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. • <br /> • <br /> 6. Verify foundation ventilation is not compromised by the addition of the front porch. Show <br /> existing and new ventilation openings as required. <br /> Response: <br /> The foundation ventilation has been checked at the area of the new concrete porch,there <br /> is no existing ventilation at this location. <br /> 7. Provide footings for the four posts supporting the wooden landing at the proposed deck. Show <br /> on plans. <br /> Response: <br /> Sheet 4, Foundation Plan has been modified to show the (4) support columns, footings, <br /> and dimensions. The four columns for the deck support have been dimensioned, stair <br /> shown,and the landing specified. <br /> 8. Provide minimum 36 inch landing, measured in the direction of travel, at the base of the exterior <br /> stairs Show on foundation plan and floor plan. <br /> Response: <br /> Landing added in Sheet 2, Foundation Plan and Sheet 4, Main Floor Plan. <br /> 9. Provide gravity calculations for all framing members supporting the proposed hot tub, including <br /> the cantilevered floor joists, the header at the sliding door in the Dining Room and the beam (not <br /> shown)supporting the deck joists at the North side of the proposed deck. <br /> Response: <br /> The hot tub has been removed from the project. The header, M-05,over the dining room <br /> slider has been reviewed and modified to reflect this change.The beam(s)supporting the <br /> North side of the proposed deck have been added. <br /> 10. Provide gravity calculation for TJI floor joists with existing 2x6 ceiling joists attached to bottom <br /> chord of joist <br /> Response: <br /> Refer to manufacturer's"Tres Joist® WO Joist Specifiers Guide TJ--4000 /July 201,. <br /> Per manufacturer's Floor Span Tables for L/480 live load deflection, 40 PSF LL / 20 PSF <br /> dead load, 16" depth, @ 16"o/c the allowable span is 29'-8". If the design criteria is <br /> reduced to L/360 Live Load Deflection, 40 PSF LL / 20 PSF dead load, 16" depth, the <br /> allowable span is 31'-6". Loads associated with the existing ceiling joist(s)with GWB are <br /> within the dead load allowance(s) in the span charts. <br /> 11. Provide lateral analysis for the deck structure supporting the hot tub. <br /> Response: <br /> No longer applicable as the hot tub has been removed from the project. <br /> 0 523 61sT ST SE © 425.879.3437 O brianbodge@msn.com <br /> Everett,WA 98203 <br /> 3/4 <br />