Laserfiche WebLink
By <br />DATE <br />CHECKED <br />VERTICAL LOADS ON JOISTSBEAMS: <br />SUBJECT <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />lr r,rNlO rx <br />,aho Approved <br />FOR PERMIT ISSUANCE <br />1 IEVT <br />Date: <br />VERTICAL LOADS ON FOUNDATION: Wwd_wali == 16•psf•9•ft = 144-pif 1500•psf <br />LINE A: <br />WDL A:=(WDL ROF)'I 2 +2J ft+Wwd wall+l �J ft•Fd=333.737•plf WRLL A:=I 20+2J'ft-(WuLLROF)=240•plf <br />WFLL A =(1) <br />2'ft'(WLL FLR) = 0•plf <br />WTOTAL WDL_A + WRLL_A + WFLL_A = 573.737•plf « P :_ 15 •Rl•S = 1.875 x 103•pif <br />USE EXIST. 15" WIDE X 24" DEEP CONT. FOUND. <br />Point Load On Ext. Cont. Foundation: 1500•psf <br />(24+5.5+24) 12 3 <br />PHEW 15X24 �_ • ft. <br />—• ft • S = 6.687 x 10 lb <br />12 12 <br />Pad Footings: <br />From (RB-1)+(RB-1): Pi DL:= (1120+ 1120)•Ib = 2.24•kips <br />(12" wide footing X 24" deep) <br />P1 1iL1 = (1450+ 1450)•Ib = 2.9-kip,; <br />P1 FLL:=(0)•lb=0.kips P1 EL:=(0)•Ih <br />P1 TOTAL := P1 DL+ P1 RLL + P1 EL,+ P1 FU = 5.14-kips USE 4X6 D.F.#1 POST W/ "CONT. <br />From (GH-2), RIGHT: Pz DL := (2670),Ib = 2.67-kips <br />P.) RLL (3170) • lb = 3.17• kips <br />P2 FLL := (0) • lb = 0-kips P2 EL (0).1b <br />P2 TOTAL := P2 DL+ P2 RLL+ P, EL+ P2 FLL = 5.84•kips USE 4X4 D.F.#1 POST W/ "CONT. <br />8 of 28 <br />