors, ratters,trusses,concretefooAngs, <br /> elc,are to follow prescriptive indushy 8 code appruved methods. Where compone�ts have been designed,the . <br /> anelys's is induded v�h ihese calwlatior�s. <br /> Celculadons,detaBs,and supportirg Informabon are attached. Th's informo5on is incorporated by reterence <br /> here into the drawings,plans,and spedficatior�s of ihe project. <br /> Shannon D.Remey, P.E. <br /> w�x1r, <br /> .:''c�;;�iN n,��,R,� <br /> .: � <br /> c :/. op��;,���.,"���t.ye <br /> ` o. ,�. <br /> N I'�' 1,.-�I,� �9 <br /> f I <br /> i Y`.� �! <br /> �.,+ 4�L''.. ' ✓� �I <br /> . �. ... /v.,�,�.:.�; , i :�] <br /> , `�Y;',. ..p..:T..i:. � ''.. .:n <br /> 1 � ��'' lI <br /> �:�_��l�l`. �..�.�"�.���� <br /> . v..:1'�i Li M <br /> _ .._"_.�(�-_C�f <br />