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. � , ra7 �' <br /> �;� �� <br /> � �- 'GENERAL NOTES � � <br /> 1) Concreta: 3,500 psi 9 �trass transfer. <br /> 5�000 psi � 28 days. <br /> 2} S•trand: Uncoated ssven zrira stress- <br /> relieved strand� 270 ksi� <br /> AST29 A-1j16. <br /> 3) R�inforcin�: Top reinforcing: AST,4 A hls� , <br /> grada 1�0. <br /> Hottom reinforcing: A82 wire <br /> . ED ksi. <br /> !�) Tolerances: A:3 per P.C.I. Design Hand'000`d <br /> for Ho]1ox Co.�e Plan.ka. <br /> 5) �Gld erect ui.th piece mar'.c orzented as <br /> sho•an on dra.ri.ngs. <br /> 6) Caution: Handle Snan-Deck units with <br /> liftine loops provlded to <br /> avoid cracking. <br /> 1/�/ 7) Span-Deck snoulci us siored at �ob siie in <br /> � \ - SL3C�L3 appro:ciraately th� .,ame lengths using <br /> dunnsge placel i-n.�nadiately ad�acant to the <br /> li£ting loops. Itll dunnaoe nust lin� up ver- <br /> tically at each end of the stack. Dunnag= on <br /> the g:round must be paralell to each other at <br /> each er,d of the stack. This usuall;/ means <br /> that both ars leval. <br /> 8) riaxi*�um heioht o£ stacks should be 8 units for <br /> 8" Span-Dack� 6 units for 12" Span-Dsck, and 5 <br /> units £or 16�� Soan-I3ack. <br /> 9) Dimensions shoim are to edge of Span-Deck. <br /> SPECIAL PRECAU ? ION <br /> This dra�ing defines tha gsometric properties o£ '. <br /> the material to be furn�shed by The Ceat;al Pre-'rlix <br /> Conorete Co.� thersfore this draxing wnen apnroved <br /> by the purchaser shall be considared th2 co±arsct <br /> „ interpretation oi the materials to be Surnisaed. <br /> \� <br /> � <br /> . j. % <br />