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�.r .. . <br /> �� G E N E R A L N 0 T E S <br /> 1) Con-rete: 4,000 psi @ stress transfer <br /> �,000 psi @ 28 days <br /> 2) Strunci: Uncoated seven wire stress-relieved <br /> strand, 270 ksi, 15TM A-416 <br /> 3) Polerances: As per P.C.I. Publication t�WL -116-77 <br /> for Hollov Core plenks. <br /> 4) Field erect with piece merk oriented ns shown on <br /> drawings. <br /> 5) Cei�tracore should be stored at ,�ob site in etack, <br /> appro•;imately the same lengths using dunnage nle�ed <br /> aFproxlmate]y 2' 0" from end of panels ur.less o .herwise <br /> specified. All dunnage must line up verti_ally at each <br /> end of the stack. Dunnage on th� ground must be parallel <br /> and level to each other. <br /> 6) Maximum height of stacks should be 8 units for 8" Centra- <br /> ! core, and 6 units for 12" Centracore. , <br /> I •�/�� <br /> � �1 )}�. 7) Dimencions shoxn nre to edge of Cer.tracore. <br /> ��/ <br /> i, <br /> � <br /> i <br /> ! S P E C I A L P R E C A U T I 0 N <br /> This draving defines the geometric propertiea of the mnterial <br /> to be furnished by the Central Pre-Mix Concrete Co. , therefore <br /> this drawing When approved ry the purchaser ahall be considered <br /> the correct interpretation of the materials to be furnishe3. <br /> ( <br /> � �� <br />