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'Priject *': <br />2004075 <br />Broadstone Directional <br />1901 E. Dyer Road , Santa Ana, CA 92705 RE REVER ENCE <br />ENGINEERING <br />sPLrcE (oR sEc110r,r) LoADs <br />V (kip)M (k-fi)T (k-i) <br />CAST.IN.PLACE PIER OESIGN Pinary <br />b:1 <br />0.20 <br />Fooling diameter' <br />Moment al grade v,' <br />Soil Class <br />k-ff 009 Shesr al grade <br />Serv6e V (0.6'V,) <br />lrJ: 1.3 <br />P = 72.21 tb <br />Per IBC 1605 <br />M,= 0.122 k-ff Service M (0.6'Mu) V,= 0.056 k <br />s : 100 psf/t Laterdl Beadng per IBC Table 1806.2 <br />s = 267 psffi lncreased per IBC 1806.1 & 1806.3 4 <br />ITERATION PER IBC 1807 3,2,1 <br />h = 2.20 fi 51 = 181 psf <br />d- 2.m4n A= 0.933lt <br />LaleralWind Force <br />Rato <br />2.083333333 <br />rs to a square or reclang <br />ME[IBER SELECNON STAGET 'l LRFD OESIGN <br />Seaion Type: PipeA53 a ksi <br />.1 48 in Z-= 0.078 'n <br />Splice <br />h <br />(fl) <br />lndex-h- <br />(i)(fr) <br />p+ <br />hsf)(sqfr)(kp) <br />F z <br />(fl) <br />1 <br />2 <br />3 <br />4 <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />@IIIEIIBiIIUII <br />MIN, PIER DEPTH <br />MIN, PIER DIAMETER' <br />2 ft and 1 in <br />Ifrd0in <br />020 k-fi <br />kip <br />002 <br />009 4 <br />() <br />NQFf:2i= <br />Seclion Name Z <br />trn /(k-fl) D/C Check (kip) D/C Chect <br />9t^ <br />(k-t) D/C Che* <br />Combined <br />DiC Check <br />3/4" Std. Pipe <br />0 094 0247 0 824 2 948 0.031 <br />(x) <br />ra <br />2fr=>a <br />Seclion Name z <br />{rn') <br />qM" <br />(k-ff)D/C Check (ldp) D/C Checl( <br />0T^ <br />(k-ff) D/C Ch€* <br />Combined <br />D/C Check <br />1.1/2" Std. Pipe <br />0 421 1.105 0.184 7 078 0.013 104 0018 0.184 <br />www.ReverenceEngineering.com <br />6r$35+1152 <br />4ol4 For pmposals and inquircs: <br />Proiecls@ReverenceEngineering.com <br />ll;;tl <br />f -f- --r <br />0 232 0 08 | 0.824