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HomeMy WebLinkAboutALB43 Monticello Truss design (1)Re: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1 Sec. 2. The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by thru T7970257T7970218 Velez, Joaquin ROOF DESIGN INFO Pages or sheets covered by this seal: U.S. Housing. R_JAC-150 My license renewal date for the state of Indiana is July 31, 2016. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. February 2,2016 BC 8-6-12 8-6-12 7-6-0 6.656 TC 10615 4-1-10 8-6-12 HO 2-9-0 HO 7-6-0 3-(.148"x3") gun toenails 2-(.148"x3") gun toenails A 2x4 B 1x4 C 2x4 D 3x4 E 1x4 W:401 R: 294 U: 210 ALL PLATES ARE MT2020 R_JAC-150 CJ1 Engineering T7970218 Job Mark Quan 3 Type MONO Span 80612 P1-H1 6.656 Left OH 1- 6-15 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 78.0 LBS Scale: 0.251" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.40 2x 4 SP-#2 BC 0.74 2x 4 SP-#2 WB 0.23 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 8- 6-12 or 48.0" 0- 0- 0 8- 6-12 BC Cont. 0- 0- 0 8- 6-12 or 102.8" 0- 0- 0 8- 6-12 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 294 210 U 345 R C 250 124 U B 177 119 U Jt Brg Size Required A 4.1" 1.5" C 3.5" 1.5" B 1.5" 1.5" LC# 1 Girder & Snow Load Dur Fctrs - Lbr 1.15 Plt 1.15 plf - Dead Live* From To TC V 20 40 0.0’ 8.6’ BC V 20 0 0.0’ 8.6’ TC V -20 -40 0.0’ 16 32 8.6’ BC V -20 0 0.0’ 16 0 8.6’ Plus 5 Wind Load Case(s) Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- E -D 0.35 53 T 0.01 0.34 D -B 0.40 251 T 0.00 0.40 --------Bottom Chords--------- A -C 0.74 136 T 0.00 0.74 -------------Webs------------- A -E 0.04 104 C WindLd A -D 0.11 209 T D -C 0.12 250 T C -B 0.23 0 T WindLd TL Defl -0.50" in A -C L/189 LL Defl -0.25" in A -C L/379 Shear // Grain in D -B 0.21 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI E MT20 1.0x 4.0 Ctr Ctr 0.25 D MT20 3.0x 4.0 Ctr Ctr 0.18 B MT20 1.0x 4.0 Ctr Ctr 0.25 A MT20 2.0x 4.0 Ctr Ctr 0.25 C MT20 2.0x 4.0 Ctr Ctr 0.25 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe-nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 Girder King Jack Loading TC and BC Setback 6- 3-13 OH Loading Soffit psf 2.0 Design checked for 10 psf non- concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal cases not req’d Par-to-ridge not req’d Max comp. force 182 Lbs Max tens. force 251 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:58:28 PM Page 1 February 2,2016 BC 8-6-13 8-6-13 5-11-8 5-8-12 6.656 TC 1-6-15 3-10-1 8-6-13 HO 11-12 HO 5-8-12 3-(.148"x3") gun toenails 2-(.148"x3") gun toenails B 1x4 C 2x4 D 3x4 E 1x4 F 2x4 W:401 R: 294 U: 145 ALL PLATES ARE MT2020 R_JAC-150 CJ2 Engineering T7970219 Job Mark Quan 2 Type MONO Span 80613 P1-H1 6.656 Left OH 1- 6-15 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 66.9 LBS Scale: 0.311" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.46 2x 4 SP-#2 BC 0.75 2x 4 SP-#2 WB 0.12 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 8- 6-13 or 48.0" 0- 0- 0 8- 6-13 BC Cont. 0- 0- 0 8- 6-13 or 102.8" 0- 0- 0 8- 6-13 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- F 295 145 U 259 R C 247 79 U B 188 146 U Jt Brg Size Required F 4.1" 1.5" C 3.5" 1.5" B 1.5" 1.5" LC# 1 Girder & Snow Load Dur Fctrs - Lbr 1.15 Plt 1.15 plf - Dead Live* From To TC V 20 40 0.0’ 8.6’ BC V 20 0 0.0’ 8.6’ TC V -20 -40 0.0’ 16 32 8.6’ BC V -20 0 0.0’ 16 0 8.6’ Plus 5 Wind Load Case(s) Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- E -D 0.38 21 T 0.01 0.37 D -B 0.46 171 T 0.00 0.46 --------Bottom Chords--------- F -C 0.75 197 T 0.01 0.74 -------------Webs------------- F -E 0.01 94 C WindLd F -D 0.09 248 C D -C 0.12 270 T C -B 0.12 0 T WindLd TL Defl -0.50" in F -C L/189 LL Defl -0.25" in F -C L/378 Shear // Grain in D -B 0.22 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI E MT20 1.0x 4.0 Ctr Ctr 0.25 D MT20 3.0x 4.0-0.4-0.3 0.36 B MT20 1.0x 4.0 Ctr Ctr 0.25 F MT20 2.0x 4.0 Ctr Ctr 0.25 C MT20 2.0x 4.0 Ctr Ctr 0.25 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe-nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 Girder King Jack Loading TC and BC Setback 6- 3-13 OH Loading Soffit psf 2.0 Design checked for 10 psf non- concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal cases not req’d Par-to-ridge not req’d Max comp. force 248 Lbs Max tens. force 270 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:58:31 PM Page 1 February 2,2016 BC 3-5-0 3-5-0 5-0-2 6.656 TC 1-6-15 3-5-0 HO 3-1-6 HO 5-0-2 2-(.148"x3") gun toenailsA 1x4 B 1x4 C 2x4 D 2x4 W:401 R: 242 U: 102 ALL PLATES ARE MT2020 R_JAC-150 CJ5 Engineering T7970220 Job Mark Quan 2 Type SP Span 30500 P1-H1 6.656 Left OH 1- 6-15 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 38.2 LBS Scale: 0.370" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.17 2x 4 SP-#2 BC 0.10 2x 4 SP-#2 WB 0.10 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 5- 0 or 41.0" 0- 0- 0 3- 5- 0 BC Cont. 0- 0- 0 3- 5- 0 or 41.0" 0- 0- 0 3- 5- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 242 102 U 229 R C 177 179 U Jt Brg Size Required A 4.1" 1.5" C 3.5" 1.5" Plus 5 Wind Load Case(s) Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- D -B 0.17 85 C 0.00 0.17 --------Bottom Chords--------- A -C 0.10 124 T 0.00 0.10 -------------Webs------------- A -D 0.06 208 C WindLd D -C 0.04 190 T C -B 0.10 97 C WindLd TL Defl -0.01" in A -C L/999 LL Defl -0.01" in A -C L/999 Shear // Grain in D -B 0.12 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI D MT20 2.0x 4.0 Ctr Ctr 0.29 B MT20 1.0x 4.0 Ctr Ctr 0.25 A MT20 1.0x 4.0 Ctr Ctr 0.25 C MT20 2.0x 4.0 Ctr Ctr 0.25 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe-nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal cases not req’d Par-to-ridge not req’d Max comp. force 208 Lbs Max tens. force 190 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:58:34 PM Page 1 February 2,2016 BC 7-8-14 7-8-14 7-6-15 8 TC 10087-8-14 HO 2-5-0 HO 7-6-15 3-(.148"x3") gun toenailsA 1x4 B 1x4 C 2x4 D 2x4 W:308 R: 368 U: 75 ALL PLATES ARE MT2020 R_JAC-150 J5 Engineering T7970221 Job Mark Quan 1 Type MONO Span 70814 P1-H1 8 Left OH 10- 8 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 58.7 LBS Scale: 0.261" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.67 2x 4 SP-1850f-1.7E BC 0.60 2x 4 SP-#2 WB 0.83 2x 3 SP-#3 -- 0.08 2x 4 SP-#3 A -D Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 8-14 or 48.0" 0- 0- 0 7- 8-14 BC Cont. 0- 0- 0 7- 8-14 or 92.9" 0- 0- 0 7- 8-14 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 368 76 U 366 R C 307 205 U Jt Brg Size Required A 3.5" 1.5" C 1.5" 1.5" Plus 5 Wind Load Case(s) Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- D -B 0.67 183 C 0.00 0.67 --------Bottom Chords--------- A -C 0.60 191 T 0.00 0.60 -------------Webs------------- A -D 0.08 290 C WindLd D -C 0.26 268 T C -B 0.83 229 C WindLd TL Defl -0.38" in A -C L/233 LL Defl -0.19" in A -C L/466 Shear // Grain in D -B 0.26 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI D MT20 2.0x 4.0 Ctr Ctr 0.30 B MT20 1.0x 4.0 Ctr Ctr 0.25 A MT20 1.0x 4.0 Ctr Ctr 0.30 C MT20 2.0x 4.0 Ctr Ctr 0.25 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe-nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.76 Unbal cases not req’d Par-to-ridge not req’d Max comp. force 290 Lbs Max tens. force 268 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:58:37 PM Page 1 February 2,2016 BC 7-9-6 13-1-11 18-7-12 24-1-13 29-6-2 37-3-8 37-3-8 7-7-4 7-5-2 8 TC 100810083-10-11 7-9-6 13-1-11 18-7-12 24-1-13 29-6-2 33-4-13 37-3-8 HO 2-5-0 HO 2-5-0 A 6x6 B 5x5 C 5x5 D 6x6 E 5x6G 5x6 H 3x8 K 3x7 L 2x4 M 2x4 N 4x6 O 4x7 P 4x6 Q 3x5 R 2x4 S 3x5 S1 5x6 S2 3x6 S3 5x6W:308 R:3140 U:1211 W:308 R:2874 U:1102 ALL PLATES ARE MT2020 R_JAC-150 R1 Engineering T7970222 Job Mark Quan 1 Type SHPS Span 370308 P1-H1 8 Left OH 10- 8 Right OH 10- 8 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 394.0 LBS Scale: 0.161" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.98 2x 4 SP-#2 -- 0.57 2x 4 SP-1850f-1.7E B -S2 BC 0.83 2x 8 SP-#2 WB 0.91 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 37- 3- 8 BC Cont. 0- 0- 0 37- 3- 8 or 84.0" 0- 0- 0 37- 3- 8 One Continuous Lateral Brace A -H K -D Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 3141 1211 U 244 R D 2874 1103 U 244 R Jt Brg Size Required A 3.5" 3.7" ** D 3.5" 3.4" LC# 1 BCLS & Snow Load Dur Fctrs - Lbr 1.15 Plt 1.15 plf - Dead Live* From To TC V 20 40 0.0’ 37.3’ BC V 20 0 0.0’ 37.3’ BC V 39 39 7.7’ 16.7’ BC V 29 29 16.7’ 29.5’ BC V 0 40 7.8’ 10.0’ BC V 0 40 13.3’ 15.5’ BC V 0 40 21.8’ 24.0’ BC V 0 40 27.3’ 29.5’ BC V 200 200 29.5’ CL-LB BC V 371 371 7.7’ CL-LB Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- L -H 0.32 114 T 0.00 0.32 H -B 0.70 3575 C 0.19 0.51 B -Q 0.57 4066 C 0.16 0.41 Q -S2 0.52 4239 C 0.13 0.39 S2-R 0.62 4239 C 0.37 0.25 R -S 0.87 4239 C 0.23 0.64 S -C 0.98 3871 C 0.27 0.71 C -K 0.61 3235 C 0.16 0.45 K -M 0.31 114 T 0.00 0.31 --------Bottom Chords--------- A -G 0.42 2403 T 0.34 0.08 G -S1 0.64 2984 T 0.43 0.21 S1-P 0.67 2984 T 0.43 0.24 P -O 0.83 4066 T 0.59 0.24 O -N 0.74 3871 T 0.56 0.18 N -S3 0.57 2703 T 0.39 0.18 S3-E 0.56 2703 T 0.39 0.17 E -D 0.39 2185 T 0.30 0.09 -------------Webs------------- A -L 0.05 188 C WindLd A -H 0.66 3770 C 1 Br H -G 0.24 1017 T G -B 0.13 552 T B -P 0.84 1743 T P -Q 0.55 677 C Q -O 0.14 312 T O -R 0.25 312 C O -S 0.31 626 T N -S 0.74 915 C N -C 0.91 1882 T E -C 0.06 252 T E -K 0.22 912 T K -D 0.60 3427 C 1 Br D -M 0.03 186 C WindLd TL Defl -0.43" in P -O L/999 LL Defl -0.19" in P -O L/999 Shear // Grain in B -Q 0.36 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI L MT20 2.0x 4.0 Ctr Ctr 0.24 H MT20 3.0x 8.0-1.0-0.7 0.87 B MT20 5.0x 5.0 Ctr-0.4 0.96 Q MT20 3.0x 5.0 Ctr Ctr 0.26 S2 MT20 3.0x 6.0 Ctr Ctr 0.58 R MT20 2.0x 4.0 Ctr Ctr 0.29 S MT20 3.0x 5.0 Ctr Ctr 0.34 C MT20 5.0x 5.0-0.5-0.4 0.93 K MT20 3.0x 7.0 1.2-0.8 0.84 M MT20 2.0x 4.0 Ctr Ctr 0.24 A MT20 6.0x 6.0 Ctr Ctr 0.84 G MT20 5.0x 6.0 Ctr-1.1 0.53 S1 MT20 5.0x 6.0 Ctr Ctr 0.63 P MT20 4.0x 6.0 Ctr Ctr 0.63 O MT20 4.0x 7.0 Ctr Ctr 0.37 N MT20 4.0x 6.0 Ctr Ctr 0.68 S3 MT20 5.0x 6.0 Ctr Ctr 0.57 E MT20 5.0x 6.0 Ctr-1.1 0.48 D MT20 6.0x 6.0 Ctr Ctr 0.77 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 4239 Lbs Max tens. force 4066 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:58:41 PM Page 1 February 2,2016 BC 8-0-14 12-7-10 19-7-12 26-7-14 37-3-8 37-3-8 9-7-4 9-5-2 8 8 8 TC 100810088-2-10 10021012-9-6 19-7-12 26-6-2 31-9-1 37-3-8 HO 2-5-0 HO 2-5-0 A 2x4 B 5x5 C 5x8 D 5x5 E 5x5 F 4x5 M 4x5 N 2x4 O 3x5 P 4x7 Q 3x5 R 4x7 S 2x4 T 3x5 S1 3x6 S2 4x5 W:308 R:1713 U: 635 W:308 R:1822 U: 635 ALL PLATES ARE MT2020 R_JAC-150 R2 Engineering T7970223 Job Mark Quan 1 Type SP Span 370308 P1-H1 8 Left OH 10- 8 Right OH 10- 8 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 339.4 LBS Scale: 0.161" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.92 2x 4 SP-1850f-1.7E -- 0.61 2x 4 SP-#2 B -C C -D E -N BC 0.84 2x 4 SP-1850f-1.7E -- 0.79 2x 4 SP-#2 A -S1 S1-S2 WB 1.00 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 37- 3- 8 BC Cont. 0- 0- 0 37- 3- 8 or 102.0" 0- 0- 0 37- 3- 8 One Continuous Lateral Brace P -S T -F Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1713 636 U 314 R F 1823 636 U 313 R Jt Brg Size Required A 3.5" 2.0" F 3.5" 2.2" Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 BC LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- M -B 0.92 1733 C 0.05 0.87 B -C 0.57 1455 C 0.14 0.43 C -D 0.52 1898 C 0.03 0.49 D -S 0.72 1875 C 0.02 0.70 S -E 0.72 1875 C 0.02 0.70 E -T 0.61 1815 C 0.14 0.47 T -N 0.50 146 T 0.03 0.47 --------Bottom Chords--------- A -R 0.46 273 T 0.00 0.46 R -S1 0.63 1672 T 0.18 0.45 S1-Q 0.72 1672 T 0.37 0.35 Q -P 0.79 1594 T 0.35 0.44 P -S2 0.74 1508 T 0.33 0.41 S2-O 0.84 1508 T 0.19 0.65 O -F 0.82 1386 T 0.17 0.65 -------------Webs------------- A -M 0.35 1642 C WindLd M -R 0.62 1510 T R -B 0.24 585 T R -C 1.00 882 C C -Q 0.36 304 C Q -D 0.28 522 T D -P 0.36 459 T P -S 0.29 660 C 1 Br P -E 0.56 620 T O -E 0.14 355 T O -T 0.13 322 T T -F 0.72 2033 C 1 Br F -N 0.07 211 T WindLd TL Defl -0.75" in O -F L/586 LL Defl -0.36" in O -F L/999 Shear // Grain in D -S 0.47 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI M MT20 4.0x 5.0 Ctr Ctr 0.66 B MT20 5.0x 5.0 Ctr-0.4 0.46 C MT20 5.0x 8.0 1.4-2.1 0.67 D MT20 5.0x 5.0 Ctr-0.4 0.46 S MT20 2.0x 4.0 Ctr Ctr 0.29 E MT20 5.0x 5.0 Ctr-0.4 0.46 T MT20 3.0x 5.0 0.8-0.6 0.84 N MT20 2.0x 4.0 Ctr Ctr 0.25 A MT20 2.0x 4.0 Ctr Ctr 0.50 R MT20 4.0x 7.0-0.5 Ctr 0.95 S1 MT20 3.0x 6.0 Ctr Ctr 0.63 Q MT20 3.0x 5.0 Ctr Ctr 0.32 P MT20 4.0x 7.0 Ctr Ctr 0.36 S2 MT20 4.0x 5.0 Ctr 0.2 0.60 O MT20 3.0x 5.0 Ctr Ctr 0.26 F MT20 4.0x 5.0 Ctr Ctr 0.64 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 2033 Lbs Max tens. force 1672 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:58:45 PM Page 1 February 2,2016 BC 5-0-14 7040615-7-10 23-7-14 30-4-13 37-3-8 37-3-8 11-7-4 11-5-2 8 8 8 TC 100810085-2-10 7021015-9-6 23-6-2 30-4-13 37-3-8 HO 2-5-0 HO 2-5-0 A 2x4 B 5x5 C 5x8 D 5x5 E 5x5 F 2x4 L 4x5 M 4x5 N 3x5 O 4x7 P 3x5 Q 3x5 R 3x5 S 3x5 S1 3x6 S2 3x6 S3 3x6 W:308 R:1835 U: 635 W:308 R:1756 U: 635 ALL PLATES ARE MT2020 R_JAC-150 R3 Engineering T7970224 Job Mark Quan 1 Type SP Span 370308 P1-H1 8 Left OH 10- 8 Right OH 10- 8 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 331.1 LBS Scale: 0.144" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.94 2x 4 SP-#2 -- 0.83 2x 4 SP-1850f-1.7E C -D D -E BC 0.70 2x 4 SP-#2 -- 0.65 2x 4 SP-1850f-1.7E S1-S2 WB 0.64 2x 4 SP-#3 -- 0.22 2x 4 SP-#2 D -O Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 37- 3- 8 or 24.0" 0- 0- 0 37- 3- 8 BC Cont. 0- 0- 0 37- 3- 8 or 90.0" 0- 0- 0 37- 3- 8 One Continuous Lateral Brace C -P D -O O -S Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1835 636 U 378 R F 1757 636 U 379 R Jt Brg Size Required A 3.5" 2.2" F 3.5" 2.1" Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 BC LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- L -B 0.55 1650 C 0.04 0.51 B -C 0.64 1865 C 0.02 0.62 C -D 0.74 1755 C 0.06 0.68 D -E 0.83 1373 C 0.01 0.82 E -S3 0.73 1620 C 0.07 0.66 S3-S 0.94 1730 C 0.15 0.79 S -M 0.92 1764 C 0.13 0.79 --------Bottom Chords--------- A -R 0.19 337 T 0.00 0.19 R -Q 0.58 1394 T 0.30 0.28 Q -S1 0.70 1880 T 0.41 0.29 S1-P 0.65 1880 T 0.24 0.41 P -O 0.59 1460 T 0.18 0.41 O -S2 0.52 1485 T 0.19 0.33 S2-N 0.62 1485 T 0.33 0.29 N -F 0.38 337 T 0.00 0.38 -------------Webs------------- A -L 0.38 1789 C WindLd L -R 0.62 1515 T R -B 0.34 567 C B -Q 0.50 1216 T Q -C 0.59 919 C C -P 0.28 537 C 1 Br P -D 0.26 641 T D -O 0.22 268 C 1 Br O -E 0.35 517 T O -S 0.09 267 T 1 Br N -S 0.23 260 C N -M 0.64 1562 T F -M 0.36 1702 C WindLd TL Defl -0.36" in Q -P L/999 LL Defl -0.18" in P -O L/999 Shear // Grain in D -E 0.43 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI L MT20 4.0x 5.0 Ctr Ctr 0.70 B MT20 5.0x 5.0 Ctr-0.4 0.80 C MT20 5.0x 8.0 1.4-2.1 0.67 D MT20 5.0x 5.0 Ctr-0.4 0.46 E MT20 5.0x 5.0 Ctr-0.4 0.46 S3 MT20 3.0x 6.0 Ctr Ctr 0.39 S MT20 3.0x 5.0 Ctr Ctr 0.30 M MT20 4.0x 5.0 Ctr Ctr 0.81 A MT20 2.0x 4.0 Ctr Ctr 0.55 R MT20 3.0x 5.0 Ctr Ctr 0.93 Q MT20 3.0x 5.0 Ctr Ctr 0.80 S1 MT20 3.0x 6.0 Ctr Ctr 0.99 P MT20 3.0x 5.0 Ctr Ctr 0.39 O MT20 4.0x 7.0 Ctr Ctr 0.25 S2 MT20 3.0x 6.0 Ctr Ctr 0.48 N MT20 3.0x 5.0 0.5 Ctr 0.98 F MT20 2.0x 4.0 Ctr Ctr 0.42 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 1865 Lbs Max tens. force 1880 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:58:49 PM Page 1 February 2,2016 BC 4-4-6 14-9-8 24-6-0 30-9-14 37-3-8 37-3-8 10-10-3 8 8 8 TC 1008100820210 402108-7-4 14-7-12 19-7-12 24-7-12 30-9-14 37-3-8 HO 2-5-0 HO 2-5-0 A 4x5 B 5x5 C 5x6 D 5x5 E 5x5 F 2x4 M 2x4 N 4x5 O 3x5 P 4x7 Q 4x7 R 4x7 S 3x5 T 3x5 U 3x5 S1 3x6 S2 4x5 S3 3x6 W:308 R:1827 U: 635 W:308 R:1786 U: 635 ALL PLATES ARE MT2020 R_JAC-150 R4 Engineering T7970225 Job Mark Quan 1 Type SP Span 370308 P1-H1 8 Left OH 10- 8 Right OH 10- 8 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 335.4 LBS Scale: 0.164" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.86 2x 4 SP-#2 BC 0.97 2x 4 SP-1850f-1.7E -- 0.79 2x 4 SP-#2 S2-F WB 0.57 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 37- 3- 8 or 36.0" 0- 0- 0 37- 3- 8 BC Cont. 0- 0- 0 37- 3- 8 or 108.0" 0- 0- 0 37- 3- 8 One Continuous Lateral Brace T -Q Q -U U -P P -S Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1828 636 U 356 R F 1787 636 U 358 R Jt Brg Size Required A 3.5" 2.2" F 3.5" 2.1" Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 BC LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- M -B 0.28 94 T 0.00 0.28 B -C 0.70 1902 C 0.03 0.67 C -T 0.62 2289 C 0.17 0.45 T -D 0.67 1867 C 0.07 0.60 D -U 0.54 1554 C 0.01 0.53 U -E 0.54 1440 C 0.01 0.53 E -S3 0.63 1699 C 0.06 0.57 S3-S 0.86 1800 C 0.15 0.71 S -N 0.84 1774 C 0.13 0.71 --------Bottom Chords--------- A -R 0.51 1034 T 0.13 0.38 R -S1 0.67 1785 T 0.22 0.45 S1-Q 0.97 1785 T 0.22 0.75 Q -P 0.95 1568 T 0.20 0.75 P -S2 0.64 1493 T 0.19 0.45 S2-O 0.79 1493 T 0.33 0.46 O -F 0.30 316 T 0.00 0.30 -------------Webs------------- A -M 0.04 218 C WindLd A -B 0.57 1931 C B -R 0.38 1572 T R -C 0.31 1216 C R -T 0.07 255 T T -Q 0.16 432 C 1 Br Q -D 0.42 705 T Q -U 0.08 164 T 1 Br U -P 0.23 377 C 1 Br P -E 0.42 648 T P -S 0.06 243 T 1 Br O -S 0.24 338 C O -N 0.38 1581 T F -N 0.24 1730 C WindLd TL Defl -0.48" in R -Q L/908 LL Defl -0.20" in R -Q L/999 Shear // Grain in B -C 0.43 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI M MT20 2.0x 4.0 Ctr Ctr 0.24 B MT20 5.0x 5.0 Ctr-0.4 0.90 C MT20 5.0x 6.0 1.4-2.1 0.67 T MT20 3.0x 5.0 Ctr Ctr 0.27 D MT20 5.0x 5.0 0.9-3.1 0.39 U MT20 3.0x 5.0 Ctr Ctr 0.27 E MT20 5.0x 5.0-0.9-3.1 0.36 S3 MT20 3.0x 6.0 Ctr Ctr 0.47 S MT20 3.0x 5.0 Ctr Ctr 0.30 N MT20 4.0x 5.0 Ctr Ctr 0.82 A MT20 4.0x 5.0 Ctr Ctr 0.56 R MT20 4.0x 7.0-0.5 Ctr 0.75 S1 MT20 3.0x 6.0 Ctr Ctr 0.58 Q MT20 4.0x 7.0 Ctr Ctr 0.26 P MT20 4.0x 7.0 Ctr Ctr 0.26 S2 MT20 4.0x 5.0 Ctr 0.2 0.57 O MT20 3.0x 5.0 Ctr Ctr 0.79 F MT20 2.0x 4.0 Ctr Ctr 0.39 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 2289 Lbs Max tens. force 1785 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:58:52 PM Page 1 February 2,2016 BC 6-3-14 12-7-12 22-7-12 28-11-10 35-3-8 35-3-8 10-10-3 8 TC 100810086-3-14 12-7-12 17-7-12 22-7-12 28-11-10 35-3-8 HO 2-5-0 HO 2-5-0 A 2x4 B 5x5 C 5x5 D 2x4E 4x7 F 4x7 H 3x5 J 4x5 K 4x6 L 3x5 M 3x5 N 3x8 O 3x5 S1 4x5 S2 4x5 S3 3x5 S4 3x5 W:308 R:1682 U: 603 W:308 R:1681 U: 602 ALL PLATES ARE MT2020 R_JAC-150 R5 Engineering T7970226 Job Mark Quan 1 Type SHPS Span 350308 P1-H1 8 Left OH 10- 8 Right OH 10- 8 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 315.7 LBS Scale: 0.173" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.85 2x 4 SP-#2 BC 0.85 2x 4 SP-#2 -- 0.70 2x 4 SP-1850f-1.7E S1-S2 WB 0.60 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 35- 3- 8 or 36.0" 0- 0- 0 35- 3- 8 BC Cont. 0- 0- 0 35- 3- 8 or 108.0" 0- 0- 0 35- 3- 8 One Continuous Lateral Brace M -F F -H H -E E -O Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1682 603 U 359 R D 1682 603 U 360 R Jt Brg Size Required A 3.5" 2.0" D 3.5" 2.0" Plus 6 Wind Load Case(s) Plus 2 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 BC LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- J -M 0.82 1642 C 0.12 0.70 M -S4 0.84 1654 C 0.14 0.70 S4-B 0.47 1551 C 0.14 0.33 B -H 0.38 1317 C 0.01 0.37 H -C 0.38 1317 C 0.01 0.37 C -S3 0.47 1551 C 0.14 0.33 S3-O 0.85 1654 C 0.14 0.71 O -K 0.83 1643 C 0.12 0.71 --------Bottom Chords--------- A -L 0.28 317 T 0.00 0.28 L -S1 0.85 1384 T 0.30 0.55 S1-F 0.69 1384 T 0.17 0.52 F -E 0.70 1389 T 0.17 0.53 E -S2 0.69 1385 T 0.17 0.52 S2-N 0.85 1385 T 0.30 0.55 N -D 0.28 318 T 0.00 0.28 -------------Webs------------- A -J 0.35 1626 C WindLd J -L 0.60 1469 T L -M 0.25 319 C M -F 0.08 251 T 1 Br F -B 0.38 575 T F -H 0.18 262 C 1 Br H -E 0.18 262 C 1 Br E -C 0.38 575 T E -O 0.09 252 T 1 Br N -O 0.25 320 C N -K 0.60 1470 T D -K 0.35 1625 C WindLd TL Defl -0.42" in F -E L/999 LL Defl -0.19" in F -E L/999 Shear // Grain in F -E 0.30 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI J MT20 4.0x 5.0 Ctr Ctr 0.63 M MT20 3.0x 5.0 Ctr Ctr 0.30 S4 MT20 3.0x 5.0 Ctr Ctr 0.42 B MT20 5.0x 5.0 0.9-3.1 0.34 H MT20 3.0x 5.0 Ctr Ctr 0.27 C MT20 5.0x 5.0-0.9-3.1 0.34 S3 MT20 3.0x 5.0 Ctr Ctr 0.42 O MT20 3.0x 5.0 Ctr Ctr 0.30 K MT20 4.0x 6.0 Ctr Ctr 0.87 A MT20 2.0x 4.0 Ctr Ctr 0.50 L MT20 3.0x 5.0 Ctr Ctr 0.96 S1 MT20 4.0x 5.0 Ctr 0.2 0.64 F MT20 4.0x 7.0 Ctr Ctr 0.26 E MT20 4.0x 7.0 Ctr Ctr 0.26 S2 MT20 4.0x 5.0 Ctr 0.2 0.64 N MT20 3.0x 8.0 2.0 Ctr 0.98 D MT20 2.0x 4.0 Ctr Ctr 0.40 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.76 Unbal snow loads checked Par-to-ridge not req’d Piggyback Cap: Peak Max comp. force 1654 Lbs Max tens. force 1470 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:58:56 PM Page 1 February 2,2016 BC 11-0-14 14-9-8 22-6-0 28-9-14 35-3-8 35-3-8 10-10-3 8 8 8 TC 100810084-2-4 11-2-10 13021014071222-7-12 28-9-14 35-3-8 HO 2-5-0 HO 2-5-0 A 4x5 B 5x5 C 5x6 D 6x6 E 5x5 F 2x4 K 2x4 L 4x5 M 3x5 N 4x7 O 3x5 P 4x7 Q 3x5 R 3x5 S1 4x5 S2 3x5 S3 3x5 W:308 R:1656 U: 603 W:308 R:1645 U: 603 ALL PLATES ARE MT2020 R_JAC-150 R6 Engineering T7970227 Job Mark Quan 1 Type SP Span 350308 P1-H1 8 Left OH 10- 8 Right OH 10- 8 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 338.0 LBS Scale: 0.158" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.86 2x 4 SP-#2 -- 0.76 2x 4 SP-1850f-1.7E D -E BC 0.96 2x 4 SP-#2 -- 0.73 2x 4 SP-1850f-1.7E A -S1 WB 0.59 2x 4 SP-#3 -- 0.13 2x 4 SP-#2 D -N Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 35- 3- 8 or 30.0" 0- 0- 0 35- 3- 8 BC Cont. 0- 0- 0 35- 3- 8 or 114.0" 0- 0- 0 35- 3- 8 One Continuous Lateral Brace A -Q P -C C -O D -N N -R Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1656 603 U 355 R F 1645 603 U 356 R Jt Brg Size Required A 3.5" 2.0" F 3.5" 1.9" Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 BC LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- K -Q 0.67 102 T 0.01 0.66 Q -B 0.86 1591 C 0.07 0.79 B -C 0.49 1321 C 0.01 0.48 C -D 0.73 1533 C 0.01 0.72 D -E 0.76 1270 C 0.01 0.75 E -S3 0.60 1489 C 0.04 0.56 S3-R 0.82 1590 C 0.14 0.68 R -L 0.80 1608 C 0.12 0.68 --------Bottom Chords--------- A -P 0.73 1143 T 0.14 0.59 P -S1 0.67 1402 T 0.17 0.50 S1-O 0.96 1402 T 0.31 0.65 O -N 0.86 1336 T 0.29 0.57 N -S2 0.86 1354 T 0.30 0.56 S2-M 0.60 1354 T 0.30 0.30 M -F 0.31 315 T 0.00 0.31 -------------Webs------------- A -K 0.08 139 C WindLd A -Q 0.48 1794 C 1 Br Q -P 0.12 304 T P -B 0.20 492 T P -C 0.21 427 C 1 Br C -O 0.22 454 C 1 Br O -D 0.46 638 T D -N 0.13 178 C 1 Br N -E 0.24 434 T N -R 0.08 240 T 1 Br M -R 0.22 272 C M -L 0.59 1433 T F -L 0.34 1592 C WindLd TL Defl -0.86" in A -P L/482 LL Defl -0.42" in A -P L/999 Shear // Grain in D -E 0.42 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI K MT20 2.0x 4.0 Ctr Ctr 0.25 Q MT20 3.0x 5.0-0.4-0.3 0.86 B MT20 5.0x 5.0 Ctr-0.4 0.46 C MT20 5.0x 6.0 1.0-2.4 0.67 D MT20 6.0x 6.0 1.1-3.7 0.54 E MT20 5.0x 5.0-0.9-3.1 0.33 S3 MT20 3.0x 5.0 Ctr Ctr 0.47 R MT20 3.0x 5.0 Ctr Ctr 0.30 L MT20 4.0x 5.0 Ctr Ctr 0.75 A MT20 4.0x 5.0 Ctr Ctr 0.55 P MT20 4.0x 7.0 Ctr Ctr 0.27 S1 MT20 4.0x 5.0 Ctr 0.2 0.91 O MT20 3.0x 5.0 Ctr Ctr 0.39 N MT20 4.0x 7.0 Ctr Ctr 0.25 S2 MT20 3.0x 5.0 Ctr Ctr 0.66 M MT20 3.0x 5.0 Ctr Ctr 0.94 F MT20 2.0x 4.0 Ctr Ctr 0.40 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 1794 Lbs Max tens. force 1433 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:00 PM Page 1 February 2,2016 BC 8-2-10 14-9-8 22-6-0 28-9-14 35-3-8 35-3-8 10-10-3 8 8 8 TC 100810084-2-4 8-2-10 10021014-7-12 22-7-12 28-9-14 35-3-8 HO 2-5-0 HO 2-5-0 A 4x5 B 5x5 C 5x6 D 5x5 E 6x6 F 2x4G 3x5 H 3x5 I 4x7 J 4x7 K 3x5 N 3x5 O 2x4 P 4x5 S1 3x5 S2 3x5 S3 3x5 W:308 R:1657 U: 603 W:308 R:1686 U: 603 ALL PLATES ARE MT2020 R_JAC-150 R7 Engineering T7970228 Job Mark Quan 1 Type SP Span 350308 P1-H1 8 Left OH 10- 8 Right OH 10- 8 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 324.2 LBS Scale: 0.168" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.81 2x 4 SP-#2 -- 0.80 2x 4 SP-1850f-1.7E D -E BC 0.92 2x 4 SP-#2 WB 0.81 2x 4 SP-#3 -- 0.09 2x 4 SP-#2 I -E Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 35- 3- 8 or 36.0" 0- 0- 0 35- 3- 8 BC Cont. 0- 0- 0 35- 3- 8 or 108.0" 0- 0- 0 35- 3- 8 One Continuous Lateral Brace A -K C -I I -E H -N Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1657 603 U 355 R F 1686 603 U 356 R Jt Brg Size Required A 3.5" 2.0" F 3.5" 2.0" Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 BC LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- O -K 0.29 121 T 0.02 0.27 K -B 0.39 1652 C 0.13 0.26 B -C 0.39 1377 C 0.01 0.38 C -D 0.60 1635 C 0.02 0.58 D -E 0.80 1373 C 0.01 0.79 E -S3 0.66 1547 C 0.04 0.62 S3-N 0.81 1648 C 0.14 0.67 N -P 0.79 1656 C 0.12 0.67 --------Bottom Chords--------- A -J 0.67 1188 T 0.26 0.41 J -S1 0.76 1580 T 0.35 0.41 S1-I 0.92 1580 T 0.35 0.57 I -H 0.86 1317 T 0.29 0.57 H -S2 0.85 1393 T 0.31 0.54 S2-G 0.59 1393 T 0.31 0.28 G -F 0.32 314 T 0.00 0.32 -------------Webs------------- A -O 0.10 174 T WindLd A -K 0.49 1863 C 1 Br K -J 0.15 367 T J -B 0.28 656 T J -C 0.81 715 C C -I 0.18 442 C 1 Br I -D 0.33 569 T I -E 0.09 190 T 1 Br H -E 0.18 417 T H -N 0.08 239 T 1 Br G -N 0.23 285 C G -P 0.61 1475 T F -P 0.35 1633 C WindLd TL Defl -0.32" in A -J L/999 LL Defl -0.15" in I -H L/999 Shear // Grain in D -E 0.43 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI O MT20 2.0x 4.0 Ctr Ctr 0.25 K MT20 3.0x 5.0 Ctr Ctr 0.87 B MT20 5.0x 5.0 Ctr-0.4 0.46 C MT20 5.0x 6.0 1.0-2.4 0.67 D MT20 5.0x 5.0 0.9-3.1 0.34 E MT20 6.0x 6.0-1.1-3.7 0.54 S3 MT20 3.0x 5.0 Ctr Ctr 0.47 N MT20 3.0x 5.0 Ctr Ctr 0.30 P MT20 4.0x 5.0 Ctr Ctr 0.77 A MT20 4.0x 5.0 Ctr Ctr 0.57 J MT20 4.0x 7.0 Ctr Ctr 0.27 S1 MT20 3.0x 5.0 Ctr Ctr 0.51 I MT20 4.0x 7.0 Ctr Ctr 0.26 H MT20 3.0x 5.0 Ctr Ctr 0.26 S2 MT20 3.0x 5.0 Ctr Ctr 0.66 G MT20 3.0x 5.0 Ctr Ctr 0.97 F MT20 2.0x 4.0 Ctr Ctr 0.40 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 1863 Lbs Max tens. force 1580 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:03 PM Page 1 February 2,2016 BC 5-2-10 14-9-8 22-6-0 28-9-14 35-3-8 35-3-8 10-10-3 8 8 8 TC 100810085-2-10 70210 14-7-12 22-7-12 28-9-14 35-3-8 HO 2-5-0 HO 2-5-0 A 2x4 B 5x5 C 5x6 D 5x5 E 6x6 F 2x4G 3x5 H 3x5 I 4x7 J 4x7 N 3x5 O 4x5 P 4x5 S1 3x5 S2 3x5 S3 3x5 W:308 R:1716 U: 603 W:308 R:1674 U: 603 ALL PLATES ARE MT2020 R_JAC-150 R8 Engineering T7970229 Job Mark Quan 1 Type SP Span 350308 P1-H1 8 Left OH 10- 8 Right OH 10- 8 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 305.2 LBS Scale: 0.173" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.82 2x 4 SP-#2 -- 0.78 2x 4 SP-1850f-1.7E C -D D -E BC 0.92 2x 4 SP-#2 -- 0.67 2x 4 SP-1850f-1.7E S1-S2 WB 0.66 2x 4 SP-#3 -- 0.09 2x 4 SP-#2 I -E Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 35- 3- 8 or 36.0" 0- 0- 0 35- 3- 8 BC Cont. 0- 0- 0 35- 3- 8 or 90.0" 0- 0- 0 35- 3- 8 One Continuous Lateral Brace C -I I -E H -N Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1716 603 U 356 R F 1675 603 U 356 R Jt Brg Size Required A 3.5" 2.0" F 3.5" 2.0" Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 BC LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- O -B 0.55 1559 C 0.04 0.51 B -C 0.36 1307 C 0.11 0.25 C -D 0.63 1633 C 0.04 0.59 D -E 0.78 1363 C 0.01 0.77 E -S3 0.64 1528 C 0.04 0.60 S3-N 0.82 1628 C 0.14 0.68 N -P 0.80 1643 C 0.12 0.68 --------Bottom Chords--------- A -J 0.55 315 T 0.00 0.55 J -S1 0.92 1684 T 0.37 0.55 S1-I 0.67 1684 T 0.21 0.46 I -H 0.62 1300 T 0.16 0.46 H -S2 0.46 1383 T 0.17 0.29 S2-G 0.55 1383 T 0.30 0.25 G -F 0.34 315 T 0.00 0.34 -------------Webs------------- A -O 0.36 1703 C WindLd O -J 0.59 1430 T J -B 0.24 600 T J -C 0.66 1004 C C -I 0.21 449 C 1 Br I -D 0.18 455 T I -E 0.09 211 T 1 Br H -E 0.20 406 T H -N 0.08 239 T 1 Br G -N 0.22 276 C G -P 0.60 1464 T F -P 0.35 1622 C WindLd TL Defl -0.44" in J -I L/936 LL Defl -0.19" in J -I L/999 Shear // Grain in D -E 0.43 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI O MT20 4.0x 5.0 Ctr Ctr 0.66 B MT20 5.0x 5.0 Ctr-0.4 0.46 C MT20 5.0x 6.0 1.0-2.4 0.67 D MT20 5.0x 5.0 0.9-3.1 0.34 E MT20 6.0x 6.0-1.1-3.7 0.54 S3 MT20 3.0x 5.0 Ctr Ctr 0.47 N MT20 3.0x 5.0 Ctr Ctr 0.30 P MT20 4.0x 5.0 Ctr Ctr 0.77 A MT20 2.0x 4.0 Ctr Ctr 0.52 J MT20 4.0x 7.0 Ctr Ctr 0.85 S1 MT20 3.0x 5.0 Ctr Ctr 0.70 I MT20 4.0x 7.0 Ctr Ctr 0.25 H MT20 3.0x 5.0 Ctr Ctr 0.26 S2 MT20 3.0x 5.0 Ctr Ctr 0.55 G MT20 3.0x 5.0 Ctr Ctr 0.96 F MT20 2.0x 4.0 Ctr Ctr 0.40 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 1703 Lbs Max tens. force 1684 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:07 PM Page 1 February 2,2016 BC 4-2-10 14-9-8 22-6-0 28-9-14 35-3-8 35-3-8 10-10-3 8 8 8 TC 1008100820210 40210 8-7-2 14-7-12 22-7-12 28-9-14 35-3-8 HO 2-5-0 HO 2-5-0 A 4x5 B 5x5 C 5x6 D 5x5 E 6x6 F 2x4G 3x5 H 3x5 I 4x7 J 4x7 M 3x5 N 2x4 O 4x5 P 3x5 S1 3x5 S2 3x5 S3 3x5 W:308 R:1744 U: 603 W:308 R:1690 U: 603 ALL PLATES ARE MT2020 R_JAC-150 R9 Engineering T7970230 Job Mark Quan 1 Type SP Span 350308 P1-H1 8 Left OH 10- 8 Right OH 10- 8 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 309.1 LBS Scale: 0.173" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.82 2x 4 SP-#2 -- 0.79 2x 4 SP-1850f-1.7E D -E BC 0.79 2x 4 SP-1850f-1.7E -- 0.57 2x 4 SP-#2 S2-F WB 0.54 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 35- 3- 8 or 36.0" 0- 0- 0 35- 3- 8 BC Cont. 0- 0- 0 35- 3- 8 or 114.0" 0- 0- 0 35- 3- 8 One Continuous Lateral Brace P -I I -E H -M Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1744 603 U 355 R F 1691 603 U 357 R Jt Brg Size Required A 3.5" 2.1" F 3.5" 2.0" Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 BC LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- N -B 0.27 94 T 0.00 0.27 B -C 0.65 1809 C 0.03 0.62 C -P 0.59 2167 C 0.17 0.42 P -D 0.62 1671 C 0.06 0.56 D -E 0.79 1398 C 0.01 0.78 E -S3 0.65 1548 C 0.04 0.61 S3-M 0.82 1649 C 0.14 0.68 M -O 0.80 1663 C 0.12 0.68 --------Bottom Chords--------- A -J 0.56 980 T 0.12 0.44 J -S1 0.70 1672 T 0.21 0.49 S1-I 0.79 1672 T 0.21 0.58 I -H 0.74 1317 T 0.16 0.58 H -S2 0.42 1399 T 0.17 0.25 S2-G 0.57 1399 T 0.31 0.26 G -F 0.34 315 T 0.00 0.34 -------------Webs------------- A -N 0.04 216 C WindLd A -B 0.54 1831 C B -J 0.36 1496 T J -C 0.29 1165 C J -P 0.08 288 T P -I 0.16 447 C 1 Br I -D 0.22 551 T I -E 0.09 241 T 1 Br H -E 0.18 386 T H -M 0.07 237 T 1 Br G -M 0.20 277 C G -O 0.36 1481 T F -O 0.22 1639 C WindLd TL Defl -0.54" in J -I L/764 LL Defl -0.24" in J -I L/999 Shear // Grain in D -E 0.43 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI N MT20 2.0x 4.0 Ctr Ctr 0.24 B MT20 5.0x 5.0 Ctr-0.4 0.86 C MT20 5.0x 6.0 1.4-2.1 0.67 P MT20 3.0x 5.0 Ctr Ctr 0.27 D MT20 5.0x 5.0 0.9-3.1 0.35 E MT20 6.0x 6.0-1.1-3.7 0.54 S3 MT20 3.0x 5.0 Ctr Ctr 0.47 M MT20 3.0x 5.0 Ctr Ctr 0.30 O MT20 4.0x 5.0 Ctr Ctr 0.78 A MT20 4.0x 5.0 Ctr Ctr 0.53 J MT20 4.0x 7.0-0.5 Ctr 0.71 S1 MT20 3.0x 5.0 Ctr Ctr 0.76 I MT20 4.0x 7.0 Ctr Ctr 0.25 H MT20 3.0x 5.0 Ctr Ctr 0.26 S2 MT20 3.0x 5.0 Ctr Ctr 0.46 G MT20 3.0x 5.0 Ctr Ctr 0.74 F MT20 2.0x 4.0 Ctr Ctr 0.37 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 2167 Lbs Max tens. force 1672 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:11 PM Page 1 February 2,2016 BC 6-3-14 12-7-12 20-7-12 26-11-10 33-3-8 33-3-8 10-10-3 8 TC 10086-3-14 12-7-12 20-7-12 26-11-10 33-3-8 HO 2-5-0 HO 2-5-0 A 2x4 B 5x5 C 6x6 D 2x4E 3x5 F 4x7 I 4x5 J 4x5 K 3x5 L 3x5 M 3x7 N 3x5 S1 3x5 S2 3x5 S3 3x5 W:308 R:1570 U: 570 W:308 R:1529 U: 541 ALL PLATES ARE MT2020 R_JAC-150 R10 Engineering T7970231 Job Mark Quan 2 Type SHPS Span 330308 P1-H1 8 Left OH 10- 8 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 287.5 LBS Scale: 0.179" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.81 2x 4 SP-#2 -- 0.78 2x 4 SP-1850f-1.7E B -C BC 0.85 2x 4 SP-#2 WB 0.56 2x 4 SP-#3 -- 0.12 2x 4 SP-#2 F -C Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 33- 3- 8 or 36.0" 0- 0- 0 33- 3- 8 BC Cont. 0- 0- 0 33- 3- 8 or 114.0" 0- 0- 0 33- 3- 8 One Continuous Lateral Brace L -F F -C E -N Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1571 571 U 358 R D 1530 542 U 360 R Jt Brg Size Required A 3.5" 1.9" D 3.5" 1.8" Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 BC LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- I -L 0.79 1516 C 0.11 0.68 L -S1 0.81 1480 C 0.13 0.68 S1-B 0.60 1377 C 0.04 0.56 B -C 0.78 1179 C 0.01 0.77 C -N 0.80 1445 C 0.13 0.67 N -J 0.78 1533 C 0.11 0.67 --------Bottom Chords--------- A -K 0.31 316 T 0.00 0.31 K -S3 0.53 1277 T 0.28 0.25 S3-F 0.79 1277 T 0.28 0.51 F -E 0.82 1197 T 0.26 0.56 E -S2 0.85 1292 T 0.28 0.57 S2-M 0.58 1292 T 0.28 0.30 M -D 0.32 318 T 0.00 0.32 -------------Webs------------- A -I 0.32 1520 C WindLd I -K 0.56 1356 T K -L 0.19 251 C L -F 0.08 247 T 1 Br F -B 0.18 398 T F -C 0.12 166 T 1 Br E -C 0.18 446 T E -N 0.08 247 T 1 Br M -N 0.20 260 C M -J 0.56 1371 T D -J 0.32 1478 C WindLd TL Defl -0.28" in F -E L/999 LL Defl -0.14" in F -E L/999 Shear // Grain in B -C 0.43 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI I MT20 4.0x 5.0 Ctr Ctr 0.59 L MT20 3.0x 5.0 Ctr Ctr 0.30 S1 MT20 3.0x 5.0 Ctr Ctr 0.52 B MT20 5.0x 5.0 0.9-3.1 0.33 C MT20 6.0x 6.0-1.1-3.7 0.54 N MT20 3.0x 5.0 Ctr Ctr 0.30 J MT20 4.0x 5.0 Ctr Ctr 0.97 A MT20 2.0x 4.0 Ctr Ctr 0.46 K MT20 3.0x 5.0 Ctr Ctr 0.89 S3 MT20 3.0x 5.0 Ctr Ctr 0.57 F MT20 4.0x 7.0 Ctr Ctr 0.25 E MT20 3.0x 5.0 Ctr Ctr 0.27 S2 MT20 3.0x 5.0 Ctr Ctr 0.66 M MT20 3.0x 7.0 2.0 Ctr 1.00 D MT20 2.0x 4.0 Ctr Ctr 0.36 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 1533 Lbs Max tens. force 1371 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:14 PM Page 1 February 2,2016 BC 6-3-14 13-9-6 19-6-2 26-11-10 33-3-8 33-3-8 11-7-4 11-5-2 8 TC 10086-3-14 13-9-6 19-6-2 26-11-10 33-3-8 HO 2-5-0 HO 2-5-0 A 2x4 B 5x5 C 5x5 D 2x4E 3x5 F 4x7 G 3x5 H 3x5 I 3x5 L 3x5 M 4x5 N 4x5 S1 3x5 S2 3x5 S3 3x5 S4 3x5 W:308 R:1577 U: 570 W:308 R:1511 U: 541 ALL PLATES ARE MT2020 R_JAC-150 R11 Engineering T7970232 Job Mark Quan 1 Type SHPS Span 330308 P1-H1 8 Left OH 10- 8 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 292.6 LBS Scale: 0.169" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.95 