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HomeMy WebLinkAboutALB 27- Ash Lawn truss detailsMM MI a MiTek a MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Re: Ash—Lawn ROOF DESIGN INFO The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by U.S. Housing. Pages or sheets covered by this seal: T7781040 thru T7781053 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. \\\0 Mp S & 1149 �•\\�1` 4�GJSTiF �. • No, 19300529 4 •' STATE OF p• 4 December 17.2015 Albani, Thomas The seal on these drawings indicate acceptance of professional engineering responsibility solely for the tn►ss 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. Job Mark Quan Type Span Pi -Hi Left OH Right OH Engineering As lz Lawn RI 10 TR 300608 8 1- 0- 0 1- 0- 0 T7781040 TC Ho 7-12 o r 0 0 0 0 �1 �I 7-7-10 1 15-3-4 1 22-10-14 5x5 = B Ho 7-12 00 00 ID 0 0 0 0 0 29-6-0 3x5 i 3x5 8 S2 S3 2 4 \\ 2x4 F G 11-2-6 10-9-15 3x4 i, 3x4 H 3x8 11 I 3x811 A C S4 n S1 E D W:'308 #3x6 =#4x5 = #4x5 = 3x5 = W:308 R:1533 R:1533 U: 93 U: 93 BC 10-2-3 20-4-5 30-6-8 30-6-8 ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.169"= 1' MiTek® Online Plus"' APPROX. TRUSS WEIGHT: 202.6 LBS Online Plus -- Version 30.0.043 -------------Webs------------- Truss is designed as a Main RUN DATE: 17 -DEC -15 F -E 0.26 372 C Wind -Force Resistance System E -B 0.34 834 T - Directional. Southern Pine lumber design B -D 0.34 834 T Wind Speed: 115 mph values are those effective D -G 0.26 372 C Risk CategoryIII 06-01-13 by SPIE//ALSC DON -----------Sliders------------ Mean Roof Height: .25-0 CSI -Size- ----Lumber---- A -H 0.17 878 C Exposure Category: B TC 0.97 2x 4 SP -#2 I -C 0.17 878 C Building Type: Enclosed BC 0.90 2x 4 SP -#2 Zone location: Exterior -- 0.72 2x 4 SP -1850f -1.7E TL Defl -0.41" in E -D L/867 TC Dead Load 6.0 psf 51-s4 LL Defl -0.22" in E -D L/999 BC Dead Load 6.0 psf WE 0.34 2x 4 SP -#3 Shear // Grain in H -H 0.33 Roof Snow Load per ASCE 7-10 SL 0.17 2x 4 SP -#3 Ground Snow Load = 20.0 psf PB --- 2x 8 SP42 Plates for each ply each face. Rain Load = 0.0 psf Plate - MT20 20 Ga, Gross Area Importance Factor 1.00 Brace truss as follows: Plate - MT2H 20 Ga, Gross Area Thermal Factor 1.00 O.C. From To it Type Plt Size X Y JSI Exposure Factor 1.20 TC Cont. 0- 0- 0 30- 6- 8 A MT20 3.Ox 8.0 1.9 0.5 0.90 Balanced Load Factor 0.76 BC Cont. 0- 0- 0 30- 6- 8 H MT20 3.Ox 4.0 Ctr Ctr 0.34 Unbal cases not req'd or 120.0" 0- 0- 0 30- 6- 8 F MT20 2.Ox 4.0 Ctr Ctr 0.29 Par -to -ridge not req'd S2 MT20 3.Ox 5.0 Ctr Ctr 0.38 Max comp. force 1950 Lbs psf-Ld Dead Live B MT20 5.0x 5.0 Ctr Ctr 0.98 Max tens. force 1625 Lbs TC 10.0 20.0 S3 MT20 3.Ox 5.0 Ctr Ctr 0.38 Connector Plate Fabrication BC 10.0 0.0 G MT20 2.Ox 4.0 Ctr Ctr 0.29 Tolerance = 20% TC+BC 20.0 20.0 I MT20 3.Ox 4.0 Ctr Ctr 0.34 This truss is designed for a Total 40.0 Spacing 24.0" C MT20 3.Ox 8.0-1.9 0.5 0.90 creep factor of 1.5 which Lumber Duration Factor 1.15 S1#MT20 3.Ox 6.0 Ctr Ctr 0.63 is used to calculate total Plate Duration Factor 1.15 E# MT20 4.Ox 5.0 Ctr Ctr 0.47 load deflection. Fb Fe Ft Emin D# MT20 4.Ox 5.0 Ctr Ctr 0.47 TC 1.15 1.10 1.10 1.10 S4 MT20 3.Ox 5.0 Ctr Ctr 0.63 HC 1.10 1.10 1.10 1.10 If = Plate Monitor used Total Load Reactions (Lbs) REVIEWED BY: it Down Uplift Horiz- MiTek Industries, Inc. A 1534 94 U 163 R 6904 Parke East Blvd. C 1534 94 U 163 R Tampa, FL 33610 it Brg Size Required REFER TO ONLINE PLUS GENERAL A 3.5" 1.8" NOTES AND SYMBOLS SHEET FOR C 3.5" 1.8" ADDITIONAL SPECIFICATIONS. Plus 15 Wind Load Casa(s) NOTES: Plus 1 BC LL Load Case(s) Trusses Manufactured by: \\\\\O,(�PS A. A Plus 1 DL Load Case (s) U.S. Housing Components \ .�.ST�A Analysis Conforms To: � ,7 Membr CSI P Lbs Axl -CSI-Hnd IBC2012 �� . `` ----------Top Chords---------- TPI 2007 '. ` :'Q`V Q•• i A -H 0.45 1282 C 0.01 0.44 OR Loading H -F 0.54 1950 C 0.03 0.51 Soffit psf 2.0 NO. 14300529 •; F -S2 0.97 1868 C 0.21 0.76 This truss has been designed82-B 0.97 0.97 1742 C 0.21 0.76 for 20.0 psf LL on the B.C. e�~ • /'y B -s3 0.97 1742 C 0.21 0.76 in areas where a rectangle ,O �-r.. Os'� ff- S3-G 0.97 1868 C 0.21 0.76 3- 6- 0 tall by - 1 G -I 0.54 1950 C 0.03 0.51 2- 0- 0 wide il_•'.3.•�N _1. jos"��y i -C 0.95 1262 C 0.01 0.94 will fit between the B.C. »_. _. a ,. ---Bottom Chords--------- and any other member. 0.90 1625 T 0.36 0.54 TE: USER MODIFIED PLATES EI -Dl 0.72 1094 T 0.14 0.58 NOThisseledesithroughhave platetes '//S��N Ai„0\0�\\\\ D -S4 0.72 1625 T 0.20 0.52 monitor. S4 -C 0.90 1625 T 0.36 0.54 Wind Loads - ANSI / ASCE 7-10 December 17,2015 Online PlusT" D Copyright MTeW 1996-2015 Vemlon 30.0.043 Engineering - Portrait 12/17/2015 8:16:13 AM Page 1 Job Ash Lawn Mark I Quan Type Span PI -Hi Left OH Right OH 7 SHPS 341100 8 1- 0- 0 1- 0- 0 Engineering T7781041 Ash Lawn HO 7-12 HO 7-12 0 o r o 0 0 0 � o TC 7-4-11 1 14-9-6 1 20-1-10 1 27-6-5 1 33-10-8 m 6x6 � 5x6 B C 3x5 i 3x5 �8 S2 S3 x5 i #4x5 ,� 10-10-7 10-6-0 3x4 �i K 3x4 4x6 II L 4x6 II A D MH S1 G F S4 E n W:308 2x4 II 3x5- #4x6 - #5x8 - 3x5- 2x4 II W:308 R:1602 R:1596 U: 105 U: 105 BC 7A -11-n ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.173"= V \ONS 11111111///4 //ONS A. / Q�rj\STE%i�•��j O'. No,19300529 S/ONAL����` /////111111111\0\\ December 17,2015 MiTek® Online Plus" APPROX. TRUSS WEIGHT: 264.7 LBS Online Plus -_Version 30.0.043 C -S3 0.91 1541 C 0.14 0.77 ADDITIONAL SPECIFICATIONS. RUN DATE: 17 -DEC -15 S3 -J 0.93 1662 C 0.15 0.78 J -L 0.58 2084 C 0.04 0.54 NOTES: Southern Pine lumber design L -D 0.55 1310 C 0.01 0.54 Trusses Manufactured by: values are those effective --------Bottom Chords--------- U.S. Housing Components 06-01-13 by SPIB//ALSC UON A -H 0.90 1739 T 0.38 0.52 Analysis Conforms To: Cal -Size- ----Lumber---- H -S1 051 1739 T 0.38 0.13 IBC2012 TO 0.93 2x 4 SP -#2 S1 -G 0..61 1739 T 0.38 0.23 TPI 2007 BC 0.90 2x 4 SP -112 G -F 0.51 1305 T 0.29 0.22 ON Loading WB 0.23 2x 4 SP -#3 F -S4 0.60 1731 T 0.38 0.22 Soffit psf 2.0 SL 0.20 2x 4 SP -113 S4 -E 0.52 1731 T 0.38 0.14 This truss has been designed PB --- 2x 8 SP -#2 E -D 0.90 1731 T 0.38 0.52 for 20.0 psf LL on the S.C. -------------Webs------------- in areas where