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. � . 01411 <br />A^�8 --113 <br />0 _ EACH WAY <br />+�18'r-9" \ \ TI G TE `. OT 0: <br />O <br />(1i <br />AA. <br />V <br />s <br />t?s <br />a <br />1' -8 3/4 1 5' -9 1/4- 1 1%-8 3/`4" { WMi 10 NEW C PIN I r#UP A IEYu!€m I <br />ME DESIGN LOADS: <br />LIVE LOAD: <br />30 PSF <br />DEAD LOAD: <br />6" SLAB <br />75 PSF <br />ROOFING MATERIAL. <br />10 PSF <br />TOTAL LOAD: <br />115 'PSF <br />ASCE 7 -02 <br />V - 146 MPH <br />EXPOSURE m C <br />1-1.15 - <br />ROOF MEAN +IEIGHT 17 FEET <br />A = 3 FEET <br />Kz =.87 <br />Kd _ '0.85 <br />\\ <br />\\ <br />\\ <br />\\ <br />\\ <br />\\ <br />MEMBRANE UPLIFT 10 S4 FT <br />ZONE 1, 2 Pups 78.9 PSF <br />ZONE 3 Pup = — 129.94 PSF <br />VA <br />PILES <br />G.C. SHALL FIELD VERIFY ALL <br />EXISTING CONDITIONS AND <br />DIMENSIONS, ANY <br />DISCREPANCY PLEASE NOTIFY <br />ARCHITECT AND- ENGINEER <br />PRIOR TO CON 71NU#4G. <br />V <br />: <br />1 <br />r— <br />oo <br />co co <br />�� <br />#9 AT 8 " O.C.80T I <br />EACH WAY <br />- <br />i+r <br />ui <br />c <br />8� <br />CL <br />4 <br />PIN <br />10 "x10 "xi" PLATE <br />,PILE. <br />a- <br />� <br />y <br />0 <br />'y <br />� <br />M <br />a <br />M <br />LL <br />"7 <br />Z <br />. <br />PIN PILES ARE TO BE 4 INCH .DIAMETER STEEL .PIPE .FILLED WITH <br />CONCRETE AND <br />0 <br />w <br />Q <br />..,. <br />REINFORCED YATm 1#6 VERTICAL ROD. PILES .SMALL <br />HAVE A FULLY WELDED CAP PLATE 1" X 10" X 10" WITH (4) 3/4 "I6 <br />c L0 <br />�. <br />Q <br />ANCHOR STUDS MIN 10" EMBED. PILES SHALL HAVE A SAFE CARRYING <br />CAPACITY OF 7 'fQNS AND BALL CIwI+TtF1ED .BY A RNISTERIED <br />o� <br />PROFESSIONAL ENGINEER. (GEOTECHNICAL REPORT SHALL. Bfi PROVIDED <br />* <br />�r <br />S;W <br />FOR VERIFICATION) <br />070662 FLAR <br />DETAIL $ <br />G.C. SHALL FIELD VERIFY ALL <br />EXISTING CONDITIONS AND <br />DIMENSIONS, ANY <br />DISCREPANCY PLEASE NOTIFY <br />ARCHITECT AND- ENGINEER <br />PRIOR TO CON 71NU#4G. <br />: <br />1 <br />r— <br />oo <br />co co <br />�� <br />- <br />ui <br />c <br />8� <br />� <br />y <br />0 <br />'y <br />� <br />M <br />a <br />M <br />LL <br />"7 <br />Z <br />. <br />8 <br />0 <br />w <br />..,. <br />RS <br />c L0 <br />�. <br />Q <br />S;W <br />070662 FLAR <br />