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BAKER ENGINEERS <br />STRUC7URAL DESIGN <br />P.O. BOX 1897 <br />LYNNWOOD, WA 9904G1697 <br />March 2, 1A94 <br />Pacific Construntion Reaources <br />2812 Hoyt Avenue <br />Everett, Washington 96201 <br />Attention: Chuck Oriffiss <br />bubject : Bui,lding Rehabilitatlon <br />2818 atnd 2822 Hoyt Avenue <br />Everett, Washington <br />Dear Chuck: <br />EDWIN F. BAKER, P.E <br />At your reguest a aite viait was made on March 1, 1994, to this <br />project for the purpose of clarifyinq holddown and shear wall <br />details. I met you and Dennis Scafe at the job s�te. The <br />followfnq was discussed: <br />1. Strap Tie ST6224 may be used instead oE Floor Tie Anchor I.FTA. <br />2. Strap Tie MST37 may be uaed instead of Holddown FT28. <br />3. The snear wall in the loWer floor at line "B" is to be <br />connected to the Eloor joists with a Framing Anchor A34 ds <br />shown in Section A/1, it is not neceasary to connect this <br />shear wall to the existing unrainforced masonry wall to the <br />east. <br />Please call if you ha�ve any guestions. <br />Sincerelp, <br />SAKER ENCiINEERB <br />�� , .c..y� <br />Edwin F. Baker, P.E, <br />Principal <br />(u�i��L��[� D` <br />L11.1 �1 <br />h1AR G 2 1�`, ; <br />CII �� Cr EVER�TT <br />111C�;. P,rniit CGcutrr <br />�pe W"V�M `i <br />�� � <br />N A •' Ox <br />d <br />\ 8�/ <br />E���s 2/ 10 / <br />6628 212TH S.W. • l,YNNWOOD, WA3HINCTON 98036 .(pp5) 77�.6666 <br />FqCSIMILE (206) 771-6558 <br />