a rectangle Brace truss as follows: H -I 0.07 177 T 3- 6- 0 tall by O.C. From To I -G 0.23 526 C 1 Br 2- 0- 0 wide TC Cont. 0- 0- 0 34-11- 0 G -B 0.21 512 T will fit between the S.C. BC Cont. 0- 0- 0 34-11- 0 B -F 0.05 97 T 1 Br and any other member. or 120.0" 0- 0- 0 34-11- 0 F -C 0.19 481 T NOTE: USER MODIFIED PLATES Continuous Lateral Restraint F -J 0.23 529 C 1 Br This design may have plates req'd at mid -point of webs: E -J 0.07 178 T selected through a plate I -G B -F F -J -----------Sliders------------ monitor. Attach CLR with (2)-10d nails A -K 0.20 1000 C Wind Loads - ANSI / ASCE 7-10 at each web. L -D 0.20 994 C Truss is designed as a Main Refer to BCSI for diagonal Wind -Force Resistance System restraint requirements. TL Defl -0.35" in H -G L/999 - Directional. LL Defl -0.13" in G -F L/999 Wind Speed: 115 mph psf-Ld Dead Live Shear // Grain in K -K 0.40 Risk Category III TC 10.0 20.0 Mean Roof Height: 25-0 BC 10.0 0.0 Plates for each ply each face. Exposure Category: B TC+BC 20.0 20.0 Plate - MT20 20 Ga, Gross Area Building Type: Enclosed Total 40.0 Spacing 24.0" Plate - MT2H 20 Ga, Gross Area Zone location: Exterior Lumber Duration Factor1.15 it Type Plt Size X Y JSI TC Dead Load 6.0 psf Plate Duration Factor 1.15 A MT20 4.Ox 6.0 2.0 0.7 0.82 BC Dead Load.: 6.0 psf Fb Fc Ft Emin K MT20 3.Ox 4.0 Ctr Ctr 0.39 Roof Snow Load per ASCE 7-10 TC 1.15 1.10 1.10 1.10 I# MT20 4.Ox 5.0 Ctr Ctr 0.30 Ground Snow Load = 20.0 psf BC 1.10 1.10 1.10 1.10 S2 MT20 3.Ox 5.0 Ctr Ctr 0.44 Rain Load = 0.0 Psf B MT20 6.Ox 6.0 1.1-3.7 0.92 Importance Factor 1.00 Total Load Reactions (Lbs) C MT20 5.Ox 6.0-1.0-3.3 0.85 Thermal Factor 1.00 it Down Uplift Horiz- S3 MT20 3.Ox 5.0 Ctr Ctr 0.43 Exposure Factor 1.20 A 1602 106 U 161 R J# MT20 4.Ox 5.0 Ctr Ctr 0.30 Balanced Load Factor 0.84 D 1596 106 U 161 R L MT20 3.Ox 4.0 Ctr Ctr 0.39 Unbal cases not req'd D MT20 4.Ox 6.0-2.0 0.7 0.82 Upwnd ridge diet = 25.0 ft it Brg Size Required H MT20 2.Ox 4.0 Ctr Ctr 0.34 Max comp. force 2094 Lbs A 3.5" 1.9" Sl MT20 3.Ox 5.0 Ctr Ctr 0.74 Max tens. force 1739 Lbs D 3.5" 1.9" G# MT20 4.Ox 6.0 Ctr Ctr 0.25 Connector Plate Fabrication F# MT20 5.Ox 8.0 Ctr Ctr 0.21 Tolerance = 208 Plus 15 Wind Load Case(s) S4 MT20 3.Ox 5.0 Ctr Ctr 0.73 This truss is designed for a Plus 1 BC LL Load Case(s) E MT20 2.Ox 4.0 Ctr Ctr 0.34 creep factor of 1.5 which Plus 1 DL Load Case(s) is used to calculate total # = Plate Monitor used load deflection. Membr CSI P Lbs Axl-CSI-Bnd REVIEWED BY: ----------Top Chords---------- MiTek Industries, Inc. A -K 0.55 1314 C 0.01 0.54 6904 Parke East Blvd. K -I 0.58 2094 C 0.04 0.54 Tampa, PL 33610 I -S2 0.91 1673 C 0.15 0.76 S2 -B 0.90 1552 C 0.14 0.76 REFER TO ONLINE PLUS GENERAL B -C 0.24 1299 C 0.01 0.23 NOTES AND SYMBOLS SHEET FOR Online Plus"' ® Copyright M7el& 19962015 Version 30.0.043 Engineering - Portrait 12/17/2015 8:16:17 AM Page 1 \ONS 11111111///4 //ONS A. / Q�rj\STE%i�•��j O'. No,19300529 S/ONAL����` /////111111111\0\\ December 17,2015 Job Mark Asir Lawn R2A h Lawn HO 7-12 r C, 0 0 mr I .-+ i 7_e_1 10-10-7 10-6-0 4: Quan Type Span 11 SHPS 341100 P1 -H1 Left OH 8 0 14-9-6 1 20-1-10 1 27-6-5 5x5- 5x6 B C Right OH Digineehing 1- 0- 0 T7781042 HO 7-12 0 0 0 ,-I o ,-I o I 33-10-8 1 M �+ H Sl G F SZ E nHGR 2x411 3x5- #4x6- #5x8= 3x5- 2x411 W:308 R:1542 R:1599 U: 96 U: 105 Online Plus -- Version 30.0.043 RUN DATE: 17 -DEC -15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC DON CSI -Size- ----Lumber---- TO 0.98 2x 4 SP -#2 BC 0.91 2x 4 SP -#2 WB 0.23 2x 4 SP -#3 SL 0.19 2x 4 SP -#3 Brace truss as follows: O.C. From To TO Cont. 0- 0- 0 34-11- 0 BC Cont. 0- 0- 0 34-11- 0 or 120.0" 0- 0- 0 34-11- 0 Continuous Lateral Restraint req'd at mid -point of webs: I -G B -F F -J Attach CLS. with (2)-10d nails at each web. Refer to BCSI for diagonal restraint requirements. 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 Flo Fc Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1542 96 U 162 R D 1600 106 U 162 R Jt Brg Size Required A 3.5" 1.8" D 3.5" 1.9" Plus 15 Wind Load Case(s) Plus 1 BC LL Load Case(s) Plus 1 DL Load Case(s) ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.172"= V hliTekO Online Plus"' APPROX S4 -J 0.98 1674 C 0.15 0.83 J -L 0.58 2090 C 0.04 0.54 L -D 0.55 1318 C 0.01 0.54 --------Bottom Chords --------- * -H 0.91 1747 T 0.38 0.53 H -S1 0.50 1747 T 0.38 0.12 S1 -G 0.62 1747 T 0.38 0.24 G -F 0.53 1314 T 0.29 0.24 F -S2 0.60 1737 T 0.38 0.22 S2 -E 0.50 1737 T 0.38 0.12 E -D 0.91 1737 T 0.38 0.53 -------------Webs------------- H -I 0.07 173 T I -G 0.23 525 C 1 Br G -B 0.21 525 T B -F 0.06 97 T 1 Br F -C 0.20 492 T F -J 0.23 528 C 1 Br E -J 0.07 174 T -----------Sliders------------ A -K 0.19 988 C L -D 0.19 991 C TL Defl -0.34" in H -G L/999 LL Defl -0.14" in G -F L/999 Shear // Grain in K -K 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 A MT20 4.Ox 6.0 2.0 0.7 0.82 K MT20 3.Ox 4.0 Ctr Ctr 0.39 I# MT20 4.Ox 5.0 Ctr Ctr 0.30 S3 MT20 3.Ox 5.0 Ctr Ctr 0.43 B MT20 5.0x 5.0-0.5-0.3 0.89 C MT20 5.Ox 6.0-1.0-3.3 0.81 S4 MT20 3.Ox 5.0 Ctr Ctr 0.44 J# MT20 4.Ox 5.0 Ctr Ctr 0.30 L MT20 3.Ox 4.0 Ctr Ctr 0.39 D MT20 4.Ox 6.0-2.0 0.7 0.82 H MT20 2.Ox 4.0 Ctr Ctr 0.34 S1 MT20 3.Ox 5.0 Ctr Ctr 0.74 G# MT20 4.Ox 6.0 Ctr Ctr 0.25 F# MT20 5.0x 8.0 Ctr Ctr 0.20 S2 MT20 3.Ox 5.0 Ctr Ctr 0.73 E MT20 2.Ox 4.0 Ctr Ctr 0.34 Online Plus"' © Copyright MRek®1996-2015 Version 30.0.043 Engineering - portrait 12/17/2015 8:16:20 AM Page i TRUSS WEIGHT: 262.2 LBS NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC2012 TPI 2007 ON 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. