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.IOHN D. GRIFFIiV ASSOClATES <br /> Consulting EngineedStruc(urahCivil <br /> t t`+RO,>LATER AVENUE N.E. KIRKLAKD,WASHINGTON 9803° 823-9903 <br /> from ti�� forrr.��;�,ion ot' hin�es ir� Ll:e b� am i� rc _�t�d by <br /> bolted connection�. Please refur to the SGAOC 'Blue <br /> !':,ol:" Conunentary page 81-C. <br /> d) Cc;rJnent is ir.correct. All shears comply t•.ith equaY.ior� <br /> 21-5 of Section 2721 . Ciote Y.L�t co�unii� and r]oubl�r <br /> plate fy_5CI<si . <br /> c) Comply. <br /> Co:mnent G. �:i No Cor_nent. <br /> o) Comply. <br /> cl Comply. <br /> d) Shop Dr��,din�,s by !?ambro ki_ive tl�i� ��otie. <br /> �>r>CS) �ce ehF�ets cn, S10 C�,r •.�d�iitior�al dr;i�.::il^,. <br /> h) Comply. <br /> i) Span of' joi:;t is 73'-2 3/4", joi_ct ch_�n,-ed t,o L'2405. <br /> i) Spacing revised to 5'-0". <br /> G,i��ner,t '; �) The test data for the °TAFTRUS" i:; a 1arf,e document & is <br /> 4vailable upon request accordi_n�- tu the !nam_ifacturer. <br /> Gnclosed for your information i_s a su�rs:�ry oi this tes't <br /> repor�t. <br /> b) Sckiedule added to Sheet �3. <br /> C) If tfl1S 15 8 Y'C'(�Uli'@fll�l]t YlO�li)� :::;il]'�1(�eC�l]CQP OT 5��!Il�. <br /> Comment 8. Comply. <br /> Co�rment 9. Diaphragn desi�;ns and celcu].ations �r� incl�catcd cr calculation <br /> sheets F. 135 t.hru F. 140. Chord ['orces c:re resisted by re- <br /> lnforcing in the slabs for th� iloor levels cn�i by th� joist.s <br /> and frames at the roof level. <br /> Co!�ur.ent 10. a) Comply - Sheet S10 <br /> b) Glill review shop dra�:�ing� 1'or compliance. <br /> c) Comply - sheeL S9 and S10. <br /> d) Same as b) ; building frame lateral deflection; trill Ue <br /> transmitted to th�a �:�ir.do:� ia�ll 1'�bricator. <br /> e) Same as b) . <br /> f) Comply. <br /> �;) Co:nply. <br />