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S DA� <br />STRUCTURAL D�SIGN ASSOCIATES, INC. <br />CONSULTINO EN�INEERS <br />December 23, 1988 <br />S6Ja��90TM5i6W • vono�sx� <br />LYNNWOOD.W�YD016 • FMONE�7II81/151�J� <br />C,�^ � F���`i����l f'^�\��{�C'�. <br />0 <br />R 6 S Aseociates <br />6100-237th Plece S.W. <br />Woodinville, WA 98272 <br />eubject: Proposed Chanye =of Fastenere e Cortnectione <br />515-122th S.E., Everett, Washinqton <br />Our Aef.s #65-678/FL4 <br />To Whom This may concernc <br />At the request of Mr. Pat Culley, thie office reviewed the <br />subject plan changes and recommends the followinq: <br />1. The corner garage poet with a steel eeat beering on a 2"x6" <br />sill plate and connected to the foundation wall with a 5/8" <br />diameter x 7" lonq "Para-bolt" embedded 5-1/4" into the concrete <br />ie ecceptable. <br />2. The roof and ahear wall dia�hraqm nailing with ^Isanta^ No. <br />16 gauge staple 1-1/2" long wit}i e 7/16" crown width et the <br />epecified spacing ie acceptable. <br />3. Re-nail all gypsum eheathinq of ehear walle havinq etaples <br />epaced 7" o.c. and whose crowns damaged the paper skin. <br />4. Replace all qypsum eheathing panRls with etaplea epaced 4" <br />o.c. and whose crowna damaqed the paper skin. <br />5. The uee of 1/2" �liameter "Parn-bolte" with 4" ambedrt;ent <br />into the concrete and at the epecified epacing is acceptable for <br />sillplate-to-foundation cnnnections. <br />Respectfully eubmitted, <br />STRUCTURAL DESIGN ASSOCIATES� INC. <br />by c , � <br />, <br />�� u. i . -��- . <br />Rase Vanden Ende, P.E. <br />president <br />RVE/R,7H/ jme <br />c, �' � i. 1 r�t,iraE i I•. f I' ., n r., ":�'1 � .. . , <br />