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i <br /> 6. Provide #4 rebar stubbed out at not more than 18 inches on center at concrete porches to <br /> resist differential settling. Show rebar placement on foundation plan. <br /> Done(Plan cloud 1/6) <br /> Z Specify tempered safety glass in hazardous location as defined in section R308 IRC. <br /> Done(Plan cloud 1/7) <br /> 8. Specify size and spacing of anchor bolts. <br /> Done(Plan cloud 1/8) <br /> 9. Provide minimum 3"x 3"x 1" plate washer on all anchor bolts. <br /> Done(Plan cloud 1/9) <br /> 10.Provide minimum 22"x 30"attic access, show on plans. <br /> Done(Plan cloud 1/10) <br /> 11.Provide attic ventilation calculations. Show size and location of attic vents on plans. <br /> Done(Plan cloud 1/11) <br /> 12.All braced wall panels shall be clearly marked on the plans. Provide detail for alternate braced <br /> wall panels. <br /> The lateral analysis submitted shows all wail lines to be in compliance, with those wall <br /> lines using continuously sheathed structural wood panels. I have placed a hold down at <br /> each end of the large sliding glass door openings to comply with the old structural <br /> standard of"if some is good, than lots must be better,"Seriously,I did not intend to <br /> indicate the need fora braced wall panel. I am concerned with the east west lateral forces <br /> in a seismic incident. The existing structure should be considered much more flexible than <br /> the new and prescriptive lateral has no way of dealing with this lateral case. <br /> (No plan cloud) <br /> 13.The Roof Framing plan shows roof trusses cantilevered 11 feet beyond the support wall. <br /> Please provide truss design drawings for cantilevered trusses. <br /> I have attached two copies of truss engineering. (No plan cloud) <br /> 14. Specify the connection of the new foundation to the existing foundation. Show on plans and <br /> in section drawing. <br /> Done(Plan cloud 1/14) <br /> Sincerely <br /> �1 <br /> 1 <br /> Fred Brown <br /> Page 2 of 2 <br />