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9/3/2015 <br /> Response Letter <br /> Project: MCC&S <br /> address: 10531 Washington Way <br /> Plan check No. C1508-005 <br /> 1. Gravity Calc's per Structural Engineer Attached. Sht.A-7 beams changed. <br /> 2. Crawlspace Access,Sht.A-4(closet below stairs). <br /> 3. Changed FV locations,sht.A-4. <br /> 4. Engineered BMC Floor Trusses to be installed,Sht.A-7. <br /> 5. Garage door header Gravity Calc's per Structural Engineer attached. <br /> 6. a. Vent calcs changed,Sht. A-7 and A-8 for UNIT A. In-Vent model by Coravent to be provided <br /> if overhan/eave is in 5ft. building setback. <br /> b. S-1 shear transfer detail blocking changes to match Wall Section sht.A-10. <br /> c. Wall Section Sht. A-10 Note added: <br /> "NOTE 1: SOLID BLOCKING at Unit A, per Table 302.1. <br /> Roof eave fire-resistance rating shall be permitted to be reduced to 0 hours if fire solid <br /> blk'g is provided from the top plate to the underside of the roof sheathing. <br /> Provide Coravent In-Vent attic venting for lower roof portion". <br /> ' FicE Eu\y/ <br /> SEP D 3 2.015 U.d) <br /> CITY OF EVERETT <br /> Permit Services <br />