2x 4 SP-#2 BC 0.71 2x 4 SP-#2 WB 0.57 2x 4 SP-#3 -- 0.13 2x 4 SP-#2 B -F Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 33- 3- 8 BC Cont. 0- 0- 0 33- 3- 8 or 114.0" 0- 0- 0 33- 3- 8 One Continuous Lateral Brace I -G B -F F -L Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1577 571 U 378 R D 1512 542 U 378 R Jt Brg Size Required A 3.5" 1.9" D 3.5" 1.8" Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 BC LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- M -I 0.92 1538 C 0.11 0.81 I -S1 0.93 1464 C 0.12 0.81 S1-B 0.95 1336 C 0.07 0.88 B -C 0.73 1131 C 0.01 0.72 C -S4 0.95 1324 C 0.06 0.89 S4-L 0.93 1449 C 0.12 0.81 L -N 0.92 1528 C 0.11 0.81 --------Bottom Chords--------- A -H 0.40 337 T 0.00 0.40 H -S2 0.63 1303 T 0.28 0.35 S2-G 0.71 1303 T 0.29 0.42 G -F 0.67 1140 T 0.25 0.42 F -S3 0.67 1296 T 0.28 0.39 S3-E 0.63 1296 T 0.28 0.35 E -D 0.40 337 T 0.00 0.40 -------------Webs------------- A -M 0.33 1532 C WindLd M -H 0.57 1383 T H -I 0.17 225 T I -G 0.11 279 T 1 Br G -B 0.25 417 T B -F 0.13 184 T 1 Br F -C 0.25 408 T F -L 0.12 281 T 1 Br E -L 0.17 225 T E -N 0.56 1375 T D -N 0.31 1467 C WindLd TL Defl -0.22" in H -G L/999 LL Defl -0.10" in F -E L/999 Shear // Grain in I -S1 0.33 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI M MT20 4.0x 5.0 Ctr Ctr 0.60 I MT20 3.0x 5.0 Ctr Ctr 0.30 S1 MT20 3.0x 5.0 Ctr Ctr 0.66 B MT20 5.0x 5.0 Ctr-0.4 0.47 C MT20 5.0x 5.0 Ctr-0.4 0.46 S4 MT20 3.0x 5.0 Ctr Ctr 0.67 L MT20 3.0x 5.0 Ctr Ctr 0.30 N MT20 4.0x 5.0 Ctr Ctr 0.69 A MT20 2.0x 4.0 Ctr Ctr 0.47 H MT20 3.0x 5.0 Ctr Ctr 0.90 S2 MT20 3.0x 5.0 Ctr Ctr 0.42 G MT20 3.0x 5.0 Ctr Ctr 0.26 F MT20 4.0x 7.0 Ctr Ctr 0.26 S3 MT20 3.0x 5.0 Ctr Ctr 0.42 E MT20 3.0x 5.0 Ctr Ctr 0.90 D MT20 2.0x 4.0 Ctr Ctr 0.36 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 1538 Lbs Max tens. force 1383 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:18 PM Page 1 February 2,2016 BC 10-7-10 16-7-12 22-7-14 33-3-8 33-3-8 9-7-4 9-5-2 8 TC 10085-4-11 10-9-6 16-7-12 22-6-2 27-10-13 33-3-8 HO 2-5-0 HO 2-5-0 A 4x5 B 5x5 C 5x5 D 4x5E 3x5 F 3x5 G 3x5 I 3x5 J 2x4 K 2x4 L 4x7 M 2x4 S1 4x5 S2 4x5W:308 R:1646 U: 570 W:308 R:1589 U: 541 ALL PLATES ARE MT2020 R_JAC-150 R12 Engineering T7970233 Job Mark Quan 1 Type SHPS Span 330308 P1-H1 8 Left OH 10- 8 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 290.0 LBS Scale: 0.180" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.88 2x 4 SP-#2 BC 0.81 2x 4 SP-1850f-1.7E -- 0.70 2x 4 SP-#2 S1-S2 WB 0.60 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 33- 3- 8 or 42.0" 0- 0- 0 33- 3- 8 BC Cont. 0- 0- 0 33- 3- 8 or 120.0" 0- 0- 0 33- 3- 8 One Continuous Lateral Brace A -G L -M I -D Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1646 571 U 314 R D 1590 542 U 314 R Jt Brg Size Required A 3.5" 1.9" D 3.5" 1.9" Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 BC LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- J -G 0.50 142 T 0.03 0.47 G -B 0.60 1573 C 0.13 0.47 B -M 0.88 1469 C 0.02 0.86 M -C 0.88 1469 C 0.02 0.86 C -I 0.60 1574 C 0.13 0.47 I -K 0.50 142 T 0.03 0.47 --------Bottom Chords--------- A -F 0.80 1215 T 0.15 0.65 F -S1 0.81 1305 T 0.16 0.65 S1-L 0.70 1305 T 0.29 0.41 L -S2 0.70 1305 T 0.29 0.41 S2-E 0.81 1305 T 0.16 0.65 E -D 0.80 1216 T 0.15 0.65 -------------Webs------------- A -J 0.11 204 T WindLd A -G 0.60 1791 C 1 Br G -F 0.10 259 T F -B 0.16 390 T B -L 0.42 383 T L -M 0.25 574 C 1 Br L -C 0.42 383 T E -C 0.16 393 T E -I 0.10 258 T I -D 0.60 1793 C 1 Br D -K 0.06 175 T WindLd TL Defl -0.72" in E -D L/546 LL Defl -0.35" in A -F L/999 Shear // Grain in B -M 0.40 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI J MT20 2.0x 4.0 Ctr Ctr 0.25 G MT20 3.0x 5.0 Ctr Ctr 0.82 B MT20 5.0x 5.0 Ctr-0.4 0.46 M MT20 2.0x 4.0 Ctr Ctr 0.29 C MT20 5.0x 5.0 Ctr-0.4 0.46 I MT20 3.0x 5.0 Ctr Ctr 0.82 K MT20 2.0x 4.0 Ctr Ctr 0.25 A MT20 4.0x 5.0 Ctr Ctr 0.56 F MT20 3.0x 5.0 Ctr Ctr 0.26 S1 MT20 4.0x 5.0 Ctr 0.2 0.57 L MT20 4.0x 7.0 Ctr Ctr 0.26 S2 MT20 4.0x 5.0 Ctr 0.2 0.57 E MT20 3.0x 5.0 Ctr Ctr 0.26 D MT20 4.0x 5.0 Ctr Ctr 0.56 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 1793 Lbs Max tens. force 1305 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:22 PM Page 1 February 2,2016 BC 7-7-10 13-7-11 19-7-13 25-6-2 33-3-8 33-3-8 7-7-4 7-5-2 8 TC 10083-10-11 7-9-6 13-7-11 19-7-13 25-6-2 29-4-13 33-3-8 HO 2-5-0 HO 2-5-0 A 6x8 B 5x5 C 5x5 D 6x8F 5x8 I 7x8 J 3x7 N 3x5 O 2x4 P 2x4 Q 5x8 R 7x8 S 3x5 T 2x4 S1 7x8 S2 7x8 S3 3x5 W:308 R:2760 U:1071 HGR R:2003 U: 761 ALL PLATES ARE MT2020 R_JAC-150 R13 Engineering T7970234 Job Mark Quan 1 Type SHPS Span 330308 P1-H1 8 Left OH 10- 8 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 398.9 LBS Scale: 0.180" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.96 2x 4 SP-#2 -- 0.63 2x 4 SP-1850f-1.7E B -S3 BC 0.96 2x12 SP-#2 WB 0.74 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 33- 3- 8 BC Cont. 0- 0- 0 33- 3- 8 or 114.0" 0- 0- 0 33- 3- 8 One Continuous Lateral Brace A -J S -Q N -D Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 2760 1071 U 236 R D 2004 762 U 236 R Jt Brg Size Required A 3.5" 3.3" D 3.5" 2.4" LC# 1 BCLS & Snow Load Dur Fctrs - Lbr 1.15 Plt 1.15 plf - Dead Live* From To TC V 20 40 0.0’ 33.3’ BC V 20 0 0.0’ 33.3’ BC V 29 29 7.6’ 11.2’ BC V 0 40 7.8’ 10.1’ BC V 0 40 13.8’ 16.1’ BC V 0 40 23.2’ 25.5’ BC V 200 200 7.6’ CL-LB BC V 582 582 11.2’ CL-LB Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- O -J 0.29 111 T 0.00 0.29 J -B 0.74 3185 C 0.16 0.58 B -S 0.63 3484 C 0.12 0.51 S -S3 0.48 2878 C 0.06 0.42 S3-T 0.75 2878 C 0.10 0.65 T -C 0.96 2878 C 0.16 0.80 C -N 0.48 2235 C 0.06 0.42 N -P 0.32 109 T 0.02 0.30 --------Bottom Chords--------- A -I 0.33 2180 T 0.24 0.09 I -S1 0.96 2668 T 0.30 0.66 S1-R 0.71 2668 T 0.30 0.41 R -Q 0.61 3484 T 0.39 0.22 Q -S2 0.32 1879 T 0.21 0.11 S2-F 0.32 1879 T 0.21 0.11 F -D 0.23 1564 T 0.17 0.06 -------------Webs------------- A -O 0.04 170 C WindLd A -J 0.56 3347 C 1 Br J -I 0.20 849 T I -B 0.18 745 T B -R 0.59 1227 T R -S 0.12 518 T S -Q 0.34 961 C 1 Br Q -T 0.32 439 C Q -C 0.74 1502 T F -C 0.14 184 C F -N 0.13 568 T N -D 0.40 2400 C 1 Br D -P 0.02 134 T WindLd TL Defl -0.28" in I -R L/999 LL Defl -0.12" in I -R L/999 Shear // Grain in S1-R 0.39 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI O MT20 2.0x 4.0 Ctr Ctr 0.25 J MT20 3.0x 7.0-0.8-0.6 0.89 B MT20 5.0x 5.0 Ctr-0.4 0.66 S MT20 3.0x 5.0 Ctr Ctr 0.40 S3 MT20 3.0x 5.0 Ctr Ctr 0.40 T MT20 2.0x 4.0 Ctr Ctr 0.29 C MT20 5.0x 5.0 Ctr-0.4 0.81 N MT20 3.0x 5.0 0.8-0.6 0.82 P MT20 2.0x 4.0 Ctr Ctr 0.25 A MT20 6.0x 8.0 0.5 Ctr 0.94 I MT20 7.0x 8.0-0.5-2.1 0.40 S1 MT20 7.0x 8.0 Ctr Ctr 0.71 R MT20 7.0x 8.0-0.5-2.1 0.60 Q MT20 5.0x 8.0 Ctr Ctr 0.54 S2 MT20 7.0x 8.0 Ctr Ctr 0.53 F MT20 5.0x 8.0 0.5 Ctr 0.14 D MT20 6.0x 8.0-0.5 Ctr 0.67 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 3484 Lbs Max tens. force 3484 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:26 PM Page 1 This truss is NOT symmetric. Proper orientation is essential. February 2,2016 BC 8-3-11 16-9-5 22-0-0 22-0-0 7-11-7 8 TC 3-3-12 8-3-11 11-10-1 16-9-5 22-0-0 HO 2-5-0 HO 5-5-1 A 3x4 B 4x4 C 4x5 D 3x4 E 1x4 I 1x4 J 3x7 K 3x6 L 3x4 M 1x4 S1 3x4 W:308 R: 880 U: 345 HGR R: 949 U: 370 ALL PLATES ARE MT2020 R_JAC-150 R14 Engineering T7970235 Job Mark Quan 1 Type SP Span 220000 P1-H1 8 Left OH 0 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 182.5 LBS Scale: 0.255" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.63 2x 4 SP-#2 BC 0.74 2x 4 SP-#2 WB 0.51 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 22- 0- 0 or 48.0" 0- 0- 0 22- 0- 0 BC Cont. 0- 0- 0 22- 0- 0 or 114.0" 0- 0- 0 22- 0- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 880 346 U 247 R E 950 370 U 325 R Jt Brg Size Required A 3.5" 1.5" E 3.5" 1.5" Plus 6 Wind Load Case(s) Plus 7 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- I -L 0.32 93 T 0.02 0.30 L -B 0.37 736 C 0.07 0.30 B -C 0.24 731 C 0.08 0.16 C -M 0.63 733 C 0.00 0.63 M -D 0.63 733 C 0.00 0.63 --------Bottom Chords--------- A -K 0.69 547 T 0.06 0.63 K -S1 0.74 908 T 0.11 0.63 S1-J 0.48 908 T 0.11 0.37 J -E 0.37 228 T 0.00 0.37 -------------Webs------------- A -I 0.07 100 T WindLd A -L 0.51 923 C L -K 0.05 163 T K -B 0.30 565 T K -C 0.43 560 C C -J 0.27 284 C J -M 0.25 495 C J -D 0.43 1041 T E -D 0.47 912 C WindLd TL Defl -0.28" in A -K L/916 LL Defl -0.13" in A -K L/999 Shear // Grain in M -D 0.35 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI I MT20 1.0x 4.0 Ctr Ctr 0.50 L MT20 3.0x 4.0 Ctr Ctr 0.74 B MT20 4.0x 4.0 Ctr Ctr 0.42 C MT20 4.0x 5.0-0.3-2.2 0.67 M MT20 1.0x 4.0 Ctr Ctr 0.58 D MT20 3.0x 4.0 Ctr Ctr 0.70 A MT20 3.0x 4.0 Ctr Ctr 0.46 K MT20 3.0x 6.0 Ctr Ctr 0.47 S1 MT20 3.0x 4.0 Ctr Ctr 0.39 J MT20 3.0x 7.0 0.5 Ctr 0.64 E MT20 1.0x 4.0 Ctr Ctr 0.58 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 923 Lbs Max tens. force 1041 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:29 PM Page 1 February 2,2016 BC 8-3-11 14-8-5 22-0-0 22-0-0 7-11-7 8 TC 3-3-12 8-3-11 14-10-1 22-0-0 HO 2-5-0 HO 3-5-1 A 3x4 B 4x4 C 4x6 D 3x4 E 1x4 H 1x4 J 3x7 K 3x4 L 3x4 S1 3x4 W:308 R: 880 U: 354 HGR R: 880 U: 361 ALL PLATES ARE MT2020 R_JAC-150 R15 Engineering T7970236 Job Mark Quan 1 Type SP Span 220000 P1-H1 8 Left OH 0 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 166.6 LBS Scale: 0.255" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.88 2x 4 SP-1850f-1.7E -- 0.70 2x 4 SP-#2 H -B B -C BC 0.67 2x 4 SP-#2 WB 0.83 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 22- 0- 0 or 42.0" 0- 0- 0 22- 0- 0 BC Cont. 0- 0- 0 22- 0- 0 or 90.0" 0- 0- 0 22- 0- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 880 355 U 255 R E 880 361 U 281 R Jt Brg Size Required A 3.5" 1.5" E 3.5" 1.5" Plus 6 Wind Load Case(s) Plus 7 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- H -K 0.31 96 T 0.01 0.30 K -B 0.38 732 C 0.08 0.30 B -C 0.70 747 C 0.00 0.70 C -D 0.88 1351 C 0.01 0.87 --------Bottom Chords--------- A -J 0.56 542 T 0.06 0.50 J -S1 0.67 1364 T 0.17 0.50 S1-L 0.51 1364 T 0.17 0.34 L -E 0.39 221 T 0.00 0.39 -------------Webs------------- A -H 0.07 106 T WindLd A -K 0.50 915 C K -J 0.06 165 T J -B 0.23 530 T J -C 0.83 849 C L -C 0.12 454 C L -D 0.69 1474 T E -D 0.21 814 C WindLd TL Defl -0.36" in A -J L/714 LL Defl -0.17" in A -J L/999 Shear // Grain in C -D 0.40 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI H MT20 1.0x 4.0 Ctr Ctr 0.50 K MT20 3.0x 4.0 Ctr Ctr 0.73 B MT20 4.0x 4.0 Ctr Ctr 0.42 C MT20 4.0x 6.0-1.5-1.4 0.67 D MT20 3.0x 4.0-0.5-0.2 0.85 A MT20 3.0x 4.0 Ctr Ctr 0.45 J MT20 3.0x 7.0 Ctr Ctr 0.57 S1 MT20 3.0x 4.0 Ctr Ctr 0.50 L MT20 3.0x 4.0 0.5 Ctr 0.91 E MT20 1.0x 4.0 Ctr Ctr 0.58 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 1351 Lbs Max tens. force 1474 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:32 PM Page 1 February 2,2016 BC 4-3-12 13-11-13 22-3-8 22-3-8 9-11-10 2-0-2D2-0-2C 8 6 TC 4-5-8 9-1-6 13-11-13 18-10-4 22-3-8 HO 7-12 HO 2-5-1 A 3x5 B 4x4 C 3x4D 5x8 E 3x6 F 1x4 G 4x5 H 3x4 I 1x4 S1 3x4 S2 3x4 W:308 R: 891 U: 351 W:308 R: 891 U: 374 ALL PLATES ARE MT2020 R_JAC-150 R16 Engineering T7970237 Job Mark Quan 7 Type SP Span 220308 P1-H1 8 Left OH 0 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 163.4 LBS Scale: 0.211" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.65 2x 4 SP-#2 BC 0.98 2x 6 SP-#2 -- 0.89 2x 4 SP-#2 D -S1 S1-C WB 0.76 