Loading...
10-1175-026iuI PROVIDE (2) 30"x30 #5 CORNER BARS AT OUTSIDE OF TIE BEAM (TYP. AT EA. CORNER) q F2_1 DL REACTION: 215 LB LL REACTION: 215 LB NET UPLIFT REACTION: 836 LB DL REACTION: ••6 LB LL REACTION: 646 LB NET UPLIFT REACTION: 2,037 1 E DL REACTION: 510 LB LL REACTION: 510 LB NET UPLIFT REACTION: 1,452 I m EA. SIDE OF RAFTER (2 TOTAL) 3xlO Nw-mnm lx6 TOUNGE 1, GROOVE SHEATH ANK ING W/ (2) 8d RING SH NAILS 0 EA_ END & INTERMEDIATE iii SUPPORT mmm MLG BOTT. CHORD SKYLIGHT (COORD. -.1 A mm I !R I 19 DL REACTION: 1,015 LB \-Rl DL REACTION: 465 LB LL REACTION: 1,015 LB LL REACTION: 465 LB NET UPLIFT REACTION: 2,905 LB NET UPLIFT REACTION: 1,665 LB I 1-01 It REACTION: 1,101 LB '_lL REACTION: 1,101 LB NET UPLIFT REACTION: 3,288 LB n2 DL REACTION: 320 LB LL REACTION: 320 LB NET UPLIFT REACTION: 1,035 LB R4 DL REACTION: 2,000 LB LL REACTION: 2,000 LB NET UPLIFT REACTION: 5,693 LB ljj U V7 ui c • L" TB -1 PLYWOOD SHEATHING 4 4� 1 1 0 M, 1­ PREFAB. WD TRUSS m 1 GIRDER (BY OTHERS) 1 m ui 0 r ui Lr= Ln (n Ln 0 D oc cr fit (Jo (.0 w w X x x x w w w x x x 04 04 C*4 N 04 c*4 C*4 ITS I < U- < U- ui ui CL U a- Al PREFAB I Is . TRUSS WD 17 / GIRDER (BY OTHERS) a I 19 DL REACTION: 1,015 LB \-Rl DL REACTION: 465 LB LL REACTION: 1,015 LB LL REACTION: 465 LB NET UPLIFT REACTION: 2,905 LB NET UPLIFT REACTION: 1,665 LB I 1-01 It REACTION: 1,101 LB '_lL REACTION: 1,101 LB NET UPLIFT REACTION: 3,288 LB n2 DL REACTION: 320 LB LL REACTION: 320 LB NET UPLIFT REACTION: 1,035 LB R4 DL REACTION: 2,000 LB LL REACTION: 2,000 LB NET UPLIFT REACTION: 5,693 LB ljj d) CITY OF SOUTH MIA BUILDING DEPT. STRUCTURAL SECT101 ­PROVED9Y., nl DL REACTION: 575 LB LL REACTION: 575 LB NET UPLIFT REACTION: 1,624 LB R3 DL REACTION: 1,146 LB LL REACTION: 1,146 LB NET UPLIFT REACTION: 3,247 LB No. 100481 DL REACTION: 230 LB LL REACTION: 230 LB NET UPLIFT REACTION: 840 LB U J c • PLYWOOD SHEATHING 4 4� 1 1 0 :0 (REFER TO NOTE 2) r z 0 4d oc fit -PREFAB. WD TRUSSES U 0 • OTHERS) d) CITY OF SOUTH MIA BUILDING DEPT. STRUCTURAL SECT101 ­PROVED9Y., nl DL REACTION: 575 LB LL REACTION: 575 LB NET UPLIFT REACTION: 1,624 LB R3 DL REACTION: 1,146 LB LL REACTION: 1,146 LB NET UPLIFT REACTION: 3,247 LB No. 100481 DL REACTION: 230 LB LL REACTION: 230 LB NET UPLIFT REACTION: 840 LB