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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. . .. . . . . . . . . . . . 11 <br /> ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . 25 PSF(Is= 1.0) <br /> MECHANICAL UNIT . . . . . . . . . . . . . . . . . . . . . HP-03—665 POUNDS <br /> EARTHQUAKE . . . . . . . . . . . . . . . . . . . . . . . . . . SDs= 1.12 <br /> SITE CLASS C(WA DNR maps) <br /> WIND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 98 MPH,EXPOSURE B,K,= 1.0 <br /> 3. STRUCTURAL CALCULATIONS AND DRAWING 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,LOCATION <br /> OF THE UNIT RELATIVE TO THE EXISTING FRAMING,AND CONDITIONS PRIOR TO <br /> COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN <br /> ON THE DRAWING ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. IF <br /> THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON <br /> THE SKETCH,OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR <br /> 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 /> JOISTS: (4x MEMBERS) HEM-FIR NO. 1 Fb=975 PSI,Fv= 150 PSI <br /> 8. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG- <br /> TIE"BY SIMPSON COMPANY,AS SPECIFIED IN THEIR LATEST CATALOG. INSTALL <br /> NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER OR AS <br /> INDICATED IN THIS DOCUMENT. CONNECTORS SHALL BE INSTALLED IN <br /> ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. <br /> 9. ALL PRESSURE-TREATED (P.T.)WOOD MEMBERS SPECIFIED ON THE PARTIAL <br /> FRAMING PLAN SHALL BE PRESSURE-TREATED WITH COPPER AZOLE CA-B(HEM-FIR cu <br /> ONLY),OR ALKALINE COPPER QUAT(ACQ-C FOR DOUGLAS-FIR,OR ACQ-D FOR HEM- a <br /> FIR)PRESERVATIVES UNLESS OTHERWISE NOTED. AMMONIACAL COPPER ZINC <br />