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 22- 3- 8 or 30.0" 0- 0- 0 22- 3- 8 BC Cont. 0- 0- 0 22- 3- 8 or 72.0" 0- 0- 0 22- 3- 8 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 892 351 U 243 R C 892 375 U 295 R Jt Brg Size Required A 3.5" 1.5" C 3.5" 1.5" Plus 6 Wind Load Case(s) Plus 2 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -F 0.61 2995 C 0.09 0.52 F -S2 0.64 2947 C 0.14 0.50 S2-G 0.65 2869 C 0.28 0.37 G -B 0.45 763 C 0.08 0.37 B -H 0.36 755 C 0.08 0.28 H -I 0.31 98 T 0.01 0.30 --------Bottom Chords--------- A -D 0.98 2649 T 0.42 0.56 D -S1 0.57 1079 T 0.13 0.44 S1-E 0.89 1079 T 0.13 0.76 E -C 0.82 563 T 0.06 0.76 -------------Webs------------- D -F 0.08 237 T D -G 0.76 1858 T G -E 0.51 612 C E -B 0.32 571 T E -H 0.06 163 T H -C 0.52 939 C C -I 0.05 108 T WindLd TL Defl -0.66" in D -E L/397 LL Defl -0.24" in D -E L/999 Hz Disp LL DL TL Jt C 0.11" 0.16" 0.28" Shear // Grain in A -F 0.24 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 3.0x 5.0 Ctr Ctr 0.96 F MT20 1.0x 4.0 Ctr Ctr 0.47 S2 MT20 3.0x 4.0 Ctr Ctr 0.77 G MT20 4.0x 5.0-1.1-1.0 0.98 B MT20 4.0x 4.0 Ctr Ctr 0.42 H MT20 3.0x 4.0 Ctr Ctr 0.51 I MT20 1.0x 4.0 Ctr Ctr 0.50 D MT20 5.0x 8.0 2.0-1.0 0.98 S1 MT20 3.0x 4.0 Ctr Ctr 0.79 E MT20 3.0x 6.0 Ctr Ctr 0.53 C MT20 3.0x 4.0 Ctr Ctr 0.46 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.76 Unbal snow loads checked Par-to-ridge not req’d Max comp. force 2995 Lbs Max tens. force 2649 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:35 PM Page 1 February 2,2016 BC 4-3-12 12-5-9 15-6-0 22-3-8 22-3-8 9-0-10 8-10-8 2-0-2E 2-0-2D 8 6 TC 4-5-8 8-8-15 12-7-5 15-4-4 22-3-8 HO 7-12 HO 2-5-0 A 3x5 B 5x5 C 4x4 D 1x4E 5x8 I 3x4 J 3x6 K 3x4 L 1x4 M 5x6 S1 3x4 W:308 R: 901 U: 351 W:308 R: 982 U: 374 ALL PLATES ARE MT2020 R_JAC-150 R17 Engineering T7970238 Job Mark Quan 1 Type SP Span 220308 P1-H1 8 Left OH 0 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 174.3 LBS Scale: 0.229" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.63 2x 4 SP-#2 -- 0.59 2x 4 SP-1850f-1.7E C -I BC 0.74 2x 6 SP-#1 -- 0.50 2x 4 SP-#2 E -S1 S1-D WB 0.75 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 22- 3- 8 or 30.0" 0- 0- 0 22- 3- 8 BC Cont. 0- 0- 0 22- 3- 8 or 78.0" 0- 0- 0 22- 3- 8 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 902 351 U 214 R D 983 375 U 267 R Jt Brg Size Required A 3.5" 1.5" D 3.5" 1.5" Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -L 0.59 3103 C 0.09 0.50 L -M 0.63 3007 C 0.14 0.49 M -B 0.44 957 C 0.01 0.43 B -C 0.35 692 C 0.08 0.27 C -I 0.59 816 C 0.01 0.58 --------Bottom Chords--------- A -E 0.74 2742 T 0.29 0.45 E -S1 0.50 1212 T 0.27 0.23 S1-K 0.50 1212 T 0.27 0.23 K -J 0.46 772 T 0.09 0.37 J -D 0.33 225 T 0.00 0.33 -------------Webs------------- E -L 0.08 229 T E -M 0.75 1824 T M -K 0.38 647 C K -B 0.24 598 T B -J 0.22 230 C J -C 0.06 194 T J -I 0.30 728 T D -I 0.20 923 C WindLd TL Defl -0.51" in E -K L/506 LL Defl -0.19" in A -E L/999 Hz Disp LL DL TL Jt D 0.11" 0.15" 0.27" Shear // Grain in C -I 0.33 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 3.0x 5.0 Ctr Ctr 1.00 L MT20 1.0x 4.0 Ctr Ctr 0.47 M MT20 5.0x 6.0-2.3-1.6 0.99 B MT20 5.0x 5.0 Ctr-0.4 0.49 C MT20 4.0x 4.0 Ctr Ctr 0.58 I MT20 3.0x 4.0 Ctr Ctr 0.71 E MT20 5.0x 8.0 2.0-1.0 0.97 S1 MT20 3.0x 4.0 Ctr Ctr 0.58 K MT20 3.0x 4.0 Ctr Ctr 0.46 J MT20 3.0x 6.0 Ctr Ctr 0.72 D MT20 1.0x 4.0 Ctr Ctr 0.58 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 3103 Lbs Max tens. force 2742 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:39 PM Page 1 February 2,2016 BC 4-3-12 9-7-5 18-6-0 22-3-8 22-3-8 7-0-10 6-10-8 2-0-2E2-0-2D 8 6 TC 4-5-8 9-7-5 18-4-4 22-3-8 HO 7-12 HO 2-5-0 A 3x5 B 4x4 C 5x5 D 1x4E 5x5 F 3x8 G 3x4 H 3x4 I 3x4 S1 3x4 W:308 R: 891 U: 351 W:308 R: 891 U: 374 ALL PLATES ARE MT2020 R_JAC-150 R18 Engineering T7970239 Job Mark Quan 1 Type SP Span 220308 P1-H1 8 Left OH 0 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 153.3 LBS Scale: 0.273" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.97 2x 4 SP-1850f-1.7E -- 0.82 2x 4 SP-#2 A -B C -H BC 0.98 2x 6 SP-#2 -- 0.81 2x 4 SP-#2 E -S1 S1-D WB 0.74 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 22- 3- 8 BC Cont. 0- 0- 0 22- 3- 8 or 60.0" 0- 0- 0 22- 3- 8 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 892 351 U 155 R D 892 374 U 207 R Jt Brg Size Required A 3.5" 1.5" D 3.5" 1.5" Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -G 0.56 2892 C 0.09 0.47 G -B 0.82 1291 C 0.01 0.81 B -C 0.97 1104 C 0.01 0.96 C -H 0.76 756 C 0.00 0.76 --------Bottom Chords--------- A -E 0.98 2549 T 0.40 0.58 E -F 0.81 2373 T 0.52 0.29 F -S1 0.55 671 T 0.08 0.47 S1-I 0.56 671 T 0.08 0.48 I -D 0.48 171 T 0.00 0.48 -------------Webs------------- E -G 0.43 1040 T G -F 0.74 1420 C F -B 0.12 379 T F -C 0.44 502 T I -C 0.11 246 C I -H 0.32 775 T D -H 0.19 881 C WindLd TL Defl -0.45" in F -I L/579 LL Defl -0.18" in F -I L/999 Hz Disp LL DL TL Jt D 0.10" 0.15" 0.25" Shear // Grain in B -C 0.50 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 3.0x 5.0 Ctr Ctr 0.93 G MT20 3.0x 4.0-0.4-0.3 0.74 B MT20 4.0x 4.0 Ctr Ctr 0.58 C MT20 5.0x 5.0 Ctr-0.4 0.47 H MT20 3.0x 4.0 Ctr Ctr 0.68 E MT20 5.0x 5.0 Ctr-1.0 0.63 F MT20 3.0x 8.0-0.5 Ctr 0.64 S1 MT20 3.0x 4.0 Ctr Ctr 0.44 I MT20 3.0x 4.0 Ctr Ctr 0.50 D MT20 1.0x 4.0 Ctr Ctr 0.58 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 2892 Lbs Max tens. force 2549 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:43 PM Page 1 February 2,2016 BC 4-3-12 13-11-13 22-3-8 22-3-8 5-0-10 4-10-8 2-0-2E 2-0-2D 8 6 TC 4-5-8 6-7-5 13-11-13 21-4-4 220308HO 7-12 HO 2-5-0 A 3x5 B 4x6 C 6x6 D 3x4E 5x8 F 4x9 G 1x4 H 1x4 I 1x4 S1 3x4 W:308 R: 891 U: 351 W:308 R:1006 U: 374 ALL PLATES ARE MT2020 R_JAC-150 R19 Engineering T7970240 Job Mark Quan 1 Type SP Span 220308 P1-H1 8 Left OH 0 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 143.1 LBS Scale: 0.273" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.69 2x 4 SP-1850f-1.7E -- 0.29 2x 4 SP-#2 C -I BC 0.89 2x 4 SP-#2 -- 0.85 2x 6 SP-#2 A -E WB 0.84 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 22- 3- 8 or 42.0" 0- 0- 0 22- 3- 8 BC Cont. 0- 0- 0 22- 3- 8 or 78.0" 0- 0- 0 22- 3- 8 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 892 351 U 145 R D 1007 375 U 168 R Jt Brg Size Required A 3.5" 1.5" D 3.5" 1.5" Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -G 0.52 2817 C 0.05 0.47 G -B 0.61 2597 C 0.04 0.57 B -H 0.69 2206 C 0.02 0.67 H -C 0.69 2206 C 0.02 0.67 C -I 0.29 96 C 0.00 0.29 --------Bottom Chords--------- A -E 0.85 2467 T 0.38 0.47 E -S1 0.64 1608 T 0.35 0.29 S1-F 0.89 1608 T 0.18 0.71 F -D 0.73 270 T 0.02 0.71 -------------Webs------------- E -G 0.14 355 T E -B 0.48 1180 T B -F 0.26 628 T F -H 0.14 626 C F -C 0.84 2034 T C -D 0.19 822 C D -I 0.05 188 C WindLd TL Defl -0.68" in E -F L/380 LL Defl -0.24" in E -F L/999 Hz Disp LL DL TL Jt D 0.12" 0.16" 0.29" Shear // Grain in B -H 0.46 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 3.0x 5.0 Ctr Ctr 0.90 G MT20 1.0x 4.0 Ctr Ctr 0.51 B MT20 4.0x 6.0 0.5 Ctr 0.82 H MT20 1.0x 4.0 Ctr Ctr 0.58 C MT20 6.0x 6.0-1.0-0.9 1.00 I MT20 1.0x 4.0 Ctr Ctr 0.50 E MT20 5.0x 8.0 1.5-1.0 0.80 S1 MT20 3.0x 4.0 Ctr Ctr 1.00 F MT20 4.0x 9.0 1.5 Ctr 0.97 D MT20 3.0x 4.0 Ctr Ctr 0.34 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 2817 Lbs Max tens. force 2467 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:47 PM Page 1 February 2,2016 BC 4-5-8 8-10-0 811088-11-8 8-9-1 8 TC 10084-5-8 8-11-8 HO 2-9-6 HO 8-9-1 A 1x4 B 1x4 C 2x4 E 2x4 F 3x4 G 3x4 W:308 R: 413 U: 82 W:108 R: 356 U: 240 ALL PLATES ARE MT2020 R_JAC-150 R21 Engineering T7970241 Job Mark Quan 5 Type MONO Span 81108 P1-H1 8 Left OH 10- 8 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 81.3 LBS Scale: 0.219" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.38 2x 4 SP-#2 BC 0.21 2x 4 SP-#2 WB 0.56 2x 4 SP-#3 -- 0.35 2x 3 SP-#3 A -E E -F F -G G -C Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 8-11- 8 or 48.0" 0- 0- 0 8-11- 8 BC Cont. 0- 0- 0 8-11- 8 or 107.5" 0- 0- 0 8-11- 8 One Continuous Lateral Brace C -B Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 413 82 U 270 R C 356 240 U 425 R Jt Brg Size Required A 3.5" 1.5" C 1.5" 1.5" Plus 5 Wind Load Case(s) Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- E -G 0.38 189 C 0.01 0.37 G -B 0.38 152 C 0.01 0.37 --------Bottom Chords--------- A -F 0.19 222 T 0.00 0.19 F -C 0.21 220 T 0.02 0.19 -------------Webs------------- A -E 0.17 377 C WindLd E -F 0.11 215 T F -G 0.06 139 T G -C 0.35 288 T C -B 0.56 115 T WindLd 1 Br TL Defl -0.02" in F -C L/999 LL Defl -0.01" in F -C L/999 Shear // Grain in E -G 0.19 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI E MT20 2.0x 4.0 Ctr Ctr 0.32 G MT20 3.0x 4.0 Ctr Ctr 0.22 B MT20 1.0x 4.0 Ctr Ctr 0.25 A MT20 1.0x 4.0 Ctr Ctr 0.35 F MT20 3.0x 4.0 Ctr Ctr 0.17 C MT20 2.0x 4.0 Ctr Ctr 0.27 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.76 Unbal cases not req’d Par-to-ridge not req’d Max comp. force 377 Lbs Max tens. force 288 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:50 PM Page 1 February 2,2016 BC 3-4-4 10-10-0 10110810-11-8 8-9-1 8 TC 10083-6-0 5-6-0 10-11-8 HO 2-9-6 HO 8-9-1 A 1x4 B 4x4 C 5x5 D 1x4 E 3x4 F 3x4 G 3x5 W:308 R: 553 U: 131 W:108 R: 494 U: 255 ALL PLATES ARE MT2020 R_JAC-150 R22 Engineering T7970242 Job Mark Quan 2 Type SP Span 101108 P1-H1 8 Left OH 10- 8 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 104.5 LBS Scale: 0.213" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.61 2x 4 SP-#2 BC 0.45 2x 4 SP-#2 WB 0.55 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 10-11- 8 or 48.0" 0- 0- 0 10-11- 8 BC Cont. 0- 0- 0 10-11- 8 or 120.0" 0- 0- 0 10-11- 8 One Continuous Lateral Brace E -D Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 554 132 U 270 R E 495 255 U 429 R Jt Brg Size Required A 3.5" 1.5" E 1.5" 1.5" Plus 6 Wind Load Case(s) Plus 6 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- F -B 0.21 283 C 0.00 0.21 B -C 0.33 236 C 0.00 0.33 C -D 0.61 214 C 0.00 0.61 --------Bottom Chords--------- A -G 0.43 221 T 0.00 0.43 G -E 0.45 275 T 0.02 0.43 -------------Webs------------- A -F 0.08 549 C WindLd F -G 0.07 301 T G -B 0.01 97 T G -C 0.05 131 C C -E 0.32 360 C E -D 0.55 200 C WindLd 1 Br TL Defl -0.22" in G -E L/580 LL Defl -0.11" in G -E L/999 Shear // Grain in C -D 0.25 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI F MT20 3.0x 4.0 Ctr Ctr 0.35 B MT20 4.0x 4.0 Ctr Ctr 0.58 C MT20 5.0x 5.0 Ctr-0.4 0.67 D MT20 1.0x 4.0 Ctr Ctr 0.25 A MT20 1.0x 4.0 Ctr Ctr 0.34 G MT20 3.0x 5.0 Ctr Ctr 0.53 E MT20 3.0x 4.0 Ctr Ctr 0.20 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 549 Lbs Max tens. force 314 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:53 PM Page 1 February 2,2016 BC 6-4-12 10-10-0 10110810-11-8 8-9-1 8 TC 10086-6-0 8-6-0 10-11-8 HO 2-9-6 HO 8-9-1 A 1x4 B 4x4 C 5x5 D 1x4 E 3x4 F 3x4 G 3x5 W:308 R: 578 U: 131 W:108 R: 469 U: 255 ALL PLATES ARE MT2020 R_JAC-150 R23 Engineering T7970243 Job Mark Quan 2 Type SP Span 101108 P1-H1 8 Left OH 10- 8 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 103.4 LBS Scale: 0.213" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.82 2x 4 SP-#2 BC 0.33 2x 4 SP-#2 WB 0.94 2x 4 SP-#3 -- 0.49 2x 3 SP-#3 A -F F -G G -B G -C C -E Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 10-11- 8 or 48.0" 0- 0- 0 10-11- 8 BC Cont. 0- 0- 0 10-11- 8 or 120.0" 0- 0- 0 10-11- 8 One