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.,.�, <br /> OPi[tsburgh PTL_gEATTLE <br /> Testing �-C1 ]00 �vENyE S <br /> Laboratory ��•��-.� w.��-���-=�,a�oa <br /> 2Crl `62��86+ <br /> G3C�p oOG�� <br /> ORCE�iNO. SEA 4358 <br /> .fll os-e 4/4/86 <br /> EtepOR2 Oe: Metal Decking S Reinforcing Inspection <br /> PRQ7ECT: Edmonds Community College <br /> (Anplied Technology T:-aining ;:;tr..) <br /> 2333 Seaway Blvd. , Everett, ti;, <br /> CLIENT: _ EDMONDS COMIdUNITY COLLEGE <br /> 2000 68th Avenue W. <br /> Lynnwood, WA 98036 <br /> REPORTED TO: (1) Client, Attn: Dr. lennis 3apst <br /> (1) McKinley Architects, Attn: Barbara Thomas <br /> . (1) KPFF, Attn: Arnie Carson <br /> (1) City of Everett, Attn: L�_•ry Callahan <br /> (1) The Koll Company, Attn: ^an Olsen <br /> (1) John Fluke, Attn: Clay E•,:sh <br /> DAILY REPORT <br /> Znspector: T. S4irtz <br /> 4186 <br /> Checiced Nelson studs for count and spacing and fcund �aelds to be sound over the <br /> entire 2nd floor composite beams, <br /> Visually checked puddle ticelds for size and spacing a�d button punch spacing, and <br /> found both to be in accordance iaith approved structural drauings. <br /> Contractor used nS rebar instead of �3 rebar on grid lines 31 and 39 and around <br /> openings. Rebar reinforcing saas placed in accordance iaith approved drati;inys. <br /> Welded wire fabric reinforcing at 2nd floor decking slab in accordance �aith ap- <br /> proved drairings. Okay to placa concrete. <br /> Respectfuliy submitted, <br /> PITTSBURGii TESTIiVG LADORATORY <br /> �.� / <br /> �'t.tC �.l� ✓=��.� <br /> �_ <br /> David S. Haley, P.E. <br /> Seattle bistrict Manager <br /> iS:/2ts <br /> �ll PF.�qo�5�oE SWwt�EO�5�nE COM�9EN�:�L�Ew}v O�ClfYtB fVBIC�{ON O�SI��FUENiS C�'+C11l3C`/S Oo E�t�u�C�!5 uCSf eyEO�[NO�4 OVnM'a��EN�Ouopv�� <br />