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 115 mph Risk CategoryIII Mean Roof Height: •25-0 Exposure Category: B Building Type: Enclosed Zone location: Exterior TO Dead Load 6.0 psf BC Dead Load 6.0 psf Roof Snow Load per ASCE 7-10 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 Upwnd ridge diet = 25.0 ft Max comp. force 2102 Lbs Max tens. force 1747 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. oMNS A. q�� �\X.Q..ISTFj•92j % NO, 19300529 "��/ONA1 E ////1(11111111\ December 17,2015 # = Plate Monitor used Membr CSI P Lbs Axl-CSI-Bnd REVIEWED BY: ----------Top Chords---------- MiTek Industries, Inc. A -K 0.54 1334 C 0.01 0.53 6904 Parke East Blvd. K -I 0.57 2102 C 0.04 0.53 Tampa, FL 33610 I -S3 0.97 1688 C 0.16 0.81 S3 -B 0.95 1566 C 0.15 0.80 REFER TO ONLINE PLUS GENERAL B -C 0.33 1306 C 0.01 0.32 NOTES AND SYMBOLS SHEET FOR C -S4 0.97 1553 C 0.15 0.82 ADDITIONAL SPECIFICATIONS. Online Plus"' © Copyright MRek®1996-2015 Version 30.0.043 Engineering - portrait 12/17/2015 8:16:20 AM Page i TRUSS WEIGHT: 262.2 LBS NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC2012 TPI 2007 ON 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. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 115 mph Risk CategoryIII Mean Roof Height: •25-0 Exposure Category: B Building Type: Enclosed Zone location: Exterior TO Dead Load 6.0 psf BC Dead Load 6.0 psf Roof Snow Load per ASCE 7-10 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 Upwnd ridge diet = 25.0 ft Max comp. force 2102 Lbs Max tens. force 1747 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. oMNS A. q�� �\X.Q..ISTFj•92j % NO, 19300529 "��/ONA1 E ////1(11111111\ December 17,2015 Job Ash Lawn Mark G2A Quan Type Span P1 -H1 Left OH Right OH 1 SHPS 341100 8 0 1- 0- 0 ENg/Neering T7781043 Ash Lawn HO 7-12 r 0 0 0 TC I HI 7-4-11 14-9-6 1 20-1-10 1 27-6-5 #2x4 ,i 5x5 - 5x6 B C HO 7-12 0 00 14 0 '+ o IV o 33-10-8 m fl 3x5% 3x5 8 � S3 S4 3x5 i 3x5, N O 10-10-7 10-6-0 ;11 i 3x4 WW 3x3x8 11 A D I M S1 L K S2 J 2x4 11 3x5= &2x4 113x5 -3x6% 4x7- 3x5= 2x411 #2x4 -i&2x4 11 3x6 -i M W:308 3x6 ii &2x4 11 R:1439 U &2x4 I I : 101 BC 4-8-0 170411 1 14-9-6 1 20-1-10 1 27-6-5 1 34-11-0 _11-0 Online Plus -- Version 30.0.043 RUN DATE: 17 -DEC -15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC DON CSI -Size- ----Lumber---- TC 0.85 2x 4 SP -#2 -- 0.81 2x 4 SP -2850£-2.3E A -S3 S3 -B BC 0.75 2x 4 SP42 WE 0.59 2x 4 SP43 GW 0.00 2x 4 SP43 SL 0.18 2x 4 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 34-11- 0 BC Cont. 0- 0- 0 34-11- 0 or 120.0" 0- 0- 0 34-11- 0 Continuous Lateral Restraint req'd at mid -point of webs: N -L K -O Attach CLR with (2)-10d nails at each web. Refer to BCSI for diagonal restraint requirements. psf-Ld Dead Live TO 10.0 20.0 SC 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 Pb Fc Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- SS 1418 100 U 162 R D 1439 102 U 161 R it Erg Size Required SS 56.0" 0" -to- 56" D 3.5" 1.7" Plus 15 Wind Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ---Top Chords ---------- A -VV 0.13 1153 C 0.00 0.13 VV -PP 0.14 1870 C 0.01 0.13 PP -RR 0.11 1670 C 0.01 0.10 RR -TT 0.11 1750 C 0.01 0.10 ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.145" =1' MiTek® Online P1usTMAPPROX TT -N 0.16 1673 C 0.01 0.15 N -S3 0.81 1459 C 0.28 0.53 S3 -B 0.79 1337 C 0.27 0.52 B -C 0.33 1140 C 0.01 0.32 C -S4 0.84 1354 C 0.11 0.73 S4-0 0.85 1475 C 0.11 0.74 O -WW 0.53 1843 C 0.04 0.49 WW -D 0.50 1127 C 0.01 0.49 --------Bottom Chords --------- A -QQ 0.43 1258 T 0.24 0.19 QQ-SS 0.39 1258 T 0.24 0.15 SS-UU 0.50 1437 T 0.32 0.18 UU-M 0.42 1437 T 0.32 0.10 M -Si 0.57 1437 T 0.32 0.25 Sl -L 0.57 1437 T 0.32 0.25 L -K 0.43 1126 T 0.25 0.18 K -S2 0.56 1533 T 0.34 0.22 S2 -J 0.56 1533 T 0.34 0.22 J -D 0.75 1533 T 0.34 0.41 -------------Webs------------- QQ-PP 0.11 271 T SS -RR 0.07 264 C UU-TT 0.01 41 C M -N 0.05 146 T N -X 0.10 384 C 0.06 0.04 X -L 0.59 384 C 0.46 0.13 L -B 0.14 360 T B -K 020 106 T K -C 0..15 380 T K -0 0.21 493 C 1 Br J -O 0.07 139 T ----------Gable Webs ---------- A -VV 0.16 830 C WW -D 0.18 929 C TL Defl -0.30" in X -J L/999 LL Defl -0.09" in K -J L/999 Shear // Grain in WW -WW 0.36 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area it Type Plt Size X Y JSI A MT20 3.Ox 8.0 1.9 0.5 0.85 VV MT20 3.Ox 4.0 Ctr Ctr 0.33 PP MT20 2.Ox 4.0 Ctr Ctr 0.29 RR MT20 2.Ox 4.0 Ctr Ctr 0.30 TT MT20 2.0x 4.0 Ctr Ctr 0.29 N MT20 3.Ox 5.0 Ctr Ctr 0.37 S3 MT20 3.Ox 5.0 Ctr Ctr 0.53 BE MT20 2.Ox 4.0 Ctr Ctr 0.28 HE MT20 2.Ox 4.0 Ctr Ctr 0.28 NN MT20 2.Ox 4.0 Ctr Ctr 0.28 B MT20 5.Ox 5.0-0.5-0.3 0.76 C MT20 5.Ox 6.0-1.0-3.3 0.79 S4 MT20 3.Ox 5.0 Ctr Ctr 0.38 Onllne Plus"' © Copyright M7ekO 1996-2015 Verson 30.0.043 Engineefln -Portrait 17117/20159:04:34 AM Page 1 TRUSS WEIGHT: 320.7 LBS O MT20 3.Ox 5.0 Ctr Ctr 0.37 WW MT20 3.Ox 4.0 Ctr Ctr 0.36 D MT20 3.0x 8.0-1.9 0.5 0.95 QQ MT20 2.Ox 4.0 Ctr Ctr 0.34 SS MT20 2.Ox 4.0 Ctr Ctr 0.30 DO MT20 2.Ox 4.0 Ctr Ctr 0.34 M MT20 2.Ox 4.0 Ctr Ctr 0.34 S1 MT20 3.Ox 5.0 Ctr Ctr 0.73 L MT20 3.Ox 5.0 Ctr Ctr 0.33 K MT20 4.Ox 7.0 Ctr Ctr 0.32 S2 MT20 3.0x 5.0 Ctr Ctr 0.71 J MT20 2.Ox 4.0 Ctr Ctr 0.34 X MT20 2.Ox 4.0 Ctr Ctr 0.25 REVIEWED BY: MiTek Industries, 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: IBC2012 TPI 2007 ON Loading Soffit psf 2.0 NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Load. - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 115 mph Risk Category III Mean Roof Height: 25-0 Exposure Category: B Building Type: Enclosed Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Roof Snow Load per ASCE 7-10 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 Upwnd ridge diet = 25.0 ft Max comp, force 1870 Lbs Max tens. force 1533 Lbs Connector Plate Fabrication Tolerance = 208 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. ���\1IIIIIIII11//// \``����OMp,S A. q��/ \ST ERF + NO, 19300529 "/5' STAT 0 //, December 17,2015 Job Ash Lawn Mark R4 Qu Type Span P1 -H1 Left OH Right OH 1*2P SHPS 220408 12 0 0 Engineering T7781044 Ash Lawn HO 11-12 HO 11-12 eo 0 v ut o TC 1'-413-2-1 1 6-4-3 1 9-6-4 112-10-4 1 16-0-5 1 19-2-7 R1-6-9 1 N 10-6-0 1W Online Plus -- Version 30.0.043 RUN DATE: 17 -DEC -15 * 2 -Ply Truss *************** Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.85 2x 4 SP -112 BC 0.69 2x 8 SP -112 WE 0.81 2x 4 SP_ #3 SL 0.26 2x 6 SP -#2 PB --- 2x 4 SP -#3 Brace truss as follows: MiTek© Online Plus'"' APPROX. O.C. From To TC Cont. 0- 0- 0 22- 4- 8 or 36.0" 0- 0- 0 22- 4- 8 BC Cont. 0- 0- 0 22- 4- 8 or 120.0" 0- 0- 0 22- 4- 8 psf-Ld Dead Live TC 10.0 20.0 HC 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 Flo Fc Ft Emin TC 1.00 100 1.00 1.00 BC 