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� , , , - �>�'�G�yt��a 8' <br /> RAMPART ENGIN�ERING StructuralDesignioraGarage s���io� <br /> SHANNOIV D. RAMEY, P.E. Qualiry Garage 24x24 1-story <br /> 8275 84th St NE MarysvillG Wa.98'l70 Cheryl Lindsay 7902 Hoyt Ave <br /> h.425327-4894 ram rten dirc�rwa .com EvereH,WA <br /> ( r,� ,h �s � ���sP �� k� <br /> Wali bracing spec�ca6ons are taken from the prescriptive requiements in IRC and IBC 2003. Hurticane tios <br /> were selected to adhere to IRC2003 requrements for wind loads. FasteNng af structural members ist� <br /> conform to Table R602.3(1)in IRC. Most of ihe code sections used are reterenced in iha calculatbns. In care <br /> of conflict,lhe iBC codes have b�en given procedence over the IRG codes in this analysis. IBC anal�'s vras <br /> used for lateral shear calcula6ons to alloN for use of D�2 A/B washer.,. <br /> Th's building 's half open—[w seismic loading along the roat ridge the endre load is presumed to act on lhe <br /> centerwall. In the other d'c ection wind loadmg is greater thon seismic. The storage erea walis are designed to <br /> resist both loading cordiGons. The posts supporting the carport need only provide gravily resistance;the roof <br /> diaghram as specified vriil transfer seismic loads to the carport wall. Tha short walls e�her side of the garage <br /> door are not shear vrr,lls�don't need hold-downs. PrescriptNe panel nalling provides the required shear wall <br /> and roofdiaghram�krength. <br /> These calculatiosis are for determining the type of wnstrudion required to resst forces of wind,snow,and <br /> earthquake. Design of indivdual elements such asjoisCs,headers,floors, rfters,[russes,concre[e footlngs, <br /> etc,are to follow prescriptive industry&code approved methods. Where components have been desgned,the <br /> anatys's is cduded wAh these calwlatbns. <br /> Calculetlons,deta�s,and supportir�Informafion are attached. Th's information is incorpo�ated by roference <br /> here intathe drawings,plans,and spedfications of the project. <br /> Sh�tnnon D. Ramey, P.E. <br /> �y,n�..�tr:.,� <br /> a;� :;.nN h. I,�Q.,�# <br /> �---. <br /> �.. �C-i,.,�c.'�.;:1.���i.�� <br /> =J ' i � /-� ,� <br /> I' r 4 \ , � <br /> i� {_ � � .'� <br /> U�;�LL i a <br /> . ,i,(�'�.'� • <br /> y1•+ J� i��l <br /> � f <br /> �'�,`i:.`. /,c�f�.i�'•a. 'j .� ; <br /> �„�7..\''.'_''..-\�'/J-. <br /> +d'�y,'S)O:i+� �":. a.� <br /> . �'+:�cr.:�'ux <br /> _-_� �-1-��1 � <br /> � _ <br />