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SITE STRUCTURES Project Everett Office Building sheet A3 <br /> 10511 19th Ave SE, Suite C date 2/7/08 <br /> Everett,WA, (425)-357-9600 prj. no. S-07-188 <br /> CONCRETE TECHNOLOGY. ORPORATION. , <br /> 1 214'` HOLLOW CORE SLAB <br /> • <br /> 150 PSF <br /> 1.2 • • • p, , s q , . .. <br /> 11 1. :. • fi..• ! <br /> i <br /> 3 <br /> c3 10_ y:,..... . ,, „ . . im A ,t ; i , ,r • <br /> .,,,,:,.... ..,. . ,:„,.., Number..,.. of pilled Votds requited i .. ! _. • <br /> r for 4"at each end of each stab. ` <br /> 9_ I 1 £' . <br /> r1 1 I <br /> :•: 1. <br /> ii {: 11 Strands f • 1 J_ i_ <br /> `g.'` �' •�. Ali 5lt, ds(vim..125 p ) I.i _ <br /> .` _ <br /> ._,.... ' w r :.. n .. <br /> a , <br /> "` + 1 Strands 145 pcf} I T' <br /> k <br /> k i , <br /> to• s I 1 1 <br /> L ..1. I k (, I 'G <br /> '3 I Knee ®� .' w. i - _ <br /> /Nall 4 # .. <br /> 3 <br /> 1 • i; t i'. T.. • . uw� ' i <br /> 9.4 16 1.8 itp 22 24 . 2 28 30 32 34 36 38 <br /> - SIMPLE SPAN(fity <br /> GENERAL NOTES:=... ..: : <br /> 14.4 minimum cover depth of sor inches OR a three inch thick cast in place concrete topp€ng slab is required.. • <br /> 2.)Simple Span is centerline of bearing tb centerline of bearing ... <br /> 34 The tines waif envelope iaOreteatt the maximum spars,and height of soil carer that caYi be supported by slabs <br /> WWI 00000 notches for manhole openings,assuming void fill concrete t'c=3,000 psi:Points falling outside thus <br /> envelope require knee walls to support the slabs at manhole openings <br /> 4)Interpolation between strand contours is acceptable DO NOT extrapolate beyond the bounds of this chart. <br /> 5 <br /> )40100*k is Stattnt t.tt5 bL iitiferila,: • • • • ' <br /> +.)-pep#,as rued,soil cover twit weight is assumed to be 120_pcf <br /> 7.)Minimum span length=14'-0 ,, , <br /> 8)"The values'shown on this chart are in compliance with/10. 2003&A0l 318-05; <br /> erisrae MANUFACTURERS OF PRESTRESSED CONCRETE••TACOMA t/AS'HINGTON 9 <br />