1.00 1..00 1.00 1.00 Total Load Reactions (Lbs) it Down Uplift Horiz- A 8260 569 U 166 R D 8260 569 U 167 R Jt Brg Size Required A 3.5" 4.9" ** D 3.5" 4.9" ** LC# 1 Girder 6 Snow Load Dur Fetrs - Lbr 1.15 Plt 1.15 plf - Dead Live* From To TC V 20 40 0.0' 22.4' BC V 349 329 0.0' 22.4' Plus 15 Wind Load Case(s) Plus 1 DL Load Cases) Membr CSI P Lbs Axl -CSI -End ----------Top Chords ---------- A -K 0.30 8264 C 0.25 0.05 K -L 0.57 7609 C 0.23 0.34 L -B 0.85 6030 C 0.11 0.74 6x8 5x5 B C 10_- MJ I H G F E M W: 308 7x8 - 4x7 11 Sl 4x7 11 5x8 11 4x7 11 7x8 = W:308 R:8260 6x6 - R:8260 U: 568 U: 568 BC 3-2-1 1 6-4-3 9-9-712-7-1 1 16-0-5 1 19-2-7 1 22-4-8 22 -n -o ALL PLATES ARE MT2020 * -J 0.35 2987 T 0.21 0.14 J -I 0.66 5857 T 0.42 0.24 I -S1 0.66 5341 T 0.38 0.28 SI -H 0.66 5341 T 0.38 0.28 H -G 0.62 4362 T 0.31 0.31 G -F 0.69 5330 T 0.38 0.31 F -E 0.68 5859 T 0.42 0.26 E -D 0.35 2988 T 0.21 0.14 ------------- Webs ---- __------- J -K 0.17 825 T K -I 0.10 786 C I -L 0.61 2972 T L -H 0.52 2098 C H -B 0.74 3616 T B -G 0.09 445 T G -C 0.81 3938 T G -M 0.47 1891 C F -M 0.55 2661 T F -N 0.10 805 C E -N 0.17 865 T -----------Sliders------------ A -J 0.26 3022 T E -D 0.26 3022 T TL Defl -0.28" in I -H L/946 LL Defl -0.11" in I -H L/999 Shear // Grain in G -F 0.48 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2R 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 10.0x10.0 6.3 1.8 0.96 X MT20 3.Ox 4.0 Ctr Ctr 0.55 L MT20 3.Ox 4.0-1.1-1.1 0.90 B MT20 6.Ox 8.0 1.8-4.3 0.75 C MT20 5.Ox 5.0-1.4-3.3 0.98 M MT20 3.Ox 4.0 1.1-1.1 0.83 N MT20 3.Ox 4.0 Ctr Ctr 0.58 D MT20 10.0x10.0-6.3 1.8 0.96 J MT20 7.Ox 8.0 Ctr-1.2 0.64 I MT20 4.Ox 7.0 0.5-1.8 0.86 S1 MT20 6.Ox 6.0 Ctr Ctr 0.76 H MT20 4.Ox 7.0 1.0-1.1 0.87 G MT20 5.Ox 8.0 Ctr-1.5 0.82 P MT20 4Ox 7.0 Ctr-1.5 0.96 E MT20 7..Ox 8.0 Ctr-1.2 0.65 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 Online Pius^' ® Copyright MTeW)1996-2015 Version 30.0.043 Engineering - Portrait 12/17NO15 8:16:27 AM Pagel NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC2012 TPI 2007 Girder Common Loading BC Span 34-11- 0 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 TO 1 12 24 0 BC 2 10 19.5 0 WB 1 8 8 Web Connection Exception -- Space screws or nails for the following webs - L -H @ 4" o.c. G -M @ 4" o.c. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 115 mph Risk CategoryIII Mean Roof Height: •25-0 Exposure Category: B Building Type: Enclosed Zone location: Exterior TO Dead Load 6.0 psf BC Dead Load 6.0 psf Roof Snow Load per ASCE 7-10 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 Upwnd ridge dist = 25.0 ft Max comp. force 8269 Lbs Max tens. force 5859 Lbs Connector Plate Fabrication Tolerance = 20% SDale: 0.174"= V This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. OMp,S A. q4g r No, 19300529 SON A' (e\'- \,"\ December 17,2015 MiTek© Online Plus'"' APPROX. TRUSS WEIGHT: 296.5 LBS B -C 0.79 4478 C 0.06 0.73 C -M 0.80 6163 C 0.11 0.69 REFER TO ONLINE PLUS GENERAL M -N 0.53 7586 C 0.23 0.30 NOTES AND SYMBOLS SHEET FOR N -D 0.30 8269 C 0.25 0.05 ADDITIONAL SPECIFICATIONS. --------Bottom Chords --------- * -J 0.35 2987 T 0.21 0.14 J -I 0.66 5857 T 0.42 0.24 I -S1 0.66 5341 T 0.38 0.28 SI -H 0.66 5341 T 0.38 0.28 H -G 0.62 4362 T 0.31 0.31 G -F 0.69 5330 T 0.38 0.31 F -E 0.68 5859 T 0.42 0.26 E -D 0.35 2988 T 0.21 0.14 ------------- Webs ---- __------- J -K 0.17 825 T K -I 0.10 786 C I -L 0.61 2972 T L -H 0.52 2098 C H -B 0.74 3616 T B -G 0.09 445 T G -C 0.81 3938 T G -M 0.47 1891 C F -M 0.55 2661 T F -N 0.10 805 C E -N 0.17 865 T -----------Sliders------------ A -J 0.26 3022 T E -D 0.26 3022 T TL Defl -0.28" in I -H L/946 LL Defl -0.11" in I -H L/999 Shear // Grain in G -F 0.48 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2R 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 10.0x10.0 6.3 1.8 0.96 X MT20 3.Ox 4.0 Ctr Ctr 0.55 L MT20 3.Ox 4.0-1.1-1.1 0.90 B MT20 6.Ox 8.0 1.8-4.3 0.75 C MT20 5.Ox 5.0-1.4-3.3 0.98 M MT20 3.Ox 4.0 1.1-1.1 0.83 N MT20 3.Ox 4.0 Ctr Ctr 0.58 D MT20 10.0x10.0-6.3 1.8 0.96 J MT20 7.Ox 8.0 Ctr-1.2 0.64 I MT20 4.Ox 7.0 0.5-1.8 0.86 S1 MT20 6.Ox 6.0 Ctr Ctr 0.76 H MT20 4.Ox 7.0 1.0-1.1 0.87 G MT20 5.Ox 8.0 Ctr-1.5 0.82 P MT20 4Ox 7.0 Ctr-1.5 0.96 E MT20 7..Ox 8.0 Ctr-1.2 0.65 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 Online Pius^' ® Copyright MTeW)1996-2015 Version 30.0.043 Engineering - Portrait 12/17NO15 8:16:27 AM Pagel NOTES: Trusses Manufactured by: U.S. Housing Components Analysis Conforms To: IBC2012 TPI 2007 Girder Common Loading BC Span 34-11- 0 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 TO 1 12 24 0 BC 2 10 19.5 0 WB 1 8 8 Web Connection Exception -- Space screws or nails for the following webs - L -H @ 4" o.c. G -M @ 4" o.c. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 115 mph Risk CategoryIII Mean Roof Height: •25-0 Exposure Category: B Building Type: Enclosed Zone location: Exterior TO Dead Load 6.0 psf BC Dead Load 6.0 psf Roof Snow Load per ASCE 7-10 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 Upwnd ridge dist = 25.0 ft Max comp. force 8269 Lbs Max tens. force 5859 Lbs Connector Plate Fabrication Tolerance = 20% SDale: 0.174"= V This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. OMp,S A. q4g r No, 19300529 SON A' (e\'- \,"\ December 17,2015 Job Ash Lawn Mark R5 Quan Type Span PI -Hi Left OH Right OH 3 TR 220000 8 0 1- 0- 0 Engineering 77781045 Ash Lawn 8-4-3 8-3-12 HO 11-12 TC A 3x4= W:308 R: 879 U: 60 5-6-0 4x4 = B 16-6-0 1 22-0-0 HO 11-12 D S1 C 3x6= 3x4 - 3x4 = W:308 R: 944 U: 70 BC 11-0-0 22-0-0 ALL PLATES ARE MT2020 22-0-0 Scale: 0.219" =1' MiTek® Online Plus° APPROX. TRUSS WEIGHT: 161.0 LBS Online Plus -- Version 30.0.043 D -B 0.22 548 T Exposure Category: B RUN DATE: 17 -DEC -15 D -F 0.22 235 C Building Type: Enclosed F -C 0.94 1046 C Zone location: Exterior Southern Pine lumber design C -H 0.03 201 C TC Dead Load 6.0 psf values are those effective BC Dead Load 6.0 psf 06-01-13 by SPIB//ALSC UON TL Defl -0.40" in A -D L/642 Roof Snow Load per ASCE 7-10 CSI -Size- ----Lumber---- LL Defl -0.03" in A -D L/999 Ground Snow Load = 20.0 psf TC 0.41 2x 4 SP42 Shear // Grain in A -D 0.24 Rain Load = 0.0 psf BC 0.96 2x 4 SP42 Importance Factor 1.00 WB 0.94 2x 4 SP -#3 Plates for each ply each face. Thermal Factor 1.00 Plate - MT20 20 Ga, Gross Area Exposure Factor 1.20 Brace truss as follows: Plate - MT2H 20 Ga, Gross Area Balanced Load Factor 0.76 O.C. From To it Type Plt Size X Y JSI Unbal cases not req'd TC Cont. 0- 0- 0 22- 0- 0 G MT20 l.Ox 4.0 Ctr Ctr 0.62 Par -to -ridge not req'd or 48.0" 0- 0- 0 22- 0- 0 E MT20 3.Ox 4.0-0.8-0.6 0.62 Max comp. force 1048 Lbs BC Cont. 0- 0- 0 22- 0- 0 B MT20 4.Ox 4.0 Ctr Ctr 0.74 Max tens. force 815 Lbs or 120.0" 0- 0- 0 22- 0- 0 F MT20 3.Ox 4.0 0.8-0.6 0.62 Connector Plate Fabrication H MT20 1.Ox 4.0 Ctr Ctr 0.68 Tolerance = 20% psf-Ld Dead Live A MT20 3.Ox 4.0 Ctr Ctr 0.73 This truss is designed for a TC 10.0 20.0 D MT20 3.Ox 6.0 Ctr Ctr 0.56 creep factor of 1.5 which BC 10.0 0.0 S1 MT20 3.Ox 4.0 Ctr Ctr 0.44 is used to calculate total TC+BC 20.0 20.0 C MT20 3.Ox 4.0 Ctr Ctr 0.73 load deflection. Total 40.0 Spacing 24.0" Lumber Duration Factor 1.15 REVIEWED BY: Plate Duration Factor 1.15 MiTek Industries, Inc. Fb Fc Ft Emin 6904 Parke East Blvd. TC 1.15 1.10 1.10 1.10 Tampa, FL 33610 BC 1.10 1.10 1.10 1.10 REFER TO ONLINE PLUS GENERAL Total Load Reactions (Lbs) NOTES AND SYMBOLS SHEET FOR it Down Uplift Horiz- ADDITIONAL SPECIFICATIONS. A 880 60 U 125 R C 944 70 U 116 R NOTES: Trusses Manufactured by: it Brg Size Required U.S. Housing Components A 3.5" 1.5" Analysis Conforms To: C 3.5" 1.5" IBC2012 TPI 2007 Plus 15 Wind Load Case(s) OH Loading Plus 1 DL Load Case (s) Soffit psf 2.0 `�Mp,51A.(q�e'ii,�� Q 9-v� �� Membr CSI P Lbs Axl-CSI-Bnd This truss has been designed for 20.0 psf LL on the B.C. ��'` (j}STrA'• \ �'Q�' �Q'•, ----------Top Chords---------- in areas where a rectangle G -E 0.41 63 T 0.02 0.39 3- 6- 0 tall by No. 19300529 E -B 0.37 776 C 0.00 0.37 B -F 0.37 776 C 0.00 0.37 2- 0- 0 wide} will fit between the B.C. _ - F -H 0.40 59 T 0.02 0.38 and any other member.,O .Znrf O.2 '.�- , ' --------Bottom Chords--------- No wind exposure on right end. _ '• A -D 0.96 815 T 0.10 0.86 Wind Loads - ANSI / ASCE 7-10 iG D -Sl 0.96 814 T 0.10 0.86 SI -C 0.59 814 T 0.10 0.49 Truss is designed as a Main Wind -Force Resistance System y S/ONA1- /// webs------------- A -G 0.02 135 C WindLd - Directional. Wind Speed: 115 mph 11111()111(1111` A -E 0.94 1048 C Risk CategoryIII •25-0 E -D 0.22 236 C Mean Roof Height: December 17,2015 Online Plus"' 0 Copyright Mffel,0 lg 6 2015 Version 30.0.043 Engineering - Portrait 12117/2015 8:16:30 AM Pagel Job Ash -Lawn Mark R6 Quan Type Span Pl-H1 Left OH Right OH 1 SHPS 140800 4 1- 0- 0 1- 0- 0 Engineering T7781046 Ash Lawn HO 3-12 TC I1-0-0 I 4-0-0 4x9= B 10-8-0 HO 3-12 14-8-0 1-0-0 4x6 - C W:308 W:308 R: 942 R: 942 U: 70 U: 70 BC 4-1-12 10-6-4 14-8-0 ALL PLATES ARE MT2020 1 14-8-0 Scale: 0.380"= 1' bliTek® Online Plus' APPROX. TRUSS WEIGHT: 76.3 LBS Online Plus -- Version 30.0.043 Membr CSI P Lbs Axl-CSI-Bnd Wind Speed: 115 mph RUN DATE: 17 -DEC -15 ----------Top Chords---------- Risk Category III A -B 0.50 2265 C 0.06 0.44 Mean Roof Height: 25-0 Southern Pine lumber design B -C 0.94 2215 C 0.06 0.88 Exposure Category: B values are those effective C -D 0.50 2321 C 0.06 0.44 Building Type: Enclosed 06-01-13 by SPIB//ALSC UON --------Bottom Chords--------- Zone location: Exterior CSI -Size- ----Lumber---- A -F 0.78 2166 T 0.52 0.26 TC Dead Load 6.0 psf TC 0.94 2x 4 SP -1850£-1.7E F -E 0.92 2128 T 0.51 0.41 BC Dead Load 6.0 psf -- 0.50 2x 4 SP -#2 E -D 0.75 2215 T 0.53 0.22 Roof Snow Load per ASCE 7-10 A -B C -D -------------Webs------------- Ground Snow Load = 20.0 psf BC 0.92 2x 4 SP42 F -B 0.11 277 T Rain Load = 0.0 psf WB 0.12 2x 4 SP43 B -E 0.07 171 T Importance Factor 1.00 E -C 0.12 305 T Thermal Factor 1.00 Brace truss as follows: Exposure Factor 1.20 O.C. From To TL Defl -0.35" in F -E L/487 Balanced Load Factor 0.84 TC Cont. 0- 0- 0 14- 8- 0 LL Defl -0.13" in F -E L/999 Unbal snow loads checked or 24.0" 0- 0- 0 14- 8- 0 Shear // Grain in B -C 0.45 Upwnd ridge dist = 25.0 ft BC Cont. 0- 0- 0 14- 8- 0 Max comp. force 2321 Lbs or 120.0" 0- 0- 0 14- 8- 0 Plates for each ply each face. Max tens. force 2215 Lbs Plate - MT20 20 Ga, Gross Area Connector Plate Fabrication psf-Ld Dead Live Plate - MT2H 20 Ga, Gross Area Tolerance = 20% TC 10.0 20.0 Jt Type Plt Size X Y JSI This truss is designed for a BC 10.0 0.0 A MT20 3.Ox 5.0 Ctr Ctr 0.94 creep factor of 1.5 which TC+BC 20.0 20.0 B MT20 4.Ox 9.0 1.5-2.7 0.87 is used to calculate total Total 40.0 Spacing 24.0" C MT20 4.Ox 6.0 Ctr Ctr 0.94 load deflection. Lumber Duration Factor 1.15 D MT20 3.Ox 5.0 Ctr Ctr 0.97 Plate Duration Factor 1.15 F MT20 1.0x 4.0 Ctr Ctr 0.45 Fb Fc Ft Emin E MT20 3.Ox 4.0 Ctr Ctr 0.29 TC 1.00 1.00 1.00 1.00 BC 1.00 1.00 1.00 1.00 REVIEWED BY: MiTek Industries, Inc. Total Load Reactions (Lbs) 6904 Parke East Blvd. Jt Down Uplift Horiz- Tampa, FL 33610 A 943 71 U 13 R D 943 71 U 13 R REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR Jt Brg Size Required ADDITIONAL SPECIFICATIONS. A 3.5" 1.5" D 3.5" 1.5" NOTES: ����i\�Iflllllii/f//! OPS A.q40 TManufactured by: `\��\\\ LC# 1 Girder & Snow Load U.S. Housing Components ��� Z \8T"' .. Dur Fetrs - Lbr 1.15 Plt 1.15 Analysis Conforms To: ����G C��.,• plf - Dead Live* From To IBC2012 `� TC V 20 40 0.0' 14.7' TPI 2007 No, 19300529 BC V 20 0 0.0' 14.7' Girder Step Down Hip;_ J _ ~ - TC V 10 20 4.0' 10.7' Framing King Jacks • L �- F OF BC V 10 0 4.1' 10.5' BC V 80 80 4.1' CL -LB Jack 0 en Faced Open Setback 4- 0- 0 OH Loading STAT " - BC V 80 80 10.5' CL -LB Soffit psf 2.0 Plus 15 Wind Load Case(s) Wind Loads - ANSI / ASCE 7-10 E /// S/ONA�' /////lt(��11�114����\ Plus 8 Unbalanced Load Cases Truss is designed as a Main Plus 1 DL Load Case(s) Wind -Force Resistance System - Directional. December 17,2015 Online Plus' 0 Copyright MUM)1996-2015 Version 30.0.043 Engineering - Portrait 12/17/2015 8:16:35 Aho Page 1 Job Mark Quart Type Span P1 -H1 Left OH Right OH Engineering Ash Lawn R% 1 SHPS 140800 4 1- 0- 0 1- 0- 0 T7781047 Ash Lawn HO 3-12 HO 3-12 TC 11-0-0 1 6-0-0 1 8-8-0 1 14-8-0 11-0-0 4x5- 