Laserfiche WebLink
2. <br />3 <br />3 <br />NOTES <br />THE PLANS, <br />' vi 7\ E7 <br />SME OF WORK REVILE-VVED FOR PERMIT <br />THE <br />SCOPE OF WORK <br />IS TO REPAIR <br />2 ROOF BEAMS, ONE ALONG GRID C AND ONE ALONG GRID D <br />AND <br />PROVIDE PROPER <br />SUPPORT PER <br />PLANS. <br />ALL MATERIALS AND WORKMANSHIP DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE <br />DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2015 EDITION). <br />DESIGN CRITERIA <br />ROOF LIVE LOAD . . . . . . . . . .. .. . . . . . 25 PSF <br />FLOOR LIVE LOAD (RESTAURANT) . .. . . . . . . 100 PSF <br />ROOF DEAD LOAD . . . . . . . . . . . . . . . . . 15 PSF <br />FLOOR DEAD LOAD. . . . . . . . . . . . . . . . .. 15 PSF <br />BEARING PRESSURE. . . . .. . . .. . . . . . . .. . . 1500 PSF (VERIFY) <br />CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY <br />THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS <br />TO' THE WORK. <br />CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS <br />UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. <br />5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, <br />SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK. <br />6. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE STRUCTURAL ENGINEER <br />FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. <br />7. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED <br />WITH AN A.W.P.A. APPROVED PRESERVATIVE. <br />8. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS <br />SPECIFIED IN THEIR CATALOG NO. C-C-2018. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE <br />SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES, PROVIDE NUMBER <br />AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. <br />9. ALL SHIMS SHALL BE VERTICAL GRAIN, SEASONED, DRIED AND THE SAME GRADE <br />(MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES JOIST <br />HANGERS. <br />ALL HARDWARE IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT DIP GALVANIZED. <br />10. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW, <br />11. POUR NEW FOOTINGS ON UNYIELDING SOILS. <br />