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_ . .. . �i - � . �r . 4. <br /> LEE JOHNSON & �SSOCIATES, INC. <br /> li'ngincers • Plmmers • Surrerors 1712 PACIFIC AVEHUE <br /> [VERETT,WASIIIHGT�M 98201 <br /> 206-259-6071 <br /> April 5, 1972 <br /> ; <br /> � , I 1 �� � I 1i �. <br /> Mr. John Ferrans <br /> Building Inspection Department <br /> Cit}� Hall <br /> Everett, Washington 98201 <br /> RE: AGRANOFF BUILDING <br /> Dear John: <br /> This is to answer your questions regarding structural framing , shear wall <br /> requirements, and attic space separation. <br /> Enclosed find the structural en9ineer's revised truss and framing scheme, as <br /> submitted to the City by the contractor. <br /> Basic changes are a different truss, truss bearing moved from top to bottom <br /> cord, shear stresses are carried in lo:ver wall sheathing and diagonal bracing <br /> in truss depth, thus eliminating shear diaphragm and vent punctures in truss <br /> depth. <br /> Attic separation into two separate attics is shown hy dotted line on attached <br /> sketch. <br /> Please advise if there are any further questions.� ' <br /> Ve �ly.,yours, <br /> / M �J, <br /> l ;l�'� <br /> � C/`,�,�," <br /> rdon Cultum <br /> GC:Is <br /> Enclosure n � � � � � � n <br /> L�] IJ <br /> APR :i 1972 <br /> CITY OF EVERETT <br /> Inspection Dept, <br /> � <br />