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Push Pier Load Calculations G-3945 <br /> Project: Kirkendall SFR Page 2 of 2 <br /> Address:5131 Dogwood Dr.,Everett,WA 4/12/15 <br /> East Foundation Wall of House <br /> Unit Unit Tributary Weight Weight <br /> Wt Wt Height Width Length Area Contrib Volume Weight Weight Subtotals Total <br /> (lbstsf) (lbs/cf) (ft) (ft)` (ft) (sgft) Area (Cu.Ft) (lbs) (Ibsllf) (lbslif) (lbs/if) <br /> Dead Loads <br /> Roof-East.Haif 34 <br /> Roofing(comp) 1 --- 17 77.4 1316 0.5 658 4 <br /> Sheathing 1/2" 1.7 17 77.4 1316 0.5 1118 7 <br /> Rafters 2x6,East-West 1.7 --- 17 77.4 1316 0.5 1118 7 <br /> Ceiling joists 2x4,gypsum board 1/2,insul 4.3 --- 14 77.4 1084 0.5 2330 15 <br /> Floo i 5 <br /> WS Floor support beams,06 <br /> Flooring,2x6 T&G Car Decking 4.6 3.5 72.0 252 0.5 580 8 <br /> Covering(hardwood) 4 3.5 72.0 252 0.5 504 7 <br /> Foundation - ;: <br /> Stem wall 150 2.29 0.50 72.0 82 12366 172 <br /> Strip Footing 150 0.625 1.17 72.0 53 7898 110 <br /> xterior.Wall ... 777777777 <br /> i�? <br /> 1/2 gyp board,2x4 Studs,insul,with 13 8.25 72.0 594- 7_722 107 <br /> 3/4 shiplap and 13116 wood siding <br /> Total Dead Load-West Wail Section(Ibs/If): 404 <br /> Live Loads <br /> 05 :: ::.:15448 ;t: ':1295 1295 <br /> Floor 40 : 3.5 72,0 -' 0 5 5040 : :7D 70 <br /> Live Load Total (lbs/t : 1365 <br /> Total Load(Dead+Live)West Wall Section(IbsAf): 1769 <br /> Max.Allowable Design Load of Pier(lbs) 20000 16000 15000 14000 13000 1 ::.'. 10000 8000 6000 4000 <br /> Max.Pier O.C.Spacing(feet) 11.31 9,05 8.48 7.91 7.35 6 78 5.65 4.52 3.39 2.26 <br /> Note: The interior load bearing wall supporting the ceiling and roof is located 13.9 feet west of the east exterior wall in the area of the underpinning. <br /> GEO GROUP NORTHWEST,INC. <br />