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SITE STRUCTURES Project Everett Office Building sheet A2 <br /> 10511 19th Ave SE, Suite C date 2/7/08 <br /> Everett, WA, (425)-357-9600 prj. no. S-07-188 <br /> CON �ETETECHNOLOGY CORPOATION . <br /> , • R LU..'12% HOLLOW CORE SLAB <br /> • <br /> HS2o-44 <br /> 1 1 <br /> z PP <br /> & i l; 4. <br /> T € 4 s i <br /> Y. <br /> p i0. ' {:. i _ .1 4 .„. . .,. lhv .Y.+� . <br /> I . k , <br /> E7 1 • <br /> a,. I w m <br /> =Number of Meted Voids required r i I <br /> 8 2 �0far 2' "at each end of each Slab <br /> , , <br /> r 6 1 .'. ' 1.1 Strands " i <br /> Q 5 v 1 , *5 i ii Straricfs 12:pcfj i, 1 <br /> ei1 `trands(ise 13$p i, <br /> I � r I <br /> 1141 <br /> I : <br /> F sd 1 7 , <br /> X 1 ` i $ 4 <br /> S� Y" .. <br /> o <br /> .•-r Knee •1..;. :.,7- . <br /> 1 s la & I Wail j. ■ _ x <br /> H <br /> • 1 ; a `14 16 8 022 34 2628 30 22 34 36 3& . <br /> 410.11PLE SPAN,(ft) . <br /> GENERAL NOTES; . <br /> 1.)A minimum cover depth of Six inches 0R a three inch thick•cast in place•concrete topping•slab is required. • <br /> 2.)Simple Span is centerline of tearing to centerline of bearing. <br /> 3.)The knee eelt envelope_represents the 61a06urn spare and_lierght of sar!cover that'cari be supported by stabs • <br /> •ti411standard notches for mangle"openings,assuming voidti'll concretefc 3,000 psi,Raines falling outside this <br /> envelope require kneewalls to support the labs at manhole openinngs. <br /> 4.)intespoiaton between strand contours is acceptable.00-NOTextrapolate beyond the bounds of tors chat. <br /> 5.)Soilcover is•assumed to.be unrfor . <br /> 6.)Except as noted,soil cover unit weight is assumed to be 120 pof. • <br /> 7_)Minimum span length=14'-O" <br /> 8)The values shown on this chart are in compliance with IBC 2003&AC1318-05_ <br /> aiiste6 • V NUFACTURERS OF PRESTRESSED CONCRETE TACONAA WASHIMCTON 7 <br />