Continuous Lateral Brace E -D Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 579 132 U 269 R E 470 255 U 428 R Jt Brg Size Required A 3.5" 1.5" E 1.5" 1.5" Plus 6 Wind Load Case(s) Plus 6 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- F -B 0.82 242 C 0.00 0.82 B -C 0.39 212 C 0.00 0.39 C -D 0.15 199 C 0.00 0.15 --------Bottom Chords--------- A -G 0.32 221 T 0.00 0.32 G -E 0.33 281 T 0.01 0.32 -------------Webs------------- A -F 0.20 525 C WindLd F -G 0.13 230 T G -B 0.29 235 C G -C 0.25 299 T C -E 0.49 356 C E -D 0.94 118 T WindLd 1 Br TL Defl -0.11" in A -G L/999 LL Defl -0.05" in A -G L/999 Shear // Grain in F -B 0.31 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI F MT20 3.0x 4.0 Ctr Ctr 0.33 B MT20 4.0x 4.0 Ctr Ctr 0.42 C MT20 5.0x 5.0 Ctr-0.4 0.67 D MT20 1.0x 4.0 Ctr Ctr 0.25 A MT20 1.0x 4.0 Ctr Ctr 0.34 G MT20 3.0x 5.0 Ctr Ctr 0.35 E MT20 3.0x 4.0 Ctr Ctr 0.23 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 525 Lbs Max tens. force 299 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:57 PM Page 1 February 2,2016 BC 4-9-0 10-10-0 10110810-11-8 9-1-6 8-11-4 8 TC 10084-9-0 9-6-0 101108HO 2-9-6 HO 8-11-4 A 1x4 B 5x5 C 1x4 D 3x6 E 3x4 F 3x4 G 3x4 W:308 R: 511 U: 131 W:108 R: 460 U: 256 ALL PLATES ARE MT2020 R_JAC-150 R24 Engineering T7970244 Job Mark Quan 2 Type SMHS Span 101108 P1-H1 8 Left OH 10- 8 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 107.7 LBS Scale: 0.201" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.47 2x 4 SP-#2 BC 0.34 2x 4 SP-#2 WB 0.97 2x 4 SP-#3 -- 0.57 2x 3 SP-#3 A -F F -G G -E E -D Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 10-11- 8 or 48.0" 0- 0- 0 10-11- 8 BC Cont. 0- 0- 0 10-11- 8 or 120.0" 0- 0- 0 10-11- 8 One Continuous Lateral Brace B -D D -C Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 511 131 U 278 R D 461 256 U 438 R Jt Brg Size Required A 3.5" 1.5" D 1.5" 1.5" Plus 6 Wind Load Case(s) Plus 4 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- F -E 0.47 301 C 0.00 0.47 E -B 0.47 192 C 0.00 0.47 B -C 0.14 158 C 0.00 0.14 --------Bottom Chords--------- A -G 0.31 230 T 0.00 0.31 G -D 0.34 275 T 0.03 0.31 -------------Webs------------- A -F 0.19 477 C WindLd F -G 0.18 313 T G -E 0.07 168 T E -D 0.57 335 C B -D 0.09 216 C 1 Br D -C 0.97 40 C WindLd 1 Br TL Defl -0.09" in G -D L/999 LL Defl -0.04" in G -D L/999 Shear // Grain in E -B 0.25 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI F MT20 3.0x 4.0 Ctr Ctr 0.30 E MT20 3.0x 4.0 Ctr Ctr 0.22 B MT20 5.0x 5.0 Ctr-0.4 0.46 C MT20 1.0x 4.0 Ctr Ctr 0.25 A MT20 1.0x 4.0 Ctr Ctr 0.36 G MT20 3.0x 4.0 Ctr Ctr 0.21 D MT20 3.0x 6.0-1.5 Ctr 0.39 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 477 Lbs Max tens. force 313 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 3:00:00 PM Page 1 February 2,2016 BC 8-9-4 17-8-8 17100017-10-0 12-9-14 12-6-7 8 TC 1008100075-10-3 11-8-5 17-10-0 HO 7-12 HO 12-6-7 A 3x5 B 1x4 C #3x5D 3x4 E 1x4 F 3x4 G S1 3x4 S2 3x4 3x4 W:308 R: 823 U: 78 W:108 R: 836 U: 532 ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR R_JAC-150 R25 Engineering T7970245 Job Mark Quan 9 Type MONO Span 171000 P1-H1 8 Left OH 10- 8 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 145.0 LBS Scale: 0.152" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 02-FEB-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.63 2x 4 SP-#2 BC 0.71 2x 4 SP-#2 -- 0.61 2x 4 SP-1850f-1.7E S2-C WB 0.36 2x 4 SP-#3 SL 0.10 2x 4 SP-#3 PB --- 2x 8 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 17-10- 0 or 48.0" 0- 0- 0 17-10- 0 BC Cont. 0- 0- 0 17-10- 0 or 84.0" 0- 0- 0 17-10- 0 One Continuous Lateral Brace F -C C -B Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 823 79 U 672 R C 836 532 U 361 R Jt Brg Size Required A 3.5" 1.5" C 1.5" 1.5" Plus 5 Wind Load Case(s) Plus 1 LL Load Case(s) Plus 1 BC LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -G 0.31 563 C 0.00 0.31 G -E 0.46 904 C 0.00 0.46 E -S1 0.46 734 C 0.00 0.46 S1-F 0.63 635 C 0.00 0.63 F -B 0.63 118 C 0.00 0.63 --------Bottom Chords--------- A -S2 0.71 752 T 0.16 0.55 S2-D 0.59 752 T 0.09 0.50 D -C 0.61 411 T 0.05 0.56 -------------Webs------------- E -D 0.13 340 T D -F 0.25 577 T F -C 0.36 692 C 1 Br C -B 0.11 176 T 1 Br -----------Sliders------------ A -G 0.10 537 C TL Defl -0.37" in D -C L/565 LL Defl -0.20" in D -C L/999 Shear // Grain in D -C 0.32 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 3.0x 5.0 1.5 0.5 0.68 G MT20 3.0x 4.0 Ctr Ctr 0.21 E MT20 1.0x 4.0 Ctr Ctr 0.55 S1 MT20 3.0x 4.0 Ctr Ctr 0.39 F MT20 3.0x 4.0 Ctr Ctr 0.50 B MT20 1.0x 4.0 Ctr Ctr 0.49 S2 MT20 3.0x 4.0 Ctr Ctr 0.89 D MT20 3.0x 4.0 Ctr Ctr 0.42 C# MT20 3.0x 5.0 0.6 0.9 0.40 # = Plate Monitor used REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. No wind exposure on right end. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.76 Unbal cases not req’d Par-to-ridge not req’d Max comp. force 904 Lbs Max tens. force 752 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 2/2/2016 7:38:09 AM Page 1 February 2,2016 BC 1-11-8 1-11-8 2-2-14 1-11-7 8 TC 10-8 1-0-7 1-11-8 HO 7-12 HO 1-11-7 3-16d toenails 3-16d toenails A 2x4 B 1x4 C 1x4 D 3x4 Cant:1-10- 0 ALL PLATES ARE MT2020 R_JAC-150 R26 Engineering T7970246 Job Mark Quan 8 Type SP Span 11108 P1-H1 8 Left OH 10- 8 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 14.5 LBS Scale: 0.718" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 02-FEB-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.13 2x 4 SP-#2 BC 0.08 2x 4 SP-#2 WB 0.05 2x 3 SP-#3 SL 0.05 2x 3 SP-#3 PB --- 2x 8 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1-11- 8 or 23.5" 0- 0- 0 1-11- 8 BC Cont. 0- 0- 0 1-11- 8 or 23.5" 0- 0- 0 1-11- 8 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- C 213 147 U 154 R B 154 R Jt Brg Size Required C 1.5" 1.5" B 1.5" 1.5" Plus 5 Wind Load Case(s) Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -D 0.11 95 T 0.02 0.09 D -B 0.13 209 T 0.04 0.09 --------Bottom Chords--------- A -C 0.08 154 C 0.02 0.06 -------------Webs------------- C -B 0.05 176 C WindLd -----------Sliders------------ A -D 0.05 94 T LL Cant 0.00" in A -C L/999 Shear // Grain in A -D 0.07 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 2.0x 4.0 1.0 0.3 0.72 D MT20 3.0x 4.0 Ctr Ctr 0.09 B MT20 1.0x 4.0 Ctr Ctr 0.25 C MT20 1.0x 4.0 Ctr Ctr 0.25 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe-nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.76 Unbal cases not req’d Par-to-ridge not req’d Max comp. force 176 Lbs Max tens. force 209 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 2/2/2016 7:33:53 AM Page 1 February 2,2016 BC 7-9-6 13-6-6 21-2-0 21-2-0 6-1-7 5-7-14 8 TC 10081008101073-10-11 7-9-6 13-4-10 17-3-5 20-0-9 210200HO 7-12 HO 7-12 A 4x5 B 4x4 C 5x5 D 4x5 E 3x6 F 1x4 G 3x4 H 1x4 I J S1 3x4 3x4 3x4 W:308 R:1483 U: 602 W:308 R:1486 U: 603 ALL PLATES ARE MT2020 R_JAC-150 R27 Engineering T7970247 Job Mark Quan 1 Type SHPS Span 210200 P1-H1 8 Left OH 10- 8 Right OH 10- 8 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 147.1 LBS Scale: 0.253" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.92 2x 4 SP-#2 BC 0.87 2x 4 SP-#2 -- 0.60 2x 4 SP-1850f-1.7E S1-D WB 0.18 2x 4 SP-#2 SL 0.13 2x 4 SP-#2 PB --- 2x 8 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 21- 2- 0 or 30.0" 0- 0- 0 21- 2- 0 BC Cont. 0- 0- 0 21- 2- 0 or 84.0" 0- 0- 0 21- 2- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1484 602 U 151 R D 1486 603 U 151 R Jt Brg Size Required A 3.5" 1.8" D 3.5" 1.8" LC# 1 Girder & Snow Load Dur Fctrs - Lbr 1.15 Plt 1.15 plf - Dead Live* From To TC V 20 40 0.0’ 21.2’ BC V 20 0 0.0’ 21.2’ BC V 29 29 7.8’ 13.5’ BC V 200 200 7.8’ CL-LB BC V 200 200 13.5’ CL-LB Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -I 0.88 1094 C 0.01 0.87 I -F 0.92 1998 C 0.05 0.87 F -B 0.58 1855 C 0.03 0.55 B -C 0.91 1574 C 0.04 0.87 C -H 0.68 1858 C 0.03 0.65 H -J 0.89 2003 C 0.05 0.84 J -D 0.85 1122 C 0.01 0.84 --------Bottom Chords--------- A -E 0.87 1606 T 0.39 0.48 E -S1 0.76 1566 T 0.38 0.38 S1-G 0.60 1566 T 0.22 0.38 G -D 0.53 1612 T 0.22 0.31 -------------Webs------------- F -E 0.02 135 T E -B 0.17 722 T E -C 0.10 99 T G -C 0.18 735 T G -H 0.02 136 T -----------Sliders------------ A -I 0.13 1085 C J -D 0.12 1060 C TL Defl -0.31" in E -G L/792 LL Defl -0.14" in E -G L/999 Shear // Grain in I -I 0.42 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 4.0x 5.0 2.0 0.7 0.78 I MT20 3.0x 4.0 Ctr Ctr 0.42 F MT20 1.0x 4.0 Ctr Ctr 0.45 B MT20 4.0x 4.0 Ctr Ctr 0.62 C MT20 5.0x 5.0 Ctr-0.4 0.46 H MT20 1.0x 4.0 Ctr Ctr 0.45 J MT20 3.0x 4.0 Ctr Ctr 0.41 D MT20 4.0x 5.0-2.0 0.7 0.79 E MT20 3.0x 6.0 Ctr Ctr 0.46 S1 MT20 3.0x 4.0 Ctr Ctr 0.85 G MT20 3.0x 4.0 Ctr Ctr 0.56 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 Girder Step Down Hip Framing King Jacks Jack Closed Face Setback 4-10- 4 OH Loading Soffit psf 2.0 Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 2003 Lbs Max tens. force 1612 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 3:00:10 PM Page 1 February 2,2016 BC 10-7-0 21-2-0 21-2-0 7-11-14 7-8-7 8 TC 10081008100075-3-8 10-7-0 15-10-8 20-1-8 210200HO 7-12 HO 7-12 A 3x5 B 4x4 C 3x5 D 3x6 E 1x4 F 1x4 G H S1 3x4 3x4 3x4 W:308 R: 902 U: 373 W:308 R: 902 U: 373 ALL PLATES ARE MT2020 R_JAC-150 R28 Engineering T7970248 Job Mark Quan 3 Type TR Span 210200 P1-H1 8 Left OH 10- 8 Right OH 10- 8 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 124.9 LBS Scale: 0.227" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.41 2x 4 SP-#2 BC 0.93 2x 4 SP-#2 WB 0.32 2x 3 SP-#3 SL 0.24 2x 3 SP-#3 PB --- 2x 8 SP-#2 -- --- 2x 4 SP-#3 C -C Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 21- 2- 0 or 48.0" 0- 0- 0 21- 2- 0 BC Cont. 0- 0- 0 21- 2- 0 or 114.0" 0- 0- 0 21- 2- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 903 373 U 209 R C 903 373 U 209 R Jt Brg Size Required A 3.5" 1.5" C 3.5" 1.5" Plus 6 Wind Load Case(s) Plus 2 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -G 0.19 807 C 0.00 0.19 G -E 0.41 1013 C 0.09 0.32 E -B 0.39 757 C 0.07 0.32 B -F 0.39 757 C 0.07 0.32 F -H 0.41 1013 C 0.09 0.32 H -C 0.19 807 C 0.00 0.19 --------Bottom Chords--------- A -S1 0.70 850 T 0.10 0.60 S1-D 0.93 850 T 0.10 0.83 D -C 0.93 850 T 0.10 0.83 -------------Webs------------- E -D 0.31 310 T D -B 0.32 569 T D -F 0.31 310 T -----------Sliders------------ A -G 0.24 491 T H -C 0.24 491 T TL Defl -0.35" in A -D L/707 LL Defl -0.17" in A -D L/999 Shear // Grain in S1-D 0.23 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 3.0x 5.0 1.5 0.5 0.58 G MT20 3.0x 4.0 Ctr Ctr 0.41 E MT20 1.0x 4.0 Ctr Ctr 0.45 B MT20 4.0x 4.0 Ctr Ctr 0.42 F MT20 1.0x 4.0 Ctr Ctr 0.45 H MT20 3.0x 4.0 Ctr Ctr 0.41 C MT20 3.0x 5.0-1.5 0.5 0.58 S1 MT20 3.0x 4.0 Ctr Ctr 0.59 D MT20 3.0x 6.0 Ctr Ctr 0.32 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.76 Unbal snow loads checked Par-to-ridge not req’d Max comp. force 1013 Lbs Max tens. force 850 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 3:00:13 PM Page 1 February 2,2016 BC 4-10-4 13-8-8 18-5-0 18-5-0 4-2-0 3-8-12 8 TC 10-8 10-8100074-10-4 9-2-8 13-6-12 17-4-8 180500HO 7-12 HO 7-12 A 3x6 B 4x4 C 4x4 D 4x4 E 3x4 F 3x4 I 3x4 J K S1 3x5 3x4 3x4 W:308 R:1292 U: 531 W:308 R:1296 U: 533 ALL PLATES ARE MT2020 R_JAC-150 R29 Engineering T7970249 Job Mark Quan 1 Type SHPS Span 180500 P1-H1 8 Left OH 10- 8 Right OH 10- 8 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 116.2 