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General Structural Notes <br /> 'IHEFOIIAWING APPLYUNLESS SHOWN O'IHERWISEON'IHEDRAWINGS <br /> CRITIItIA RENOVATION <br /> 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE <br /> DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL EXISTING BUILDING CODE (2018 <br /> EDITION). THIS STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODE <br /> REQUIREMENTS. IT HAS BEEN ANALYZED AND REINFORCED FOR MINIMUM MAINTENANCE <br /> IN ACCORDANCE WITH INTERNATIONAL EXISTING BUILDING CODE, AND IS WITHIN THE <br /> CURRENT PRACTICE FOR THE RENOVATION OF EXISTING BUILDINGS OF THIS AGE AND <br /> TYPE OF CONSTRUCTION. PARAPET BRACING HAS BEEN DESIGNED TO MEET THE <br /> COLLAPSE PREVENTION PERFORMANCE OBJECTIVE OF ASCE 41-17 USING BSE-2E <br /> FORCES. <br /> 2. DESIGN LOADING CRITERIA: <br /> ROOF <br /> ROOF LIVE LOAD. . . . . . . . . . . . . . . . . . . . . . . 25 PSF <br /> DEFLECTION CRITERIA <br /> LIVE LOAD DEFLECTION . . . . . . . . . . . . . . . . . . . . . L/360 <br /> TOTAL LOAD DEFLECTION . . . . . . . . . . . . . . . . . . . . . L/240 <br /> ENVIRONMENTAL LOADS <br /> RAIN. . . . . . . . 1.5 IN/HR <br /> SNOW. . . . . . . Ce=1.0, Is=1.0, Ct=1.1, Cs=1.0, Pg=25 PSF, Pf=20 PSF ANCHORAGE <br /> WIND. . GCpi=O.18, 100 MPH, RISK CATEGORY 11, EXPOSURE "B" <br /> EARTHQUAKE . . . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE <br /> LATERAL SYSTEM: UNREINFORCED MASONRY SHEAR WALL <br /> SITE CLASS=D(DEFAULT), Ss=0.91, Sxs=1.1, S1=0.32, <br /> Sx1=0.63, Sa=1.09, SDC D, ]e=1.0 <br /> 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL <br /> DRAWINGS FOR BIDDING AND CONSTRUCTION, ARCHITECTURAL DRAWINGS ARE THE <br /> PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE <br /> SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE <br /> REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. <br /> ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH <br /> DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. <br /> 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND <br /> DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL <br /> DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING <br /> SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL <br /> ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH <br /> ARCHITECTURAL AND STRUCTURAL DRAWINGS. <br /> TRACTOF- <br /> STEEL <br /> WOOD <br /> QUALITY ASSURANCE <br />