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10-1175-025
4.FXI INDICATES WOOD CONNECTOR. REFER TO SCHEDULE. PROVIDE (2) 30"x3O" #5 CORNER BARS AT OUTSIDE OF TIE BEAM (TYP. CORNER) al DL REACTION: 215 LB LL REACTION: 215 LB NET UPLIFT REACTION: 836 LB F3 DL REACTION: 6•6 LB LL REACTION: 646 LB NET UPLIFT REACTION: 2,037 Ilk Ffl DL REACTION: 510 LB LL REACTION: 510 LB NET UPLIFT REACTION: 1,452 • 0 W 00 fl W mmm EA. SIDE OF RAFTER (2 TOTAL) /-(2) 3x10 1x6 TOUNGE & GROOVE SHEATHING W/ (2) 8d RING SHANK NAILS @ EA. END & INTERMEDIATE SUPPORT (IN HATCHED AREA) - t- F- E'�- je- i- L- 1_�- 1.1LL_I.1_LL- PREFAB.' WD TRUSS GIRDER (BY OTHERS) sa t;k 0 C:e, 1�l SILL (REFER TO 7/S-6) 32gomm irl 10 IN SCALE: 1/4" = l'-O" 0 C14 *m fi DL REACTION: 1,015 LB LL REACTION: 1,015 LB NET UPLIFT REACTION: 2,905 LB Fil DL REACTION: 465 LB LL REACTION: 465 LB NET UPLIFT REACTION: 1,665 Ll I F-31 DL REACTION: 1,101 LB LL REACTION: 1,101 LB NET UPLIFT REACTION: 3,288 LB IN DL REACTION: 320 LB LL REACTION: 320 LB NET UPLIFT REACTION: 1,035 LB F41 DL REACTION: 2,000 LB LL REACTION: 2,000 LB NET UPLIFT REACTION: 5,693 1-1, a-lim-wim PREFAB. WD TRljSSES @ 24 O.C. (BY OTHERS) nl DL REACTION: 575 LB LL REACTION: 575 LB NET UPLIFT REACTION: 1,624 LB DL REACTION: 1,146 LB LL REACTION: 1,146 LB NET UPLIFT REACTION: 3,247 LB DL REACTION: 230 LB LL REACTION: 230 LB NET UPLIFT REACTION: 840 LB Wom-row, (11/14/11 BLDG. DEPT. Ift, COVVFNTS LIJ im I • 0 fi r z 4- 0 0 im I j 0 r z 4- 0 0 V; U• • LL Lu 0* c 1 C co L > w (♦ cd 0 a) • c U W a) Lu J < V Job No. -100481 h �� Date 11 /22/10 im I