4x5- B C 4 � �\ 2-7-11 2-3-12 3x4 - 3x4 - A D 3x4 - W:308 W:308 R: 702 R: 703 U: 49 U: 49 14-8-0 ALL PLATES ARE MT2020 Scale: 0.384"= I' MiTekm Online Plus- APPROX. TRUSS WEIGHT: 69.2 LBS Online Plus -- Version 30.0.043 B -E 0.07 174 T RUN DATE: 17 -DEC -15 E -C 0.07 174 T Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.55 2x 4 SP -#2 BC 0.58 2x 4 SP -#2 WB 0.07 2x 4 SP -#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 14- 8- 0 or 48.0" 0- 0- 0 14- 8- 0 BC Cont. 0- 0- 0 14- 8- 0 or 120.0" 0- 0- 0 14- 8- 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 Fb Fc Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 703 50 U 20 R D 703 50 U 20 R Jt Brg Size Required A 3.511 1.5" D 3.511 1.5" Plus 15 Wind Load Case(s) Plus 8 Unbalanced Load Cases Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.55 1091 C 0.01 0.54 B -C 0.23 1111 C 0.01 0.22 C -D 0.55 1090 C 0.01 0.54 --------Bottom Chords --------- A -E 0.58 1037 T 0.23 0.35 E -D 0.58 1037 T 0.23 0.35 -------------Webs------------- TL Defl -0.16" in E -D L/999 LL Defl -0.07" in E -D L/999 Shear // Grain in A -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.Ox 4.0 Ctr Ctr 0.58 B MT20 4.Ox 5.0 Ctr Ctr 0.91 C MT20 4.Ox 5.0 Ctr Ctr 0.91 D MT20 3.Ox 4.0 Ctr Ctr 0.58 E MT20 3.Ox 4.0 Ctr Ctr 0.17 REVIEWED BY: MiTek Industries, 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: IBC2012 TPI 2007 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. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 115 mph Risk Category III Mean Roof Height: 25-0 Exposure Category: B Building Type: Enclosed Zone location: Exterior Online PusTM ® Copyright M7eM 1996-2015 Version 30.0.043 Engineering - Portrait 12117/2015 8:16:39 AM Page 1 TC Dead Load 6.0 psf BC Dead Load 6.0 psf Roof Snow Load per ASCE 7-10 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 1111 Lbs Max tens. force 1037 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. ��\kj1111III////// \ \\\\\\COMPS A. 44� ��i�,,i ST"** No, 19300529 ' O _STAT OF 0NAi December 17,2015 Job j Ash Lawn Mark R8 Quan Type Span Pl-Hl Left OH Right OH 2 TR 80900 6 1- 0- 0 1- 0- 0 Engineering T7781048 Ash Lawn HO 5-12 HO 5-12 1 1-0-0 4-4-8 1 8-9-0 1 1-0-0 4x4= B 6 3-0-3 2-8-0 2x4= 2x4= A C D 1 4 x II W:308 W:308 R: 414 R: 413 U: 33 U: 33 LA 8-9-0 ALL PLATES ARE MT2020 miTek@ Online Plus-APPROX. TRUSS WEIGHT: 43.7 LBS 14 Online Plus -- Version 30.0.043 D -C 0. 339 T 0.07 0.07 RUN DATE: 17 -DEC -15 -------------Webs------------- D -B 0.04 96 T Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.16 2x 4 SP42 BC 0.14 2x 4 SP -#2 WB 0.04 2x 4 SP -#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 8- 9 - or 48.0" 0- 0- 0 8- 9 - BC Cont. 0- 0- 0 8- 9 - or 105.0" 0- 0- 0 8- 9- 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 Fb Fc Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 414 33 U 27 R C 414 33 U 27 R it Brg Size Required A 3.5" 1.5" C 3.5" 1.5" Plus 15 Wind Load Case(s) Plus 2 Unbalanced Load Cases Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ---Top Chords ---------- * -B 0.16 383 C 0.00 0.16 B -C 0.16 383 C 0.00 0.16 --------Bottom Chords --------- A -D 0.14 339 T 0.07 0.07 TL Defl -0.01" in D -C L/999 LL Defl -0.01" in A -D L/999 Shear // Grain in A -B 0.16 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area it Type Plt Size X Y is A MT20 2.Ox 4.0 0.3 0.2 0.69 B MT20 4.Ox 4.0 Ctr Ctr 0.45 C MT20 2.Ox 4.0-0.3 0.2 0.69 D MT20 1.0x 4.0 Ctr Ctr 0.25 REVIEWED BY: MiTek Industries, 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: IBC2012 TPI 2007 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. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 115 mph Risk Category III Mean Roof Height: 25-0 Online Plus" 9 Copyright MITeIA 1996-2015 Version 30.0.043 Engineering - Portrait 1 2 /1 7101 5 8:16:42 AM Pagel Scale: 0.562'= 1' Exposure Category: B Building Type: Enclosed Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Roof Snow Load per ASCE 7-10 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 Par -to -ridge not req'd Max comp. force 383 Lbs Max tens. force 339 Lbs Connector Plate Fabrication Tolerance = 205 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. A. 448'/ii��i \ � `P� CLQ •. :. No. 19300529 -_ o� S'TM ONAL v� 011" December 17,2015 Job Ash Lawn Ma=k CJI Quan Type Span P1 -H1 Left OH Right OH 2 JCA2 50606 2.828 1- 5- 0 0 Engineering T7781049 Ash Lawn IT 1-11-4 1-7-6 HO 3-12 HO 1-7-6 1x411 W:308 R: 314 U: 31 BC 5-6-6 5-6-6 ALL PLATES ARE MT2020 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.011 Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Fb Fc Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 314 31 U 37 R C 219 20 U 21 R it Brg Size Required A 3.511 1.511 C 3.511 1.511 Plus 12 Wind Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd --Top Chords ---------- A -B 0.39 15 C 0.00 0.39 --------Bottom Chords --------- A -C 0.32 20 T 0.00 0.32 -------------Webs------------- C -B 0.02 145 C 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: IBC2012 TPI 2007 OR 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. No wind exposure on right end. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 115 mph Risk Category III Mean Roof Height: 25-0 Online PlusTM © Copyright M7ek®1996-2015 Version 30.0.043 Engineering - Portrait 12/17/2015 8:18:45 AM Page t 2-(.148"x311) gun toenails Scale: 0.607'= 1' Exposure Category: B Building Type: Enclosed Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Roof Snow Load per ASCE 7-10 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 145 Lbs Max tens. force 38 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. December 17,2015 MiTek® Online Plus- APPROX. TRUSS WEIGHT: 26.0 LBS Online Plus -- Version 30.0.043 TL Defl -0.09" in A -C L/678 RUN DATE: 17 -DEC -15 LL Defl -0.04" in A -C L/999 Shear // Grain in A -B 0.18 Southern Pine lumber design values are those effective Plates for each ply each face. 06-01-13 by SPIB//ALSC UON Plate - MT20 20 Ga, Gross Area CSI -Size- ----Lumber---- Plate - MT2H 20 Ga, Gross Area TC 0.39 2x 4 SP -#2 it Type Plt Size X Y JSI BC 0.32 2x 4 SP -#2 A MT20 2.Ox 4.0 Ctr