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EX.INT.STRIP FOOTING w/EX.BM @ REC RM. DL(PLF) LL(PLF) SL(PLF) DL+LL= 2484 <br /> FLOOR TA= 11.5 ft. 138 460 DL+SL= 3893 <--GOVERNS <br /> ROOF TA= 11.5 ft. 173 288 DL+0.75(LL+SL)= 3772 <br /> BM. 1711 2.530 1584 <br /> TOTAL: 2022 463 1872 <br /> AREA REQ. = 2,60 ftA2 <br /> ASSUMED WIDTH= 2 ft. <br /> L_REQ= 1.30 ft. <OKAY! 2424 FT'G! <br /> UB3-RIDGE BM. DL(PLF) LL(PLF) SL(PLF) DL+LL= 791 <br /> FLOOR TA= 0 ft, 0 0 DL+SL= 1953 <--GOVERNS <br /> ROOF TA= 0 ft. 0 0 DL+0.75(LL+SL)= 1663 <br /> UB3 791 0.000 1162 <br /> TOTAL: 791 0 1162 <br /> AREA REQ. = 1.30 ftA2 <br /> ASSUMED WIDTH= 1.5 ft. <br /> L_REQ= 0,87 ft. <OKAY! 1818 Ff'G <br /> UB6-STRONBACK(RIGHT) DL(PLF) LL(PLF) SL(PLF) DL+LL= 3461 <br /> FLOOR TA= 2 ft. 24 80 DL+SL= 8109 <--GOVERNS <br /> ROOF TA= 2 ft. 30 50 DL+0.75(LL+SL)= 6987 <br /> UB6: 3327 0.000 4678 <br /> TOTAL: 3381 80 4728 <br /> AREA REQ. = 5.41 ftA2 <br /> ASSUMED WIDTH= 2.5 ft. <br /> L_REQ= 2.16 ft. <OKAY! 3232 FT'G <br /> UB6-STRONBACK(LEFT) DL(PLF) LL(PLF) SL(PLF) DL+LL= 3461 <br /> FLOOR TA= 2 ft. 24 80 DL+SL= 8109 <--GOVERNS <br /> ROOF TA= 2 ft. 30 SO DL+0.75(LL+SL)= 6987 <br /> UB6: 3327 0.000 4678 <br /> TOTAL: 3381 80 4728 <br /> AREA REQ. = 5.41 ftA2 <br /> ASSUMED WIDTH= 1.33 ft. <br /> L_REQ= 4.06 ft. <OKAY! 1608 FT'G <---w/7'-0"CONC,STEM WALL&45 DEGREE LOAD <br /> DISTRIBUTION! <br /> UB7 DL(PLF) LL(PLF) SI(PLF) DL+LL= 892 <br /> FLOOR TA= 1 ft. 12 40 DL+SL= 2132 <-GOVERNS <br /> ROOF TA= 1 ft. 15 25 DL+0.75(LL+SL)= 1842 <br /> UB7: 825 1255 <br /> TOTAL: 852 40 1280 <br /> AREA REQ. = 1.42 ftA2 <br /> ASSUMED WIDTH= 1.33 ft. <br /> L_REQ= 1.07 ft. <OKAY! 1608 FT'G <--w/2'-0"CONC,STEM WALL&45 DEGREE LOAD <br /> DISTRIBUTION! <br /> LB3(LEFT) DL(PLF) LL(PLF) SL(PLF) DL+LL= 6034 <br /> FLOOR TA= 2 ft. 24 80 DL+SL= 5044 <br /> ROOF TA= 2 ft. 30 50 DL+0.75(LL+SL)= 7012 <•-GOVERNS <br /> LB3 2540 3360.000 2400 <br /> TOTAL: 2594 3440 2450 <br /> AREA REQ. = 4.67 ftA2 <br /> ASSUMED WIDTH= 2 ft. <br /> L_REQ= 2.34 ft. <OKAY! 1608 FT'G <---w/2'-0"CONC.STEM WALL&45 DEGREE LOAD <br /> DISTRIBUTION! <br /> LB3(RIGHT) DL(PLF) LL(PLF) SL(PLF) DL+LL= 6034 <br /> FLOOR TA= 2 ft. 24 80 DL+SL= 5044 <br /> ROOF TA= 2 ft. 30 50 DL+0.75(LL+SL)= 7012 <--GOVERNS <br /> LB3 2540 3360.000 2400 <br /> TOTAL; 2594 3440 2450 <br /> AREA REQ. = 4.67 ftA2 <br /> ASSUMED WIDTH= 2.5 ft. <br /> L_REQ= 1.87 ft. <OKAY! 3636 FT'G <---w/2'-0"CONC.STEM WALL&45 DEGREE LOAD <br /> DISTRIBUTION! <br />