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• <br />� <br />t <br />� <br />t <br />k <br />1 <br />' <br />i <br />- <br />t <br />i <br />. <br />• <br />F <br />N " q � r~ ,fir f .Jr'J_�C c% . 'b"> <br />E <br />CONCRETE. WORK <br />The concrete -ork shall consist of necessary excavating required to receive the now <br />foundation of the canopy. The concrete shall rmet the requiraawnts of the latent <br />edition of the "cuida Specifications for Ready-Hixod Concrete." The concrete shall <br />attain a minimum compreaaive strength of 3000 PSI at 28 days. Slump shall not oxctcd <br />(4) inchrn. <br />The contractor shall eat all anchor bolt# required. Delta shall be the nice no <br />shown or required and shall be set with the usa of a template. <br />Tote contractor shall furnish and place all reinforcing stool. Reinforcing steel <br />shall be grade 60. deformed, now billet steel meeting ASTN-A615. Bend bars at lonat <br />2'0" around turners. Splices shall be lapped at least twenty-four bar diamatorn. <br />All shall be securely vired together. <br />STRUCTURAL. STEED <br />All htructural steal required shall be equal to A-36. Design shall conform to the <br />Incest AISC specificationa. Tube columns are to be grade A-5000. <br />A <br />Ibl�� 4'tJE�.P�;�<-� r•"s ram' �Gc� �t��. <br />1fB�cB:i '4 ` <br />Mi <br />0 <br />K X� <br />61. 9AM A6. /¢"X / ',r / 6" <br />w/ /B) /4" 4'4T0-rlElS <br />TorteyGH/- Ti-P/t:,41- Cl'Z ZIMAI &Je E�' _ <br />�G 4LES Al-,V,& <br />1 <br />DmvEwAI e <br />//,zfiefr <br />O <br />�0 <br />11 <br />1 <br />A <br />r <br />IIM,r "wV.ZeW!IA16 <br />Nr✓!J <br />— /• t G,�,rtrr Hy <br />A14Y /2'.9''e <br />♦ A • <br />f• <br />i <br />§ "Ib , <br />r <br />1M <br />3� <br />rMt3W <br />J��'ll/ <br />Y•nR n— oucllirrior. j er <br />KING MANUFACTURING CORP. <br />WAUPUN, WI:,CONSIN <br />DESIGNERS 1100 d '.,/ATERTOWN BUILDERS <br />0 <br />m <br />