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. . � �; <br /> 10. Provide landing not more than 8" below the finished floor at a;l entrance/ezits. Landing <br /> shall be at least as wide as the door and minimum 36" in the direction of travel. <br /> 11. ;�11 footings shall rest on undisturbed soil not less than 18" below the finished grade, show <br /> on plans. <br /> 12. Specify on plans: All wood exposed tc '+e weather shall be of netural rsistance to decay <br /> or pressure treated. <br /> 13.The toilet in the master t�athroom should be located in a 30" wide space. <br /> 14.Show location of all smoke detectors. Detectors shall be herd-wired with battery back-up <br /> and interconnected. Note on plans that the smoke detectors will sound an alartn audible in <br /> all sleeping rooms. <br /> 15.Provide note on drawings that exit doors shall be openeble from the inside without a key, <br /> special knowledge or effurt. <br /> 16.The interior door to the garage should show a maximum 8" step to the first tread or <br /> landing. <br /> 17.Provide rypical wall section for each different type of conswction; including notes and <br /> dimensions that accurately represent how the swcture is to be consuucted. <br /> 18.The bonom of exterior wood siding should be shown at least 6" above the adjacent <br /> fitished grade. <br /> 19.The type of sheathing, weather protection and roofing should be shown. <br /> 20.Provide 22" x 30" attic access opening in readily accessible location with minimum 30" <br /> clear headroom. <br /> 21.Attic vent sius, location and screening details should be shown on the pians. Ventilation <br /> calculations shall be provided for each seQarate attic area. <br /> 22.Details should be provided for cross ventilation of all vaulted ceiling ridge and hip <br /> construction. <br /> 23.Structural notes should show the following: <br /> minimum soil bearing pressurc <br /> equivalent fluid pressure <br /> mmimum concrete strength <br /> minimum reinforcing bar grade <br /> the w�wd grade and species of all framing lumber <br /> the panel ID index for piywood <br /> the design loads for the floor and roof <br /> basic wind speed and exposure <br /> glu-lam beam combination symbol and camber <br /> 24.Trusses shall be designed by a licensed Washington State Suvcmrat Engineer and <br /> manufactured by an approved plant. <br /> 25.Nailing should be specified to be per table 23-II-B-1. <br /> DEIIIIPLNCKM5TAl11FILMANIMN CADY ROADSCMUCK <br />