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: . ('�• • <br /> St : .0..l:tt .-�:t.l. Design,1 Si, ssocia eat <br /> `� `-- 4. Ex70/r e€.-rill,,, ,s;irti'IL/re$ h Last <br /> os_Kb <br /> December 3,2( 1 9 .._ <br /> Eli Warner <br /> 2602 81StPl SE DEC 0 9 2019 0 <br /> Everett, WA 98203 — <br /> CITY OF EVERETT <br /> Permit Services <br /> Subject: Bearing Wall Beam at 2602 81`t PI SE, Everett, WA 98203 <br /> SDA Job# 8874 <br /> Dear Eli, <br /> At your request, this office visited the subject site to determine if the 6x8 roof beam near the <br /> entry was structurally adequate for load. <br /> The single-story house was constructed in 1984 and built over a crawispace. The roof is <br /> constructed with pre-manufactured trusses spaced 24-inches-on-center("o/c). A centerline <br /> bearing wall /beam supports roof trusses from both sides. (see photo's 1-4). <br /> Calculations show that a 3 './2 x 7 PSL 2.0E beam is required. A double stud and cripple are <br /> required each end. A 2'-0"x 2'-0" x 10"thick footing is required each end with(2) # 4 bars each <br /> way. Locate the reinforcing bars 3'"above the bottom of the footing. <br /> As an alternate, a flitch beam using a 1-inch x 7-inch steel plate bolted to the side of the existing <br /> 6x8 roof beam with 3/4-inch diameter A307 bolts (staggered) may be used, (see the attached <br /> detail # 1). <br /> All other walls, other than the central bearing wall, may be removed, or relocated. <br /> Please contact this office if there are any questions concerning this letter. or for further <br /> assistance. <br /> tt 1 '/41111 <br /> v <br /> 9COlii t <br /> 01VW <br /> , 4.,,,,,or-- .. iii- <br /> Chris Co nu all;P.E. 4 , ' ,It, * iir <br /> t4, .i, 1 I <br /> r_ 0 2 20i9 <br /> `,.. 6'R Ph: � `I <br /> tE}j ;,4.,.k S.:;.3�'.r � II„c5 `ft � i �.�81 ;.� y'y\ ((s�E}s p. ..t. ^,C��'t �ae�-�:.f l� 6 <br /> Lr _ 44��. :t .�s /f._ ..}� ,.._.� .lJ 1.....i.... ,.,.� .�J.... 1. <br /> �'Z'ti w sti ucdes_com <br />