Ctr 0.81 WB 0.02 2x 4 SP -#3 B MT20 1.Ox 4.0 Ctr Ctr 0.25 C MT20 1.Ox 4.0 Ctr Ctr 0.25 Brace truss as follows: O.C. From To REVIEWED BY: TC Cont. 0- 0- 0 5- 6- 6 MiTek Industries, Inc. or 48.011 0- 0- 0 5- 6- 6 6904 Parke East Blvd. BC Cont. 0- 0- 0 5- 6- 6 Tampa, FL 33610 or 66.411 0- 0- 0 5- 6- 6 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.011 Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Fb Fc Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 314 31 U 37 R C 219 20 U 21 R it Brg Size Required A 3.511 1.511 C 3.511 1.511 Plus 12 Wind Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd --Top Chords ---------- A -B 0.39 15 C 0.00 0.39 --------Bottom Chords --------- A -C 0.32 20 T 0.00 0.32 -------------Webs------------- C -B 0.02 145 C 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: IBC2012 TPI 2007 OR 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. No wind exposure on right end. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 115 mph Risk Category III Mean Roof Height: 25-0 Online PlusTM © Copyright M7ek®1996-2015 Version 30.0.043 Engineering - Portrait 12/17/2015 8:18:45 AM Page t 2-(.148"x311) gun toenails Scale: 0.607'= 1' Exposure Category: B Building Type: Enclosed Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Roof Snow Load per ASCE 7-10 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 145 Lbs Max tens. force 38 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. December 17,2015 Job AS%2 Lawn Ma=k F1 _:t: Quan Type Span Pl-Hl Left OH Right OH 5 JCA2 40000 4 1- 0- 0 0 Engineering T7781050 Ash Lawn HO 3-12 TC I 1-0-0 4 1-11-11 1-7-12 #3x6- A W:308 R: 226 U: 13 4-0-0 HO 1-7-12 BC 4-0-0 4-0-0 Flz ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR 2-(.148"x3") gun toenails 2-(.1481lx3") gun toenails Scale: 0.775"= 1' tdiTek'D Online P1usTM APPROX. TRUSS WEIGHT: 17.7 LBS Online Plus -- Version 30.0.043 Shear // Grain in A -B 0.25 Mean Roof Height: 25-0 RUN DATE: 17 -DEC -15 Exposure Category: B Plates for each ply each face. Building Type: Enclosed Southern Pine lumber design Plate - MT20 20 Ga, Gross Area Zone location: Exterior values are those effective Plate - MT2H 20 Ga, Gross Area TC Dead Load : 6.0 psf 06-01-13 by SPIB//ALSC UON Jt Type Plt Size X Y JSI BC Dead Load 6.0 psf CSI -Size- ----Lumber---- A# MT20 3.Ox 6.0 Ctr Ctr 0.49 Roof Snow Load per ASCE 7-10 TC 0.63 2x 4 SP -#2 Ground Snow Load = 20.0 psf BC 0.94 2x 4 SP -#2 # = Plate Monitor used Rain Load = 0.0 psf REVIEWED BY: Importance Factor 1.00 Brace truss as follows: MiTek Industries, Inc. Thermal Factor 1.00 O.C. From To 6904 Parke East Blvd. Exposure Factor 1.20 TC Cont. 0- 0- 0 4- 0- 0 Tampa, FL 33610 Balanced Load Factor 0.84 or 48.0" 0- 0- 0 4- 0- 0 Unbal cases not req'd BC Cont. 0- 0- 0 4- 0- 0 REFER TO ONLINE PLUS GENERAL Par -to -ridge not req'd or 48.0" 0- 0- 0 4- 0- 0 NOTES AND SYMBOLS SHEET FOR Max comp. force 30 Lbs ADDITIONAL SPECIFICATIONS. Max tens. force 20 Lbs psf-Ld Dead Live Connector Plate Fabrication TC 10.0 20.0 For proper installation of Tolerance = 20% BC 10.0 0.0 toe -nails, refer to the 2005 This truss is designed for a TC+BC 20.0 20.0 National Design Specification creep factor of 1.5 which Total 40.0 Spacing 24.0" (NDS) for Wood Construction is used to calculate total Lumber Duration Factor 1.15 load deflection. Plate Duration Factor 1.15 NOTES: Fb Fc Ft Emin Trusses Manufactured by: TC 1.15 1.10 1.10 1.10 U.S. Housing Components BC 1.10 1.10 1.10 1.10 Analysis Conforms To: IBC2012 Total Load Reactions (Lbs) TPI 2007 Jt Down Uplift Horiz- OH Loading A 227 13 U 38 R Soffit psf 2.0 C 157 18 U 20 R This truss has been designed L on the rLC 20.0 psf Jt Brg Size Required A 3.5" 1.5" inareas where rectangle 3- 6- 0 tall b \`��op S A. �� y t� �C,\STEA C 3.5" 1.5" 2- 0- 0 wide \� ��•"'. will fit between the B.C. _: P� Plus 12 Wind Load Case(s) and any other member. N0.19300529 Plus 1 DL Load Case(s) NOTE: USER MODIFIED PLATES •-_ Membr CSI P Lbs Axl-CSI-Bnd This design may have plates selected through a plate3'T '' N, 0- ----------ToP Chords---------- monitor. 1 A -B 0.63 30 C 0.00 0.63 Wind Loads - ANSI / ASCE 7-10 --------Bottom Chords--------- Truss is designed as a Main S �O A -C 0.94 20 T 0.00 0.94 Wind -Force Resistance System //////��,DNA' 111111 1E`O��� TL Defl -0.10" in A -C L/398 Wind Speed: 115 mph LL Defl -0.06" in A -C L/732 Risk Category III December 17,2015 Online PlusTM ©Copyright MiTek®1996-2015 Verson 30.0.043 Engineering- Portrait 12 /1 712 01 5 8:16:48 AM Page 1 Job Ash Lawn Mark J2 Quan Type Span Pl-Hl Left OH Right OH 4 JCA2 11015 4 1- 0- 0 0 Engineering T7781051 Ash Lawn HO 3-12 HO 11-6 TC1 1-0-0 1-10-15 4 W:308 R: 146 U: 11 BC 1-10-15 1-10-15 ALL PLATES ARE MT2020 2-(.148"x3") gun toenails MiTek© Online Plus'"' APPROX. TRUSS WEIGHT: 9.6 LBS Online Plus -- Version 30.0.043 LL Defl 0.00" in A -C L/999 RUN DATE: 17 -DEC -15 Shear // Grain in A -B 0.09 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.07 2x 4 SP -#2 BC 0.12 2x 4 SP -#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1-10-15 or 22.9" 0- 0- 0 1-10-15 BC Cont. 0- 0- 0 1-10-15 or 22.9" 0- 0- 0 1-10-15 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 Fb Fc Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 146 11 U 17 R C 71 9 U 9 R Jt Brg Size Required A 3.5" 1.5" C 3.5" 1.5" Plus 12 Wind Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ---Top Chords ---------- A -B 0.07 10 C 0.00 0.07 ---Bottom Chords --------- A -C 0.12 9 T 0.00 0.12 TL Defl 0.00" in A -C L/999 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.Ox 4.0 Ctr Ctr 0.73 REVIEWED BY: MiTek Industries, 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: IBC2012 TPI 2007 OR 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. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 115 mph Risk Category III Mean Roof Height: 25-0 Exposure Category: B Building Type: Enclosed Online PlasTM 9 Copyright MiTek®1996-2015 Verson 30.0.043 Engineering- Portrait 12/17/2015 8:16:51 AM Page i 2-(.148"x3") gun toenails Scale: 0.895"= l' Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Roof Snow Load per ASCE 7-10 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 10 Lbs Max tens. force 9 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. \\i111fU Ililll//�/ �ONS A. 44 B i No, 19300529 STAT OF Alm' -!