Laserfiche WebLink
JOHN H. FARP,ENS, JR., <br />A R C H I T E C T <br />',2p5) 774-1965 <br />8726 202nd STP.LFT S.W.,DWONDS, ,vASill tJG7pN 98020 <br />October 20, 1.974 <br />I <br />11r. Jamie Johnson, Inspection Supervisor <br />Everett Inspection Department <br />City Hall <br />7verett, Washington <br />'Rlr: Driver Licensing Building <br />Time Oil Co., Owner <br />3531 Rucker <br />Type V-N, Group F-2 <br />Fire Zone 5, Occupant Load 270 <br />Dear Jamie: <br />The drawings which were submitted for plan check have been reviewed and <br />the following items should be corrected before the permit is issued: <br />1. An occupant load sign should be posted in the Waiting Room, "Occu- <br />pant Load 106," Sec. 3301 (])• <br />2. The pair of doors should comply with sec. 3303(c). If bolts are <br />used, a sign should be posted to read, "This door to remain unlocked <br />during business hours." <br />d tiesie for each 2 <br />3. Masonry veneer shoulf,t16")< 2a"s <br />4does notcomthan I t ply. U.B.C. Standard <br />square feet. Spac.r_^, <br />30-1. <br />4. The foundation shows only 244 rebar in the footing, with none in the <br />concrete foundation <br />ndwall. <br />I in We the used. toDrequire a minimum <br />bars o f3 with bars <br />2 in the footing <br />your desires? <br />5. The drawings show that No. 1 grade llem-fir, f=1550 p.s.i., may be used <br />for beams. No. 1 Hem -fir only has an allowable fiber stress of 1200 <br />p.s.1. The window headers shown to be 4" x 10" for the V-0 spans are <br />g No. 1 Hem -fir. No. 1 grade D.F. is adequate. <br />not sufficient usin <br />1 Si cer ly, <br />n H.2� fens, Jr <br />JHF/ff <br />