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5FA Design Group, LLC <br />PROJECT NO. SHEET NO. <br />STRUCTURAL I GEOTECHNICAL I SPECIAL INSPECTIONS MFR22-280 <br />PROJECT DATE <br />Gale Residence Underpinning 2/24/2023 <br />Loads RCAF <br />,Worst Case Vertical Design Loads (Brick Chimney) <br />Tributary Width To Pier = <br />= 5.00 ft <br />Load Type <br />Design Load <br />Tributary Length <br />Line Load <br />BrickChimneyoL _ <br />(39 psf) <br />(30.00 ft) <br />= 1170 plf <br />Dead Load 7.350 kips <br />StemwallDL _ <br />(150 pcf) <br />(6.00 in) (24.00 in) <br />= 150 plf <br />Floor Live Load 0.000 kips <br />FootingDL _ <br />(150 pcf) <br />(6.00 in) (24.00 in) <br />= 150 plf <br />Roof Snow Load 0.000 kips <br />Controlling ASD Load Combination: <br />D+L <br />IMax Vertical Load to Worst Case Pier 7.350 kips� <br />Max Unsupported Ftg Span from Archinq Action 5.00 ft <br />