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C. 1,v I 6 b1-1-CVZ <br /> Bruce S. MacVeigh, P.E. <br /> Civil Engineer/Small Site Geotechnical II 117i:9 <br /> 14245 59thAve. S. <br /> Tukwila, WA 98168 Mil Y 1 7 ',' p,- i i il <br /> Cell: 206-571-8794 , t 4%. <br /> LI <br /> March 24, 2016 CITy or r, <br /> , r A Ei0..% <br /> Permit Sti v ice's <br /> City of Everett <br /> Attn: Building Official/Field Inspector <br /> Subject: Additional Beam Calculations - Kitchen Ceiling Joists, Structural Upgrade <br /> - Existing Single Family Residence, 2608 Virginia Avenue, Everett, WA 98201 <br /> Dear Sir: <br /> Earlier capacity calculations for reinforcement of the existing ceiling joists in the <br /> kitchen of the above house called for the adding of 2 additional side added 2" x 8" <br /> members to reinforce the existing 2" x 6"joists, which were on 24" centers. <br /> Upon opening the ceiling for construction it was found that the found 2" x 6"joists <br /> had been cut and poorly spliced, removing their residual capacity for the joist <br /> reinforcement. In other words, the added members must carry the full joist loading <br /> without the consideration of the existing 2" x 6"joists. <br /> Attached are calculations showing that the use of 2 added 2" x 10" members to the <br /> existing joists will create the capacity needed for the design loading. <br /> Also attached are revised sketches of the joist location and revised reinforced joist <br /> section. <br /> Thank you for your assistance. <br /> Sincerely, <br /> , ,, /,:yi A 0,,,,,,i• A,./.4c r,,,,&, <br /> 6 , 4-7--•-ei-j/C7 <br /> Bruce S. MacVeigh, RE. <br /> • ',., - <br /> 4,1, <br /> Civil Engineer ., <br /> . , <br /> ,1,..44,.. i.''. 1-• ' .',, >-:-; <br /> lai09vaaveaddlcalcs01/1584 <br /> -7 II <br /> EXFIES: 4/24/I <br /> ze7 /1/igtiel/ - <br /> (...__ <br />