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1 B. <br />2 <br />GENERAL STRUCTURAL NOTES <br />(The following apply unless shown otherwise on the plans) <br />CRITERIA <br />ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE <br />INTERNATIONAL BUILDING CODE OR INTERNATIONAL RESIDENTAIL BUILDING CODE (2012 EDITION). <br />DESIGN LOADING CRITERIA <br />ROOF LIVE LOAD (SNOW, IRREDUCIBLE, NOT INCLUDING DRIFT) ................... ............. 25 PSF <br />FLOOR LIVE LOAD (RESIDENTIAL) ...... ............. ............ ............. .......................... ............. 40 PSF <br />FLOOR LIVE LOAD (RESIDENTIAL BALCONIES) ........... ............. .......................... ............. 60 PSF <br />FLOOR LIVE LOAD (STORAGE) ............ ............. ............ ............. ...................... ... ............. 125 PSF <br />STAIR AND CORRIDOR LIVE LOAD ...... ............. ............ ............. .......................... ............. 100 PSF <br />MECHANICAL UNITS .... ............ ............. ............. ............ WEIGHTS FURNISHED BY MANUFACTURER <br />WIND.. ............. ............. ............ ............. ............. ............ ............. ............. 115 MPH, EXPOSURE „�„ <br />....... ............. ............. ............ ............. ............. ............ ............. ............. ........ METHOD 1 <br />EARTHQUAKE . ............. ............ . <br />............ ............. ............. ............ . <br />............ ............. ............. ............ . <br />............ ............. ............. ............ . <br />............ ............. ............. ............ . <br />............ ............. ............. ............ . <br />........... ............. ............. ............ . <br />............. ............ ............. ............. Ss =1.402, S1 = 0.533, <br />............. ............ ............. SITE CLASS = D (ASSUMED), <br />. ............. ............ ............. ............. Sds = 0.935, Sd1 = 0.533, <br />............. ............ ............. ............. SDC = D, <br />.............. ............ BSFRS = PLYWOOD SHEAR WALLS R= 6.5 <br />. ............. ............ ............. DESIGN BASE SHEAR V = .14W, <br />............. EQUIVALENT LATERAL FORCE PROCEDURE <br />SEE PLANS FOR ADDITIONAL LOADING CRITERIA <br />3. <br />4. <br />� <br />STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND ALL OTHER DISCIPLINES' DRAWINGS FOR BIDDING • <br />AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF <br />ANY DISCREPANCIES PRIOR TO CONSTRUCTION. <br />DISCREPANCIES: THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING, DURING THE BIDDING PERIOD, OF ANY DISCREPANCIES OR <br />OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR OF ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO CODES, <br />RULES AND REGULATIONS. UPON RECEIPT OF SUCH INFORMATION, THE ENGINEER WILL SEND WRITTEN INSTRUCTIONS TO ALL CONCERNED. <br />ANY SUCH DISCREPANCY, OMISSION, OR VARIATION NOT REPORTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND WORK <br />SHALL BE PERFORMED IN A MANNER AS DIRECTED BY THE ENGINEER. <br />CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL <br />DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE FIELD VERIFIED <br />BY THE CONTRACTOR OR THE CONTRACTOR'S SUBCONTRACTOR. <br />2f� <br />