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Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 50369 Al 1 FI 230600 30408 2- 0- 0 2- 0- 0 Phil Yebba #50369 HO 3 -14 HO 3 -14 TC. 2 -0 -0 11 -9 -0 11 -9 -0 2 -0 -0 4x4= B 1 3.118' J 14 1 H O 3 -10 -8 *2x411 F 4 D S 111111 111111 3 -4 -8 4x6= 4x6= A E G I UK LSPL N P R T 5x6= C/'_ /17, .!_! Z / / / / % ✓ ; / % / / / i .._._ / _Z- _L 7' /_L_l__Z_Z_L _' LJ BC 23 -6 -0 __.- - -_. __ ___ -. 23 -6 -0 - -- - - - -__ ------ - - - - -- __ _. =:. ALL PLATES ARE MT2020 See Joint D For Typical Gable Plate Size and Placement Scale: 0.240" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 126.6 LES Online Plus -- Version 25.0.008 G -I 0.01 0 T 0.00 0.01 NOTES AND SYMBOLS SHEET FOR RUN DATE: 16- OCT -09 I -K 0.01 0 T 0.00 0.01 ADDITIONAL SPECIFICATIONS. K -L 0.01 0 T 0.00 0.01 CSI -Size- - - -- Lumber - - -- L -N 0.01 0 T 0.00 0.01 NOTES: TC 0.07 2x 4 SP - #2D N -P 0.01 0 T 0.00 0.01 Trusses Manufactured by: BC 0.07 2x 4 SP - #2D P -R 0.01 0 T 0.00 0.01 41 Truss GW 0.03 2x 4 SP - #2ND R -T 0.05 0 T 0.00 0.05 Analysis Conforms To: T -C 0.07 36 T 0.00 0.07 FBC2007 Brace truss as follows: Gable Webs TPI 2002 O.C. From To E -D 0.03 199 T OH Loading TC Cont. 0- 0- 0 23- 6- 0 G -F 0.01 100 C Soffit psf 2.0 BC Cont. 0- 0- 0 23- 6- 0 I -H 0.01 123 C Design checked for 10 psf non- K -J 0.02 186 T concurrent LL on BC. psf -Ld Dead Live L -B 0.01 86 C Refer to Gen Det 3 series for TC 10.0 20.0 N -M 0.02 186 T web bracing and plating. BC 10.0 0.0 P -O 0.01 123 C Wind Loads - ANSI / ASCE 7 -05 TC +BC 20.0 20.0 R -Q 0.01 100 C Truss is designed as Total 40.0 Spacing 24.0" T -S 0.03 199 T Components and Claddings* Lumber Duration Factor 1.25 for Exterior zone location. Plate Duration Factor 1.25 TL Defl -0.01" in T -C L/999 Wind Speed: 120 mph TC Fb =1.15 Fc =1.10 Ft =1.10 LL Defl 0.00" in T -C L/999 Mean Roof Height: 15 -0 BC Fb =1.10 Fc =1.10 Ft =1.10 Shear // Grain in A -D 0.13 Exposure Category: B Occupancy Factor : 1.00 Total Load Reactions (Lbs) Plates for each ply each face. Building Type: Enclosed Jt Down Uplift Horiz- Plate - MT20 20 Ga, Gross Area TC Dead Load: 5.0 psf A 2136 451 U 32 R Plate - MT2H 20 Ga, Gross Area BC Dead Load: 5.0 psf Jt Type Plt Size X Y JSI Max comp. force 181 Lbs Jt Brg Size Required A MT20 4.Ox 6.0 Ctr 0.1 0.44 Max tens. force 199 Lbs A 282.0" 0 " -to- 282" D MT20 2.Ox 4.0 Ctr Ctr 0.00 Fabrication Tolerance = 20% F MT20 2.Ox 4.0 Ctr Ctr 0.00 This truss is designed for a Plus 9 Wind Load Case(s) H MT20 2.Ox 4.0 Ctr Ctr 0.00 creep factor of 1.5 which is Plus 1 UBC LL Load Case(s) J MT20 2.Ox 4.0 Ctr Ctr 0.00 used to calculate total load Plus 1 DL Load Case(s) B MT20 4.Ox 4.0 Ctr Ctr 0.47 deflection. M MT20 2.Ox 4.0 Ctr Ctr 0.00 - Membr CSI P Lbs Axl- CSI -Bnd 0 MT20 2.Ox 4.0 Ctr Ctr 0.00 n `f �� Top Chords Q MT20 2.Ox 4.0 Ctr Ctr 0.00 /�-)- A -D 0.07 44 C 0.00 0.07 S MT20 2.Ox 4.0 Ctr Ctr 0.00 ! , D -F 0.07 54 C 0.00 0.07 C MT20 4.Ox 6.0 Ctr 0.1 0.44 / F -H 0.03 58 T 0.00 0.03 E MT20 2.0x'4.0 Ctr Ctr 0.00 • H -J 0.03 91 T 0.00 0.03 G MT20 2.Ox 4.0 Ctr Ctr 0.00 . J -B 0.04 124 T 0.01 0.03 I MT20 2.Ox 4.0 Ctr Ctr 0.00 i / 1 B -M 0.04 124 T 0.01 0.03 K MT20 2.Ox 4.0 Ctr Ctr 0.00 ? 0 l M -O 0.03 91 T 0.00 0.03 L MT20 5.Ox 6.0 Ctr -0.5 0.39 0 -Q 0.03 58 T 0.00 0.03 N MT20 2.Ox 4.0 Ctr Ctr 0.00 Q -S 0.07 54 C 0.00 0.07 P MT20 2.Ox 4.0 Ctr Ctr 0.00 flC_l S -C 0.07 44 C 0.00 0.07 R MT20 2.Ox 4.0 Ctr Ctr 0.00 / Bottom Chords T MT20 2.Ox 4.0 Ctr Ctr 0.00 A -E 0.07 36 T 0.00 0.07 E -G 0.05 0 T 0.00 0.05 REFER TO ROBBINS ENG. GENERAL Robbins Engineering, Inc /Online Plus'" 0 1996 -2009 Version 25.0.008 Engineenng - Portrait 10/16/2009 9 38.57 AM Page 1 Designer GC