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) <br />RAMPART F.NGINEERING StrucluralDesgnforaGarage ensios <br />5I-IANNON D. RAML'Y, P.�. Tim McCord <br />8215 S4lh St. NE Marysville Wa. 98270 3401 Rucker Ave <br />h. 425-327-4894 ram rMn C�'direcwa .com EvereG, WA 98201 <br />Wall bracinr, ,pec�cations are taken from the prescriptNe requirements in IRG and IBC 2003. Hurricene ties <br />were selecte� to adhere to IRC2003 requi�ements forwind loads. Fasterwng a` structural members isto <br />co�form to "i able R602.3(1) in IRC. Most of the code sections used are referenced in the calculalions. In case <br />o( conflid, tlie IBC codes have been given precedence over the IRC oodes in Ih's analysis. IBC analys's was <br />used (or lateral shear calculations to allow for use of a2 A/B washers. <br />These calculal'ans are for determining the type of construdion required to resist forces of wind, snow, and <br />earthquake. Uesign of ndividual elements such as jds�, headers, (loors, rahars, trusses, concrete footings, <br />etc, are to follow prexrptive industry a code approved methods. Where components have been designed, the <br />analysis is induded wih these calculatbns. <br />Calculations. dehaas, and supportirg informa6on are attached. This information is incorporated by reference <br />here into the drawings, plans, and spedfications of tlie project. <br />Shannon D. Ramey, P.E. <br />C �Sr Cr-�� <br />� ��Y1'� ���15 ��U�P C����� <br />��c,K n,-k <br />M,��P up �t'n5ii. 7d� <br />e�. ��' ��. �^ , <br />��r�1''� , <br />i , < _, <br />tiG 10 <br />� ��� A!blSRiftl� ,�^� �;; <br />2' ���--- <br />sr �,�Lt:"'�- <br />Eao�9E5 �%� �'�,n�i <br />