LBS Scale: 0.322" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.90 2x 4 SP-#2 BC 0.89 2x 4 SPF-2100f-1.8E -- 0.86 2x 4 SP-1850f-1.7E S1-D WB 0.21 2x 4 SP-#2 SL 0.19 2x 4 SP-#3 PB --- 2x 8 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 18- 5- 0 or 24.0" 0- 0- 0 18- 5- 0 BC Cont. 0- 0- 0 18- 5- 0 or 108.0" 0- 0- 0 18- 5- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1293 532 U 93 R D 1297 534 U 93 R Jt Brg Size Required A 3.5" 1.6" D 3.5" 1.5" LC# 1 Girder & Snow Load Dur Fctrs - Lbr 1.15 Plt 1.15 plf - Dead Live* From To TC V 20 40 0.0’ 18.4’ BC V 20 0 0.0’ 18.4’ BC V 29 29 4.9’ 13.7’ BC V 125 125 4.9’ CL-LB BC V 125 125 13.7’ CL-LB Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -J 0.86 1091 C 0.01 0.85 J -B 0.89 1845 C 0.04 0.85 B -I 0.61 1503 C 0.02 0.59 I -C 0.61 1504 C 0.02 0.59 C -K 0.90 1848 C 0.04 0.86 K -D 0.87 1081 C 0.01 0.86 --------Bottom Chords--------- A -E 0.73 1503 T 0.13 0.60 E -S1 0.89 1802 T 0.18 0.71 S1-F 0.86 1802 T 0.25 0.61 F -D 0.84 1504 T 0.19 0.65 -------------Webs------------- E -B 0.21 886 T E -I 0.21 375 C I -F 0.21 374 C F -C 0.21 888 T -----------Sliders------------ A -J 0.19 979 C K -D 0.19 987 C TL Defl -0.73" in E -F L/291 LL Defl -0.30" in E -F L/704 Shear // Grain in E -S1 0.53 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 3.0x 6.0 1.5 0.6 1.00 J MT20 3.0x 4.0 Ctr Ctr 0.39 B MT20 4.0x 4.0 Ctr Ctr 0.76 I MT20 3.0x 4.0 Ctr Ctr 0.28 C MT20 4.0x 4.0 Ctr Ctr 0.76 K MT20 3.0x 4.0 Ctr Ctr 0.39 D MT20 4.0x 4.0-2.5 0.8 0.92 E MT20 3.0x 4.0 Ctr Ctr 0.68 S1 MT20 3.0x 5.0 Ctr Ctr 1.00 F MT20 3.0x 4.0 Ctr Ctr 0.68 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 Girder Step Down Hip Framing King Jacks Jack Closed Face Setback 4-10- 4 OH Loading Soffit psf 2.0 Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 1848 Lbs Max tens. force 1802 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 3:00:16 PM Page 1 February 2,2016 BC 6-10-4 11-8-0 12000018-5-0 18-5-0 5-6-0 5-0-12 8 TC 10081008100076-10-4 11-6-12 17-4-8 180500HO 7-12 HO 7-12 A 3x5 B 4x4 C 4x4 D 3x5 E 3x4 F 1x4 G H I 3x4 SPL 3x4 3x4 W:308 R: 833 U: 328 W:308 R: 833 U: 328 ALL PLATES ARE MT2020 R_JAC-150 R30 Engineering T7970250 Job Mark Quan 1 Type SHPS Span 180500 P1-H1 8 Left OH 10- 8 Right OH 10- 8 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 105.9 LBS Scale: 0.258" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.59 2x 4 SP-#2 BC 0.41 2x 4 SP-#2 WB 0.14 2x 3 SP-#3 SL 0.26 2x 3 SP-#3 PB --- 2x 8 SP-#2 -- --- 2x 4 SP-#3 D -D Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 18- 5- 0 or 48.0" 0- 0- 0 18- 5- 0 BC Cont. 0- 0- 0 18- 5- 0 or 120.0" 0- 0- 0 18- 5- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 833 328 U 133 R D 833 328 U 133 R Jt Brg Size Required A 3.5" 1.5" D 3.5" 1.5" Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -G 0.26 460 C 0.00 0.26 G -B 0.59 803 C 0.01 0.58 B -C 0.47 670 C 0.00 0.47 C -H 0.58 802 C 0.01 0.57 H -D 0.26 462 C 0.00 0.26 --------Bottom Chords--------- A -E 0.41 670 T 0.00 0.41 E -F 0.37 669 T 0.14 0.23 F -I 0.37 670 T 0.14 0.23 I -D 0.41 670 T 0.00 0.41 -------------Webs------------- E -B 0.09 222 T E -C 0.14 120 T F -C 0.09 224 T -----------Sliders------------ A -G 0.26 712 C H -D 0.26 714 C TL Defl -0.09" in A -E L/999 LL Defl -0.05" in A -E L/999 Shear // Grain in G -B 0.26 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 3.0x 5.0 1.5 0.5 0.72 G MT20 3.0x 4.0 Ctr Ctr 0.44 B MT20 4.0x 4.0 Ctr Ctr 0.42 C MT20 4.0x 4.0 Ctr Ctr 0.49 H MT20 3.0x 4.0 Ctr Ctr 0.45 D MT20 3.0x 5.0-1.5 0.5 0.73 E MT20 3.0x 4.0 Ctr Ctr 0.33 F MT20 1.0x 4.0 Ctr Ctr 0.58 I MT20 3.0x 4.0 Ctr Ctr 0.39 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 803 Lbs Max tens. force 670 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 3:00:20 PM Page 1 February 2,2016 BC 9-2-8 18-5-0 18-5-0 6-10-0 6-6-9 8 TC 10081008100074-7-4 9-2-8 13-9-12 17-4-8 180500HO 7-12 HO 7-12 A 3x5 B 4x4 C 3x5 D 3x5 E 1x4 F 1x4 G H S1 3x4 3x4 3x4 W:308 R: 792 U: 328 W:308 R: 792 U: 328 ALL PLATES ARE MT2020 R_JAC-150 R31 Engineering T7970251 Job Mark Quan 1 Type TR Span 180500 P1-H1 8 Left OH 10- 8 Right OH 10- 8 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 109.3 LBS Scale: 0.251" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.31 2x 4 SP-#2 BC 0.69 2x 4 SP-#2 WB 0.24 2x 3 SP-#3 SL 0.19 2x 3 SP-#3 PB --- 2x 8 SP-#2 -- --- 2x 4 SP-#3 C -C Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 18- 5- 0 or 48.0" 0- 0- 0 18- 5- 0 BC Cont. 0- 0- 0 18- 5- 0 or 120.0" 0- 0- 0 18- 5- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 793 328 U 180 R C 793 328 U 180 R Jt Brg Size Required A 3.5" 1.5" C 3.5" 1.5" Plus 6 Wind Load Case(s) Plus 2 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -G 0.14 643 C 0.00 0.14 G -E 0.31 865 C 0.08 0.23 E -B 0.29 650 C 0.06 0.23 B -F 0.29 650 C 0.06 0.23 F -H 0.31 865 C 0.08 0.23 H -C 0.14 643 C 0.00 0.14 --------Bottom Chords--------- A -D 0.69 723 T 0.08 0.61 D -S1 0.69 723 T 0.08 0.61 S1-C 0.54 723 T 0.08 0.46 -------------Webs------------- E -D 0.20 265 T D -B 0.24 483 T D -F 0.20 265 T -----------Sliders------------ A -G 0.19 392 C H -C 0.19 392 C TL Defl -0.22" in D -C L/966 LL Defl -0.10" in A -D L/999 Shear // Grain in A -D 0.20 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 3.0x 5.0 1.5 0.5 0.58 G MT20 3.0x 4.0 Ctr Ctr 0.33 E MT20 1.0x 4.0 Ctr Ctr 0.45 B MT20 4.0x 4.0 Ctr-0.6 0.51 F MT20 1.0x 4.0 Ctr Ctr 0.45 H MT20 3.0x 4.0 Ctr Ctr 0.33 C MT20 3.0x 5.0-1.5 0.5 0.58 D MT20 3.0x 5.0 Ctr Ctr 0.45 S1 MT20 3.0x 4.0 Ctr Ctr 0.42 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.76 Unbal snow loads checked Par-to-ridge not req’d Max comp. force 865 Lbs Max tens. force 723 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 3:00:23 PM Page 1 February 2,2016 BC 9-2-8 18-5-0 18-5-0 7-0-14 6-9-7 8 TC 10081008100074-7-4 9-2-8 13-9-12 17-4-8 180500HO 7-12 HO 7-12 A 3x5 B 4x4 C 3x5 D 3x5 E 1x4 F 1x4 G H S1 3x4 3x4 3x4 W:308 R: 792 U: 328 W:308 R: 792 U: 328 ALL PLATES ARE MT2020 R_JAC-150 R32 Engineering T7970252 Job Mark Quan 3 Type TR Span 180500 P1-H1 8 Left OH 10- 8 Right OH 10- 8 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 109.8 LBS Scale: 0.251" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.31 2x 4 SP-#2 BC 0.69 2x 4 SP-#2 WB 0.24 2x 3 SP-#3 SL 0.19 2x 3 SP-#3 PB --- 2x 8 SP-#2 -- --- 2x 4 SP-#3 C -C Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 18- 5- 0 or 48.0" 0- 0- 0 18- 5- 0 BC Cont. 0- 0- 0 18- 5- 0 or 120.0" 0- 0- 0 18- 5- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 793 328 U 181 R C 793 328 U 181 R Jt Brg Size Required A 3.5" 1.5" C 3.5" 1.5" Plus 6 Wind Load Case(s) Plus 2 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -G 0.14 643 C 0.00 0.14 G -E 0.31 865 C 0.08 0.23 E -B 0.29 650 C 0.06 0.23 B -F 0.29 650 C 0.06 0.23 F -H 0.31 865 C 0.08 0.23 H -C 0.14 643 C 0.00 0.14 --------Bottom Chords--------- A -D 0.69 723 T 0.08 0.61 D -S1 0.69 723 T 0.08 0.61 S1-C 0.54 723 T 0.08 0.46 -------------Webs------------- E -D 0.20 265 T D -B 0.24 484 T D -F 0.20 265 T -----------Sliders------------ A -G 0.19 392 C H -C 0.19 392 C TL Defl -0.22" in D -C L/967 LL Defl -0.10" in D -C L/999 Shear // Grain in A -D 0.20 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 3.0x 5.0 1.5 0.5 0.58 G MT20 3.0x 4.0 Ctr Ctr 0.33 E MT20 1.0x 4.0 Ctr Ctr 0.45 B MT20 4.0x 4.0 Ctr Ctr 0.42 F MT20 1.0x 4.0 Ctr Ctr 0.45 H MT20 3.0x 4.0 Ctr Ctr 0.33 C MT20 3.0x 5.0-1.5 0.5 0.58 D MT20 3.0x 5.0 Ctr Ctr 0.45 S1 MT20 3.0x 4.0 Ctr Ctr 0.42 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.76 Unbal snow loads checked Par-to-ridge not req’d Max comp. force 865 Lbs Max tens. force 723 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 3:00:26 PM Page 1 February 2,2016 BC 6-4-8 9-2-8 12-1-8 18-5-0 18-5-0 7-0-14 6-9-7 8 TC 100810086-4-8 9-2-8 12-1-8 18-5-0 HO 7-12 HO 7-12 A 4x7 B 4x5 C 4x6 D 5x8 E 3x5 G 3x8 H 3x6 I 3x4 S1 5x5 W:308 R:6707 U:2735 W:308 R:7088 U:2891 ALL PLATES ARE MT2020 R_JAC-150 R32A Engineering T7970253 Job Mark Quan 1*2P Type TR Span 180500 P1-H1 8 Left OH 10- 8 Right OH 10- 8 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 176.2 LBS Scale: 0.234" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 29-JAN-16 *************** * 2-Ply Truss * *************** Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.93 2x 4 SP-#2 BC 1.00 2x10 SP-#2 -- 0.85 2x10 SP-#1 S1-C WB 0.85 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 18- 5- 0 BC Cont. 0- 0- 0 18- 5- 0 or 120.0" 0- 0- 0 18- 5- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 6707 2736 U 181 R C 7089 2891 U 181 R Jt Brg Size Required A 3.5" 4.0" ** C 3.5" 4.2" ** LC# 1 Snow Loading Dur Fctrs - Lbr 1.15 Plt 1.15 plf - Dead Live* From To TC V 20 40 0.0’ 18.4’ BC V 20 0 0.0’ 18.4’ BC V 203 203 0.0’ 6.4’ BC V 313 313 6.4’ 16.3’ BC V 333 333 16.3’ 18.4’ BC V 1002 1002 6.4’ CL-LB Plus 6 Wind Load Case(s) Plus 2 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -E 0.93 8676 C 0.47 0.46 E -B 0.43 6492 C 0.29 0.14 B -I 0.44 6496 C 0.29 0.15 I -C 0.84 8205 C 0.40 0.44 --------Bottom Chords--------- A -G 1.00 7209 T 0.47 0.53 G -D 0.66 7209 T 0.47 0.19 D -S1 0.59 6822 T 0.45 0.14 S1-H 0.38 6822 T 0.30 0.08 H -C 0.85 6822 T 0.30 0.55 -------------Webs------------- G -E 0.45 3820 T E -D 0.33 3275 C D -B 0.85 6981 T D -I 0.25 2492 C H -I 0.34 2862 T TL Defl -0.23" in G -D L/949 LL Defl -0.09" in G -D L/999 Shear // Grain in H -C 0.50 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 4.0x 7.0 Ctr Ctr 0.89 E MT20 3.0x 5.0-0.8-0.6 0.86 B MT20 4.0x 5.0 Ctr-1.0 0.95 I MT20 3.0x 4.0 0.8-0.6 0.79 C MT20 4.0x 6.0 Ctr Ctr 0.98 G MT20 3.0x 8.0 Ctr-2.4 0.71 D MT20 5.0x 8.0 Ctr-0.6 0.87 S1 MT20 5.0x 5.0 Ctr Ctr 0.83 H MT20 3.0x 6.0 Ctr-1.6 0.60 REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 2 COMPLETE TRUSSES REQUIRED. Fasten together in staggered pattern. (1/2" bolts -OR- SDS3 screws -OR- 10d nails as each layer is applied.) ----Spacing (In)---- Rows Nails Screws Bolts TC 1 12 24 0 BC 3 12 24 0 WB 1 8 8 Plus clusters of nails where shown. OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.76 Unbal snow loads checked Par-to-ridge not req’d Max comp. force 8676 Lbs Max tens. force 7209 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 3:00:29 PM Page 1 This truss is NOT symmetric. Proper orientation is essential. February 2,2016 BC 4-8-8 13-5-8 17-8-8 17100017-10-0 4-2-0 3-8-12 8 TC 10-8 100074-10-4 9-1-0 13-3-12 17-10-0 HO 7-12 HO 10-7 A 3x5 B 4x4 C 4x4 F 3x5 G #2x4H 3x8 I 3x4 K 3x4 L S1 3x4 3x4 W:308 R:1259 U: 518 W:108 R:1218 U: 498 ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR R_JAC-150 R33 Engineering T7970254 Job Mark Quan 1 Type SHPS Span 171000 P1-H1 8 Left OH 10- 8 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 116.7 LBS Scale: 0.327" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 02-FEB-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.85 2x 4 SP-#2 BC 0.96 2x 4 SP-1850f-1.7E WB 0.35 2x 4 SP-#2 SL 0.11 2x 4 SP-#2 PB --- 2x 8 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 17-10- 0 or 30.0" 0- 0- 0 17-10- 0 BC Cont. 0- 0- 0 17-10- 0 or 114.0" 0- 0- 0 17-10- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1259 518 U 95 R G 1219 499 U 109 R Jt Brg Size Required A 3.5" 1.5" G 1.5" 1.5" LC# 1 Girder & Snow Load Dur Fctrs - Lbr 1.15 Plt 1.15 plf - Dead Live* From To TC V 20 40 0.0’ 17.8’ BC V 20 0 0.0’ 17.8’ BC V 29 29 4.7’ 13.5’ BC V 125 125 4.7’ CL-LB BC V 125 125 13.5’ CL-LB Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -L 0.82 1039 C 0.01 0.81 L -B 0.85 1773 C 0.04 0.81 B -K 0.53 1444 C 0.02 0.51 K -C 0.53 1431 C 0.02 0.51 C -F 0.47 1710 C 0.04 0.43 --------Bottom Chords--------- A -I 0.79 1444 T 0.18 0.61 I -S1 0.80 1705 T 0.19 0.61 S1-H 0.96 1705 T 0.24 0.72 H -G 0.71 97 T 0.00 0.71 -------------Webs------------- I -B 0.20 843 T I -K 0.18 331 C K -H 0.18 348 C H -C 0.17 727 T H -F 0.35 1448 T G -F 0.14 1267 C WindLd -----------Sliders------------ A -L 0.11 959 C TL Defl -0.60" in I -H L/343 LL Defl -0.25" in I -H L/844 Shear // Grain in S1-H 0.49 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 3.0x 5.0 1.5 0.5 0.98 L MT20 3.0x 4.0 Ctr Ctr 0.37 B MT20 4.0x 4.0 Ctr Ctr 0.72 K MT20 3.0x 4.0 Ctr Ctr 0.28 C MT20 4.0x 4.0 Ctr Ctr 0.62 F MT20 3.0x 5.0 Ctr Ctr 0.73 I MT20 3.0x 4.0 Ctr Ctr 0.64 S1 MT20 3.0x 4.0 Ctr Ctr 0.57 H MT20 3.0x 8.0 0.5 Ctr 0.83 G# MT20 2.0x 4.0-0.6 0.6 0.40 # = Plate Monitor used REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 Girder Step Down Hip Framing King Jacks Jack Closed Face Setback 4-10- 4 OH Loading Soffit psf 2.0 Design checked for 10 psf non- concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 1773 Lbs Max tens. force 1705 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 2/2/2016 7:40:10 AM Page 1 February 2,2016 BC 6-10-4 11-5-0 17-8-8 17100017-10-0 5-6-0 5-0-12 8 TC 1008100076-10-4 11-3-12 17-10-0 HO 7-12 HO 10-7 A 3x5 B 4x4 C 4x4 E 3x4 F 3x4 G #2x4H 3x4 I S1 3x4 3x4 W:308 R: 813 U: 319 W:108 R: 762 U: 291 ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR R_JAC-150 R34 Engineering T7970255 Job Mark Quan 1 Type SHPS Span 171000 P1-H1 8 Left OH 10- 8 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 108.3 LBS Scale: 0.268" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 02-FEB-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.89 2x 4 SP-#2 BC 0.43 2x 4 SP-#2 WB 0.36 2x 3 SP-#3 -- 0.13 2x 4 SP-#3 G -F SL 0.26 2x 3 SP-#3 PB --- 2x 8 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 17-10- 0 or 36.0" 0- 0- 0 17-10- 0 BC Cont. 0- 0- 0 17-10- 0 or 120.0" 0- 0- 0 17-10- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 813 319 U 135 R G 763 292 U 149 R Jt Brg Size Required A 3.5" 1.5" G 1.5" 1.5" Plus 6 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -I 0.25 445 C 0.00 0.25 I -B 0.60 764 C 0.01 0.59 B -C 0.38 637 C 0.07 0.31 C -F 0.89 746 C 0.01 0.88 --------Bottom Chords--------- A -S1 0.43 637 T 0.00 0.43 S1-E 0.37 637 T 0.14 0.23 E -H 0.36 632 T 0.08 0.28 H -G 0.29 137 T 0.00 0.29 -------------Webs------------- E -B 0.09 209 T E -C 0.12 116 T H -C 0.08 196 T H -F 0.36 636 T G -F 0.13 709 C WindLd -----------Sliders------------ A -I 0.26 704 C TL Defl -0.13" in H -G L/999 LL Defl -0.06" in H -G L/999 Shear // Grain in C -F 0.31 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 3.0x 5.0 1.5 0.5 0.72 I MT20 3.0x 4.0 Ctr Ctr 0.45 B MT20 4.0x 4.0 Ctr Ctr 0.42 C MT20 4.0x 4.0 Ctr Ctr 0.49 F MT20 3.0x 4.0 Ctr Ctr 0.55 S1 MT20 3.0x 4.0 Ctr Ctr 0.39 E MT20 3.0x 4.0 Ctr Ctr 0.33 H MT20 3.0x 4.0 0.8 Ctr 0.62 G# MT20 2.0x 4.0-0.6 0.6 0.41 # = Plate Monitor used REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbal snow loads checked Upwnd ridge dist = 25.0 ft Max comp. force 764 Lbs Max tens. force 637 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 2/2/2016 7:41:48 AM Page 1 February 2,2016 BC 9-1-0 17-8-8 17100017-10-0 6-10-0 6-6-9 8 TC 1008100074-6-8 9-1-0 13-7-8 17-10-0 HO 7-12 HO 10-7 A 3x5 B 4x4 D 3x5 E 1x4 F 3x4 G #2x4 H #3x5 I S1 3x4 3x4 W:308 R: 769 U: 319 W:108 R: 709 U: 291 ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR R_JAC-150 R35 Engineering T7970256 Job Mark Quan 1 Type TR Span 171000 P1-H1 8 Left OH 10- 8 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 110.1 LBS Scale: 0.220" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 02-FEB-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.36 2x 4 SP-#2 BC 0.77 2x 4 SP-#2 WB 0.63 2x 3 SP-#3 -- 0.04 2x 4 SP-#3 H -G SL 0.18 2x 3 SP-#3 PB --- 2x 8 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 17-10- 0 or 48.0" 0- 0- 0 17-10- 0 BC Cont. 0- 0- 0 17-10- 0 or 120.0" 0- 0- 0 17-10- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 770 319 U 181 R H 710 292 U 193 R Jt Brg Size Required A 3.5" 1.5" H 1.5" 1.5" Plus 6 Wind Load Case(s) Plus 2 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -I 0.15 591 C 0.00 0.15 I -E 0.32 835 C 0.08 0.24 E -B 0.30 624 C 0.06 0.24 B -F 0.36 627 C 0.06 0.30 F -G 0.31 88 T 0.01 0.30 --------Bottom Chords--------- A -S1 0.49 697 T 0.15 0.34 S1-D 0.77 697 T 0.08 0.69 D -H 0.76 649 T 0.07 0.69 -------------Webs------------- E -D 0.19 266 T D -B 0.24 465 T D -F 0.14 265 T F -H 0.63 842 C H -G 0.04 123 T WindLd -----------Sliders------------ A -I 0.18 402 C TL Defl -0.34" in D -H L/615 LL Defl -0.16" in D -H L/999 Shear // Grain in D -H 0.22 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 3.0x 5.0 1.5 0.5 0.58 I MT20 3.0x 4.0 Ctr Ctr 0.31 E MT20 1.0x 4.0 Ctr Ctr 0.45 B MT20 4.0x 4.0 Ctr Ctr 0.42 F MT20 3.0x 4.0 Ctr Ctr 0.58 G# MT20 2.0x 4.0 0.7 0.6 0.50 S1 MT20 3.0x 4.0 Ctr Ctr 0.46 D MT20 3.0x 5.0 Ctr Ctr 0.45 H# MT20 3.0x 5.0 0.1 0.3 0.64 # = Plate Monitor used REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.76 Unbal snow loads checked Par-to-ridge not req’d Max comp. force 842 Lbs Max tens. force 697 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 2/2/2016 7:46:09 AM Page 1 February 2,2016 BC 9-1-0 17-8-8 17100017-10-0 6-11-14 6-8-7 8 TC 1008100074-6-8 9-1-0 13-7-8 17-10-0 HO 7-12 HO 10-7 A 3x5 B 4x4 D 3x5 E 1x4 F 3x4 G #2x4 H #3x5 I S1 3x4 3x4 W:308 R: 771 U: 319 W:108 R: 709 U: 290 ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR R_JAC-150 R36 Engineering T7970257 Job Mark Quan 4 Type TR Span 171000 P1-H1 8 Left OH 10- 8 Right OH 0 MONTICELLO MiTekfi Online Plus APPROX. TRUSS WEIGHT: 110.3 LBS Scale: 0.220" = 1’ Online Plus -- Version 30.0.043 RUN DATE: 02-FEB-16 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.36 2x 4 SP-#2 BC 0.78 2x 4 SP-#2 WB 0.65 2x 3 SP-#3 SL 0.18 2x 3 SP-#3 PB --- 2x 8 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 17-10- 0 or 48.0" 0- 0- 0 17-10- 0 BC Cont. 0- 0- 0 17-10- 0 or 120.0" 0- 0- 0 17-10- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 772 320 U 180 R H 709 291 U 192 R Jt Brg Size Required A 3.5" 1.5" H 1.5" 1.5" Plus 6 Wind Load Case(s) Plus 2 Unbalanced Load Cases Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -I 0.16 590 C 0.00 0.16 I -E 0.32 838 C 0.08 0.24 E -B 0.30 627 C 0.06 0.24 B -F 0.36 630 C 0.06 0.30 F -G 0.31 86 T 0.01 0.30 --------Bottom Chords--------- A -S1 0.49 700 T 0.15 0.34 S1-D 0.78 700 T 0.08 0.70 D -H 0.77 656 T 0.07 0.70 -------------Webs------------- E -D 0.19 266 T D -B 0.24 467 T D -F 0.15 268 T F -H 0.65 847 C H -G 0.06 121 T WindLd -----------Sliders------------ A -I 0.18 405 C TL Defl -0.34" in D -H L/601 LL Defl -0.17" in D -H L/999 Shear // Grain in D -H 0.22 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 3.0x 5.0 1.5 0.5 0.58 I MT20 3.0x 4.0 Ctr Ctr 0.31 E MT20 1.0x 4.0 Ctr Ctr 0.45 B MT20 4.0x 4.0 Ctr Ctr 0.42 F MT20 3.0x 4.0 Ctr Ctr 0.59 G# MT20 2.0x 4.0 0.2 0.9 0.49 S1 MT20 3.0x 4.0 Ctr Ctr 0.45 D MT20 3.0x 5.0 Ctr Ctr 0.45 H# MT20 3.0x 5.0-0.9 0.2 0.39 # = Plate Monitor used REVIEWED BY: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC/IRC2006 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non- concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 115 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.15 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-05 Ground Snow Load = 20.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.76 Unbal snow loads checked Par-to-ridge not req’d Max comp. force 847 Lbs Max tens. force 700 Lbs Quality Control Factor 1.25 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 2/2/2016 7:44:49 AM Page 1 February 2,2016 ONLINE PLUS GENERAL NOTES & SYMBOLS Metal connector plates shall be applied on both faces of truss at each joint. Center the plates, unless indicated otherwise. No loose knots or wane in plate contact area. Splice only where shown. Overall spans assume 4" bearing at each end, unless indicated otherwise. Cutting and fabrication shall be performed using equipment which produces snug-fitting joints and plates. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication and the attached truss designs are not applicable for use with fire retardant lumber and some preservative treatments. Nails specified on Truss Design Drawings refer to common wire nails, except as noted. The attached design drawings were prepared in accordance with " National Design Specifications for Wood Construction" (AF & PA ), " National Design Standard for Metal Plate Connected Wood Truss Construction" (ANSI/TPI 1), and HUD Design Criteria for Trussed Rafters. Mitek Industries Inc. bears no responsibility for the erection of trusses, field bracing or permanent truss bracing. Refer to "Building Component Safety Information" (BCSI 1) as published by Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, Virginia 22314. Persons erecting trusses are cautioned to seek professional advice concerning proper erection bracing to prevent toppling and " dominoing ". Care should be taken to prevent damage during fabrication, storage, shipping and erection. Top and bottom chords shall be adequately braced in the absence of sheathing or rigid ceiling, respectively. It is the responsibility of others to ascertain that design loads utilized on these drawings meet or exceed the actual dead loads imposed by the structure and the live loads imposed by the local building code or historical climatic records. When truss hangers are specified on the Truss Design Drawing, they must be installed per manufacturer’s details and specifications. FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT DATA, INCLUDING DIMENSIONS & LOADS, CONFORM TO ARCHITECTURAL PLAN / SPECS AND THE TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS MANUFACTURER. Tel: 813-972-1135 Fax: 813-971-6117 Center plates on joints unless otherwise noted in plate list or on drawing. Dimensions are given in inches (i.e. 1 1/2" or 1.5" ) or IN-16ths (i.e. 108) FLOOR TRUSS SPLICE ( 3X2, 4X2, 6X2 ) (W) = Wide Face Plate (N ) = Narrow Face Plate Designates the location for continuous lateral bracing (CLB) for support of individual truss members only. CLBs must be properly anchored or restrained to prevent simultaneous buckling of adjacent truss members. When truss is designed to bear on multiple supports, interior bearing locations should be marked on the truss. Interior support or temporary shoring must be in place before trusses are installed. If necessary, shim bearings to assure solid contact with truss. BEARING LATERAL BRACING108 3x5 6-08-08 708 The first dimension is the width measured perpendicular to slots. The second dimension is the length measured parallel to slots. Plate orientation, shown next to plate size, indicates direction of slots in connector plates. PLATE SIZE AND ORIENTATION PLATE LOCATION All dimensions are shown in FT-IN-SX (i.e. 6’-8.5" or 6-08-08 ). Dimensions less than one foot are shown in IN-SX only (i.e. 708). DIMENSIONS W = Actual Bearing Width (IN-SX) R = Reaction (lbs.) U = Uplift (lbs.) 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc.