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JAMES G. Conshucrton lnspecdon <br /> Caruthers Construction Consultant <br /> , 812 NORTH BBTH <br /> �page 2� SEATTLE, WASHINGTON 88103 <br /> P�Wrre (208) 7B9•0856 <br /> resteel & <br /> INSPECTION REPORT OF CONCRETE Q, STRUCTURAL STEEL G0, masonrv [ <br /> •NOJECT Smi+.h Pnint Plnza JOB NO. . �CS,�,J� <br /> rlRMIT NO. ADDRESS_1OO11 F\IBT'gP88f1 WBV. EVerett� {rE1 <br /> Ci y o ere <br /> � FABRICATOR <br /> ARCHITECT Doug Mulvanny � CONTRACTOR Construction Associates, ITiC. <br /> IMf�[CTOII DAT! 1 8 IIF�011T <br /> d resteel & laced 6 rom enmore <br /> 'x. ather clear. H- 0 L- 0 Lur±d Masonr started2-course bond beam <br /> ft . to round it . line A between li.nes 3 and p Bld . A Pa 'n Pac Cast <br /> mort2r s ec. MKD. 1-M-ABC and conc. c ls. MKD. -ABC No roblems. <br /> C <br /> re-mix. +�-�iQote: All conc. Bld s. A&B is 2500 PSI & will tiot be fhrther stated, <br /> & a 3" slum xill be adhered to as closel as possible on entire ;}ob site, to <br /> insure continuit and consistenc of mix. ns ected resteel & nlaced cvds. <br /> conc. all interior ft s. ld . ast 6 conc. cyls. MKD. 4-ABC & 5-ABC. Also. <br /> ins ected resteel in lst. lift bond beam fbg.to round £t . line 7 'between lin� <br /> D & G. 6ast 3 mortar spec. MKD.2-M-pBC. �Meeting- All subs with CHaz'les Gliege <br /> 'ty has been notified oi' conc. & mortar placements. City insp. wil: <br /> be there approximately at 9AM• Weather artl cloud . H-70 L-50 <br /> �Pav 'n Pac) <br /> Caruthers 5 2 Inspec�ed resteel & laced 27 c s. Bld . A on li.ne to li.ne A on <br /> li.ne A to line 1 . On li.ne 1 to line onc. r r <br /> a 'n ac ins ec e r 1 2 1 <br /> � <br /> ' South then sto in . Wi11 £inish when we do south bond beam ft . to Soundation <br /> � ft . Cast 3 conc. c ls. MKD. b-AHC & mortar s ec. t9CD. -M-ABC & rout <br /> risms t�IlCD. 1-CrABC• Ins ected resteel laced 2 c s. lde. B in outer per- <br /> imeter £oundation ft . to <br /> NE corner south to SE corner. eather Cld . - - �.KPmm�rP Pra—mix) <br /> Caruther� . � rime contra. began compaction for ground slab �ldg_ A (Pav'nPac) interior & <br /> _ _ _exterior ftgs. & placed stryofoam �ong exterior .*'�gs.Inspected resteel & place <br /> 18 cyds.exterior foundatmon ftgs, B1dg.B, from SE corner west to S41 corner, nor <br /> to NW corner. Insufficient conc. to finish last finger. Contra will finish <br /> � When placing ground slab. Conc. from Kenmore Pre-mix. Cast 3 conc. cyls. <br /> rm No. 2 7.69 II�A Pll[)I ITI-ICQC . <br />