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GENERAL STRUCTURAL NOTES: <br /> 1. ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO <br /> THESE NOTES AND THE INTERNATIONAL BUILDING CODE(IBC),2018 EDITION. <br /> 2. DESIGN LOADING CRITERIA: <br /> OCCUPANCY CATEGAORY. . . II <br /> ROOF LIVE LOAD 25 PSF(Is= 1.0) <br /> MECHANICAL UNIT Hood—164 POUNDS <br /> EXHAUST FAN—693 POUNDS <br /> EARTHQUAKE SDS= 1.097 <br /> SITE CLASS C <br /> WIND 98 MPH,EXPOSURE B,Kzt= 1.0 <br /> 3. STRUCTURAL CALCULATIONS AND SKETCHES SHALL BE USED IN CONJUNCTION <br /> WITH MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR <br /> SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL <br /> NOTIFY ENGINEER OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. <br /> 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS,MEMBER SIZES, <br /> LOCATIONS OF THE UNITS RELATIVE TO THE EXISTING FRAMING,AND CONDITIONS <br /> PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION <br /> SHOWN ON THE SKETCHES ARE INTENDED AS GUIDELINES ONLY AND MUST BE <br /> VERIFIED. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS <br /> SHOWN ON THE SKETCHES,OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE <br /> OR SUBSTANDARD QUALITY,NOTIFY THE ENGINEER PRIOR TO COMMENCING ANY <br /> WORK. <br /> 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND <br /> STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN <br /> COMPLETED IN ACCORDANCE WITH THE DRAWINGS. <br /> 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE <br /> METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES REQUIRED FOR THE <br /> COMPLETION OF THE WORK. <br /> 7. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19,AND GRADED AND MARKED IN <br /> CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST <br /> LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: <br /> JOISTS: (2x MEMBERS) HEM-FIR NO.2 Fb=850 PSI,Fv= 150 PSI <br /> ENGINEERED LUMBER:EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE <br /> NAME AND PLANT NUMBER OF THE MANUFACTURER,THE GRADE,THE NER OR ICC- <br /> ES REPORT NUMBER,AND THE QUALITY CONTROL AGENCY. ALL MEMBERS SHALL <br /> BE MANUFACTURED WITH AN APPROVED ADHESIVE. <br /> BEAMS: MICROLAM LUMBER(LVL): Fb=2,600 PSI,E= 1,900 KSI,Fv=285 PSI <br /> 8. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE"STRONG- <br /> TIE"BY SIMPSON COMPANY,AS SPECIFIED IN THEIR CATALOGS. INSTALL NUMBER <br />