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5FA Design Group, LLC <br />PROJECT NO. SHEET NO. <br />STRUCTURAL I GEOTECHNICAL I SPECIAL INSPECTIONS IMFR22-280 <br />PROJECT <br />DATE <br />Gale Residence Underpinning 2/24/2023 <br />SUBJECT By <br />Design Loads CAF <br />Distributed Load Along (E) Beam Above Porch At Gridline 4 <br />Load Type <br />Design Load <br />Tributary Length <br />Line Load <br />RoofDL _ <br />(15 psf) <br />(10.83 ft) <br />= 162 plf <br />Dead Load 0.403 klf <br />RoofSL = <br />(25 psf) <br />(10.83 ft) <br />= 271 plf <br />Floor Live Load 0.353 klf <br />2ndFloorDL = <br />(15 psf) <br />(8.83 ft) <br />= 132 plf <br />Roof Snow Load 0.271 klf <br />2ndFloorLL = <br />(40 psf) <br />(8.83 ft) <br />= 353 plf <br />Controlling ASD Load Combination: <br />ExteriorWallDL _ <br />(12 psf) <br />(9.00 ft) <br />= 108 plf <br />D+0.75L+0.75S <br />Distributed Load Along E Beam To E Post For Load Generation Only) 0.871 klf <br />Worst Case Vertical Desian Loads Alona Gridline 4 <br />Tributary Width To Pier = <br />= 5.71 ft <br />Load Type <br />Design Load <br />Tributary Length <br />Line Load <br />Lnercalc UutputDL = <br />= 3259 lb <br />Dead Load 1.456 kips <br />Enercalc Outputu = <br />= 2192 lb <br />Floor Live Load 0.685 kips <br />Enercalc OutputRu = <br />= 2855 lb <br />Roof Snow Load 0.000 kips <br />1stFloorDL = <br />(15 psf) <br />(2.00 ft) <br />= 30 plf <br />Controlling ASD Load Combination: <br />1 stFloorlL = <br />(60 psf) <br />(2.00 ft) <br />= 120 plf <br />D+L <br />StemwaIIDL _ <br />(150 pcf) <br />(6.00 in) (24.00 in) <br />= 150 plf <br />FootingDL = <br />(150 pcf) <br />(6.00 in) (12.00 in) <br />= 75 plf <br />Max Vertical Load to Worst Case Pier 10.447 kips <br />Max Unsupported Ftg San from Arching Action 5.00 ft <br />