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, riau ��_ ,��i �� :a_ F .o- <br /> GcNERAL STRUCTURAL N07ES: <br /> 1. Th6 intont of these docutnents Is to provide e schematic desi�i. The Owner wlll acqulre <br /> o ul�many ten0lneering daclsions must behmedaronce lherproJect�s undo wsy. �ii�is�g � <br /> etc�era achqWrad�orcuonaldo od�forpurclhaso Bo thattlndlviduel�pleces celnlba anely:odts, <br /> 1or ttw anUclpatod p�'poso. <br /> 2 OOpO pounda e'llr�qurod of ach' pllsorAuconlrec orn xperlen od wlth9driving p��naar <br /> the dobatker afte Indlcetes It Ia Ilkeiy lhat very atlfl cley end poselbly rock wlll be <br /> encountored et dopths ranglnp irom eb�ut 1S to 2S. However, this Intotmetlon Is not <br /> verltled. As dlacuseed, the suggestod mathod ot gaining speclflc Iniormatlon about tha <br /> n t mo t�edoquetoereslstanca ta tprovtda the 20,000 pound capeclty, contect 1na�E^pj es <br /> noor �o eltornetivo aolutlons cen be Investipeted, 40' plle longths ere supgosted <br /> 3� olthet ctese aoneldo tno siza e�d wo��ot e m0mbor to bQhminlmum �for�hat 'purpoea. <br /> Contact tho Englnoer wlth questlons ebout specitic rosmbers. <br /> Columnf - @x8x3/8 Structural Tubinp for deberker irema, and tha sama or W 10x4b tor <br /> all othor columns <br /> Beams - watarfeli snd deDerker frame msmbera ere shown; use W 14x26 or W 12x27 <br /> tor meln beams spann►n9 8' or more; 8xBx3/8 Structural Tubinp or W12x22 <br /> or W.tOx26 ior spens betw9en 6' And 8' <br /> I�n� ub tltutosenAtsoz chock tob ahortepbrelcingum mba sizos.he Enginaor boforo Install• <br /> q, AN concralo dhall conteln e minlmum ot 5 eacks Portland cement per cublc yard end ylrld <br /> a min'mum compreeslve strongth at 28 days of 3,500 psl. Usa 5% elr ontrelning eqent, <br /> but no oth�r nddltivoa Aro epproved. Mexlmum slump et placoment shall be �.5" and no <br /> frea�fall mors thana6' during pl�cem nt Supporttbollom ma of reln}orcng �teel�wlth <br /> plAstic chek�. <br /> 6. Relnlorcing st6el shall ba domeatic, detormed blllet steel conlorming to A.S.T.M. A-616, <br /> end rs ovor oVvar� slab top steal.nMnlmum ber plicel�longth shal�l ba�27'tl�acent to soil <br /> 6. Structural +toel sheA contorm to the latosl AJ.S•C. `Speclflcatlona tor tha Dselpn, Fabrlcs- <br /> tlon and Erectlan ot 3lrucutral Steel tor 9ulidlnps". All atructural steel shep oonform to <br /> A.S.T.M. A-38 roqulrementa. <br /> 7. Cotmectlons betwoen framinq mambers are welded complotely, nnd ehall contorm to th� <br /> letost ravleed code o} the Americ�n Welding Soclety. All boam connoctlont shell be <br /> atanderd doubla angla type. Boltod connectlons aro ellowod if deslgnad (ndlvldualty by <br /> th� Enginear. <br /> B. X•braciny mombats shall contaln at least 275 squato Inches of cros9•4ocUonel orae. <br /> 9. PI9n dlmenslons are sub�act to clmnga (tollowlny consultaUon wlth the Engineer) If dHler- <br /> ent components ere ullllzed • , <br /> 10. An embad plate ahel; bo loceted at tl�e bate ol eacit column and et the baea ot aach <br /> anpled b0em st the wetortall tremo�. 7he embed may bo labricated irom 314" (minlmum) <br /> thlck plata end 7 (minlmum) wlde slices ot wlde1eleN;�b��m. Mlnlmum beam alz� <br />