• . Uzi:-� ""`�=`�'��``�� '/ONA' \ENO��`� December 17,2015 Job Ash Lawn Mark R9 Quan Type Span P1 -H1 Left OH RightOH 7 TR 200608 4 1- 0- 0 1- 0- 0 Engineering 77781052 Ash Lawn -7 4-0-12 3-8-13 J_ HO 3-12 0 0 0 TCI i 5-6-12 10-3-4 1 14-11-12 4x4 - B HO 3-12 0 0 0 20-6-8 Ll #4x7 = #3x5 - HGR W:308 R: 885 R: 885 U: 65 U: 65 BCJ 10-3-4 1 20-6-8 on-G-c ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR MiTek® Online Plus'^' APPROX. TRUSS WEIGHT: 108.9 LBS Online Plus -- Version 30.0.043 E -D 0.28 510 C RUN DATE: 17 -DEC -15 D -B 0.23 569 T D -F 0.28 510 C 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 0.82 2x 4 SP -#2 WB 0.28 2x 4 SP -#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 20- 6- 8 or 42.0" 0- 0- 0 20- 6- 8 BC Cont. 0- 0- 0 20- 6- 8 or 120.0" 0- 0- 0 20- 6- 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 Fb FC Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 886 66 U 35 R C 886 66 U 35 R Jt Brg Size Required A 3.5" 1.5" C 3.5" 1.5" Plus 15 Wind Load Case(s) Plus 2 Unbalanced Load Cases Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -E 0.38 1831 C 0.04 0.34 E -B 0.30 1342 C 0.01 0.29 B -F 0.30 1342 C 0.01 0.29 F -C 0.38 1831 C 0.04 0.34 --------Bottom Chords --------- A -D 0.82 1749 T 0.39 0.43 D -S1 0.82 1749 T 0.39 0.43 S1 -C 0.65 1749 T 0.39 0.26 -------------Webs------------- TL Defl -0.32" in D -C L/741 LL Defl -0.08" in D -C L/999 Shear // Grain in A -E 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.Ox 4.0 Ctr Ctr 0.96 E MT20 l.Ox 4.0 Ctr Ctr 0.56 B MT20 4.Ox 4.0 Ctr Ctr 0.86 F MT20 l.Ox 4.0 Ctr Ctr 0.56 C MT20 3.Ox 4.0 Ctr Ctr 0.96 D# MT20 4.Ox 7.0 Ctr Ctr 0.33 S1#MT20 3.Ox 5.0 Ctr Ctr 0.68 # = Plate Monitor used REVIEWED BY: MiTek Industries, 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: IBC2012 TPI 2007 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. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Online Plus^' ® Copyright MITek®1996-2015 Version 30.0.043 Engineering - Portrait 12/1712015 8:16:55 AM Page 1 Scale: 0.288" = 1' Wind Speed: 115 mph Risk Category III Mean Roof Height: 25-0 Exposure Category: B Building Type: Enclosed Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Roof Snow Load per ASCE 7-10 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 Par -to -ridge not req'd Max comp. force 1831 Lbs Max tens. force 1749 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. �\\t\1111111(tttt� OMp S A. No,19300529 0 ' _ T ^OF� i 3J� Emm December 17,2015 Job Ash -Lawn Mark RIO Quan Type Span P1 -H1 Left OH Right OH 6 TR 200500 6 1- 0- 0 1- 0- 0 Engineering T7781053 Ash Lawn HO 5-12 0 0 0 0 TCI i 5-2-14 10-2-8 #4x5 = B 15-2-2 20-5-0 HO 5-12 6 #2x4 EF 5-11-3 / 5-7-0 #3x5 = #3x5 = A C D S1 #4x7 = #3x5 - W:308 W:308 R: 880 R: 880 U: 65 U: 65 BCJ f 10-2-8 1 20_5_0 ALL PLATES ARE MT2020, # = PLATE SELECTED IN 20-5-0 PLATE MONITOR Scale: 0.290° =1' MiTek® Online Plus^ APPROX. TRUSS WEIGHT: 116.7 LBS Online Plus -- Version 30.0.043 E -D 0.22 335 C Wind Speed: 115 mph RUN DATE: 17 -DEC -15 D -B 0.21 514 T Risk Category III D -F 0.22 335 C Mean Roof Height: 25-0 Southern Pine lumber design Exposure Category: B valuesare those effective TL Defl -0.22" in A -D L/999 Building Type: Enclosed 06-01-13 by SPIB//ALSC UON LL Defl -0.05" in A -D L/999 Zone location: Exterior CSI -Size- ----Lumber---- Shear // Grain in E -B 0.20 TC Dead Load 6.0 psf TC 0.28 2x 4 SP -112 BC Dead Load 6.0 psf BC 0.66 2x 4 SP42 Plates for each ply each face. Roof Snow Load per ASCE 7-10 WB 0.22 2x 4 SP -113 Plate - MT20 20 Ga, Gross Area Ground Snow Load = 20.0 psf Plate - MT2H 20 Ga, Gross Area Rain Load = 0.0 psf Brace truss as follows: Jt Type Plt Size X Y JSI Importance Factor 1.00 O.C. From To A# MT20 3.Ox 5.0 0.3 0.1 0.63 Thermal Factor 1.00 TC Cont. 0- 0- 0 20- 5- 0 E# MT20 2.Ox 4.0 Ctr Ctr 0.29 Exposure Factor 1.20 or 48.0" 0- 0- 0 20- 5- 0 B# MT20 4.Ox 5.0 Ctr Ctr 0.57 Balanced Load Factor 0.84 BC Cont. 0- 0- 0 20- 5- 0 F# MT20 2.Ox 4.0 Ctr Ctr 0.29 Unbal snow loads checked or 120.0" 0- 0- 0 20- 5- 0 C# MT20 3.Ox 5.0-0.3 0.1 0.63 Par -to -ridge not req'd D# MT20 4.Ox 7.0 Ctr Ctr 0.29 Max comp, force 1242 Lbs psf-Ld Dead Live S1#MT20 3.Ox 5.0 Ctr Ctr 0.44 Max tens. force 1112 Lbs TC 10.0 20.0 Connector Plate Fabrication BC 10.0 0.0 # = Plate Monitor used Tolerance = 20% TC+BC 20.0 20.0 REVIEWED BY: This truss is designed for a Total 40.0 Spacing 24.0" MiTek Industries, Inc. creep factor of 1.5 which Lumber Duration Factor 1.15 6904 Parke East Blvd. is used to calculate total Plate Duration Factor 1.15 Tampa, FL 33610 load deflection. Fb Fc Ft Emin TC 1.15 1.10 1.10 1.10 REFER TO ONLINE PLUS GENERAL BC 1.10 1.10 1.10 1.10 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Total Load Reactions (Lbs) Jt Down Uplift Horiz- NOTES: A 881 66 U 65 R Trusses Manufactured by: C 881 66 U 65 R U.S. Housing Components Analysis Conforms To: Jt Brg Size Required IBC2012 A 3.5" 1.5" TPI 2007 C 3.5" 1.5" OHLoag Soffitnpsf 2.0 \\\\\1111111111///// PISA A4 q4e�����/i 15 This truss has been designed 'G\STAR �2/ �i� Plus Wind Load Case (s) `�� �Z •, Plus 2 Unbalanced Load Cases for 20.0 psf LL on the B.C. ` tQlG FQ•,, Plus 1 DL Load Case(s) in areas where a rectangle _ 3- 6- 0 tall by = No,19300529 - Membr CSI P Lbs Axl-CSI-Bnd 2- 0- 0 wide ----------Top Chords---------- A -E 0.27 1292 C 0.01 0.26 will fit between the B.C. and any other member. D - ST�;T E -B 0.28 915 C 0.00 0.28 B -F 0.28 915 C 0.00 0.28 NOTE: USER MODIFIED PLATES This design may have plates '.; �Jt/ F -COF 0.27 1242 C 0.01 0.26 selected through a plate -JAI i ONAt \ A -D 0 66tt1112hTrd0 15 0.51 WindnLoads - ANSI / ASCE 7-10 /////111111111\\\ D -Sl 0.66 1112 T 0.15 0.51 Truss is designed as a Main S1 -C 0.59 1112 T 0.24 0.35 Wind -Force Resistance System -------------Webs------------- - Directional. December 17,2015 Online PlusT © Copyright MTekc) 1996-2015 Vemlon 30.0.043 Engineering - PoNait 12/17/2015 8:16:58 AM Page