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RAMPART ENGI <br />SHANNON D. RAMEY, P.E. <br />8215 84th St NE Marysville, Wa. 98270 <br />ph.425-327-4894 ramev84@verizon.net <br />G <br />.� �oc� a- �� <br />STRUCTURAL DESIGN FOR GARAGE I/30/10 <br />QUALITY GARAGE -- GARAGE ANALYSIS <br />GLEN ERICSON 7410 HIGHLAND DR. <br />EVERETT, WA 98201 <br />WALL BRACING SPEGFICATIONS ARE TAKEN FROM THE PRESCRIPTIVE REQUIREMENTS IN IRC/IBC 2006, ANSI/AFaPA <br />WFCM-2001, AND CALCULATED REQUIREMENTS INCLUDED IN THIS ANALYSIS BASED ON REFERENCES TO THESE SAME CODES <br />AND ALSO ASCE7-05. STRAP REQUIREMENTS FOR LOADS BETWEEN WALLS AND BRACING PANELS HAVE BEEN <br />CACLULATED. HURR�CANE TIES WERE SELECTED TO ADHERE TO IRC2006 REQUIREMENTS FOR WIND LOADS. FASTENING <br />OF STRUCTURAL MEMBERS IS TO CONFORM TO T,4B�E R602.3(I) IN IRC. MOST OF THE CODE SECTIONS USED ARE <br />REFERENCED IN THE CALCULATIONS. SS FACTOR TAKEN FROM THE USGS CALCULATOR FOR THE ZIP CODE OF THE SITE <br />(Ss=1.159). <br />THESE CALCULATIONS ARE FOR DETERMINING THE TYPE OF CONSTRUCTION REQUIRED TO RESIST FORCES OF WIND, SNOW, <br />AND EARTHQUAKE. DESIGN OF INDIVIDUAL ELEMENTS SUCH AS JOISTS, HEADERS, FLOORS, RAFTERS, TRUSSES, CONCRETE <br />FOOTINGS, ETC, ARE TO FOLLOW PRESCRIPTIVE INDUSTRY & CODE APPROVED METHODS. WHERE COMPONENTS HAVE BEEN <br />DESIGNED, THE ANALYSIS IS INCLUDED WITH THESE CALCULATIONS. <br />CALCULATIONS, DETAILS, AND SUPPORTING INFORMATION ARE ATTACHED. THIS INFORMATION IS INCORPORATED BY <br />REFERENCE HERE INTO THE DRAWINGS, PLANS, AND SPECIFICATIONS OF THE PROJECT. 4 PAGES TOTAL CALCULATIONS. <br />SHANNON D. RAMEY, P.E. <br />�NoN n, �,� ��30 - zo I b <br />�,Q" ��WASyf 'jj <br />� �ti � �c �� <br />�� ��� x <br />28610 <br />���,it�� p���C;!$'IER� <br />���NAL�'� <br />EXPIqES ��2% <br />� L ►'L1. � �i.�S �) RS -� G vi � <br />r <br />