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HomeMy WebLinkAboutTruss Plans 4. Job tTruss Truss Type Oty Ply JOBS OUEENPOST 13 1 NOFFKE L ER INC 4.0 -32 s Mar 281997 MiTek Industries, Inc. Thu Jun 19 10:30:50 1997 Pay to-p 5 -5 -0 11 -0 -0 1 16 -7 -0 1 22 -0-0 2 0 1 -0 -0 5 -5 -0 5 -7 -0 5 -7 -0 5 -5 -0 1 -0 -0 5x5 5'` 12.00 [12 2x4 2x4// co o fi 1 5x5 5x5 5x5 5x50 l 4x7 1 1 3 7 co o f� 8 0 10 6x8 1 11 -0 -0 1— 22 -0 -0 -1 11 -0 -0 11 -0 -0 Plate Offsets (X,Y): [2:0- 0- 2,0- 2- 8[8:0- 0- 2,0 -4 -9) LOADING (pst) SPACING 2 -0 -0 CSI DEFL (in) (loc) 1 /deg PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.50 Vert(LL) -0.02 10 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.45 2 -10 >581 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.02 8 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length LL dell 360 Weight: 108 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No -2 TOP CHORD Sheathed or 5 -0 -12 on center purlin spacing. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 on center bracing. WEBS 2 X 4 SPF No.2 SLIDER Left 2 X 6 SPF No.2 3 -9 -1, Right 2 X 6 SPF No.2 3 -9 -1 REACTIONS (1b /size) 2= 1108/0 -3 -8, 8= 1108/0 -3 -8 FORCES (Ib) TOP CHORD 1 -2 =16, 2 -3= -989, 3 -4= -989, 4 -5= -698, 5 -6= -698, 6 -7= -989, 7 -8= -989, 8 -9 =16 BOT CHORD 2 -10 =662, 8 -10 =662 WEBS 4-10=-242, 5-10=566, 6-10=-242 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard C iti 7 2 Job Truss Truss Type Qty ply JOBS T QUEENPOST 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Thu Jun 19 10:31:13 1997 Page 1 -1-810 11 -0 -0 22 -0 -0 1 -0 -0 11 -0 -0 11 -0 -0 1 -0 -0 5x5= 2x411 8 2x411 2x411 s 12.0012 2x411 7 2x411 10 2x411 6 I I 2 411 1 11 2x4 II i 2x411 4 2x4 II 1 2 1 it 1 45 0 2827 26 25 24 23 22 21 20 19 18 1716 8x8 2x4 11 2x4 I 1 2x411 2x4 11 6x6 2x4 11 2x411 2x4 I 1 2x4 112x4 11 2x411 8x8= 1 22 -0-0 22-0-0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) 1 /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 IC 0.13 Vert(LL) n/a n/a M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.04 Vert(TL) 0.01 1 -2 >999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 n/a BCDL 10.0 Code BOCA /ANSI95 (Matrix) Min Length LL dell 999 Weight: 139 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6 -0 -0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2 -0 -0 on center bracing, Except: WEBS 2 X 4 SPF Stud WEBS 1 Row at midpt 8 -22, 7 -23, 9 -21 OTHERS 2 X 4 SPF Stud 'Except* ST6 2 X 4 SPF No.2, ST5 2 X 4 SPF No.2, ST4 2 X 4 SPF No.2 ST5 2 X 4 SPF No.2, ST4 2 X 4 SPF No.2 REACTIONS (Ib /size) 28= 181/22 -0 -0, 22= 168/22 -0 -0, 16= 181/22 -0 -0, 23= 187/22 -0 -0, 24= 190/22 -0 -0, 25= 185/22 -0 -0, 26= 200/22 -0 -0, 27= 79/22 -0-0, 21= 187/22 -0 -0, 20= 190/22 -0 -0, 19= 185/22 -0 -0, 18= 200/22 -0 -0, 17= 79/22 -0 -0 Max Horz 28= 11(Ioad case 1), 16=- 11(Ioad case 1) Max Gray 23= 193(load case 2), 24= 190(load case 1), 25= 185(Ioad case 2), 26= 200(load case 1), 27= 83(load case 2), 21= 193(load case 3), 2 0= 190(load case 1). 19= 185(load case 3), 18= 200(load case 1), 17= 83(load case 3) FORCES (Ib) TOP CHORD 1 -2 =60, 2- 3 -57, 3 -4 =42, 4- 5 -68, 5 -6 =38, 6 -7 =37, 7 -8 =38, 8- 9 -67, 9- 10 -68, 10- 11 -67, 11- 12 -68, 12- 13 -63, 13- 14 -57, 14- 15 =60, 2 -28= -155, 14- 16 -155 BOT CHORD 27 -28 =0, 26 -27 =0, 25 -26 =0, 24 -25 =0, 23 -24 =0, 22 -23 =0, 21 -22 =0, 20 -21 =0, 19 -20 =0, 18 -19 =0, 17 -18 =0, 16 -17 =0 WEBS 8-22=-128, 7-23=-147, 6-24=-149, 5-25=-146, 4-26=-156, 3-27=-71, 9-21=-147, 10-20=-149, 11-19=-146, 12-18=-156, 13- 17 -71 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2 -0 -0 on center. 6) For studs exposed to wind, see MiTek "Standard Gable End Detail" 7) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply JOBS QUEENPOST 6 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Thu Jun 19 10:32:04 1997 Page 1 5 -5 -0 11 -0 -0 16 -7 -0 22 -0-0 2p -0 5 -5 -0 5 -7 -0 5 -7 -0 5 -5 -0 1 -0 -0 5x5= 4 12.00 12 2x4 °Q 2x4 3 5x5 AL 5x5 4x711 2 �4x7 I o 9 6x8= 11 -0 -0 22 -0 -0 11 -0 -0 11 -0 -0 Plate Offsets (X,Y): [1:0- 0- 2,0 -2 -81, [7:0- 0- 2,0 -4-9J LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I /deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.50 Vert(LL) -0.02 9 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.82 Vert(LL) -0.45 1 -9 >581 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.02 7 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length LL deft 360 Weight: 107 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 5 -0 -12 on center purlin spacing. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 on center bracing. WEBS 2 X 4 SPF No.2 SLIDER Left 2 X 6 SPF No.2 3 -9 -1, Right 2 X 6 SPF No.2 3 -9 -1 REACTIONS (Ib/size) 1= 1034/0 -3 -8, 7= 1108/0 -3 -8 FORCES (Ib) TOP CHORD 1 -2= -989, 2 -3= -989, 3 -4 =-698, 4 -5= -698, 5 -6= -989, 6 -7= -989, 7 -8 =16 BOT CHORD 1- 9=662, 7 -9=662 WEBS 3 -9= -242, 4 -9 =566, 5 -9= -242 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply JOBS QUEENPOST 4 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Thu Jun 19 10:32:59 1997 Page 1 9-8 5 -1 -8 I 10 -8 -8 16 -3 -8 21 -8 -8 1 0 -3 -8 5 -1 -8 5 -7 -0 5 -7 -0 5 -5 -0 1 -0 -0 5x5= 3 12.00 12 5x5 2x4 T 2 e. x5\\ 5x5 2x411 5 1 $0 24x7 I( o 9 8 3x5= 6x8= 0�� 8 10-8-8 I 21 -8 -8 0 -3 -8 10 -8 -8 11 -0 -0 Plate Offsets (X,Y): ]6:0-0-2,0 -4-9] LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) 1 /deg PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.57 Vert(LL) -0.02 8 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.81 Vert(TL) -0.46 6 -8 >566 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.02 6 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length LL deg 360 Weight: 108 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 5 -1 -12 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 on center bracing. WEBS 2 X 4 SPF No.2 *Except* W4 2 X 4 SPF Stud SLIDER Right 2 X 6 SPF No.2 3 -9 -1 REACTIONS (lb /size) 9= 1013/0 -3 -8, 6= 1087/0 -3 -8 FORCES (Ib) TOP CHORD 1 -2 =0, 2 -3 =-670, 3 -4 =-670, 4 -5= -961, 5 -6= -961, 6 -7 =16, 1 -9= -180 BOT CHORD 8- 9=608, 6 -8=644 WEBS 2-8=-192, 3-8=527, 4-8=-243, 2-9=-948 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard l /Y7 Job Truss Truss Type Qty Ply JOBS f QUEENPOST 5 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Thu Jun 19 10:33:54 1997 Page t I 4 -1 -0 8 4 0 I 12 -7 0 1 16 -8 -0 1 -p 4 -1 -0 4 -3 -0 4 -3 -0 4 -1 -0 1 -0 -0 5x5= 4 ;i 12.00 12 2 x40 2x4 t N 3 f cn 5x5// 3x7 I I 5x5 2 AIL It 3x7II 1 °I .5 I° 9 3x10 I 8 -4 -0 I 16-8-0 —I 8 -4 -0 8 -4 -0 Plate Offsets (X,Y): [1:0 -0- 10,0 -2- 0],[7:0 -0- 10,0 -4-1] LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.28 Vert(LL) -0.01 9 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.16 1 -9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.01 7 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length LL deft 360 Weight: 81 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6 -0 -0 on center purlin spacing. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 on center bracing. WEBS 2 X 4 SPF Stud *Except* W1 2 X 4 SPF No.2 SLIDER Left 2 X 6 SPF No.2 2 -9 -12, Right 2 X 6 SPF No.2 2 -9 -12 REACTIONS (Ib /size) 1= 783/0 -5 -8, 7= 857/0 -5 -8 FORCES (lb) TOP CHORD 1 -2= -742, 2 -3= -742, 3-4=- 521, 4-5= -521, 5 -6= -742, 6 -7= -742, 7 -8 =16 BOT CHORD 1- 9=489, 7 -9=489 WEBS 3 -9 173, 4 -9= 415, 5 -9= -173 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) this truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply JOBS QUEENPOST 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Thu Jun 19 10:34:11 1997 Page 1 1 1 -0 -0 8-4 -0 I 16 -8 -0 1 -8 -1] 1 -0 -0 8 4 0 8 -4 -0 1 -0 -0 5x5= 7 2x411 2x411 12 [12 2x411 6 8 I 2x4 I I N 2x4 11 5 9 o) 5x5 /i il 2x411 05x5 4 1 3x711 p 3x711 2 1 I �1 K8 0 t we I o o 20 19 18 17 16 15 14 2x411 2x411 2x4 I I 2x4 I I 2x411 2x411 2x411 1 18 -8 -0 1 16 -8 -0 Plate Offsets (X,Y): [2:0 -0- 10,0 -2- 0],(12:0 -0- 10,0 -4 -1] LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) 1/dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.09 Vert(LL) n/a n/a M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.02 Vert(TL) 0.00 12 -13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Min Length LL deft 999 Weight: 97 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6 -0 -0 on center purlin spacing. BOT CHORD 2 X 4 SPF No.2 BOT CI HORD Rigid ceiling directly applied or 2 0 0 on center bracing. OTHERS 2 X 4 SPF Stud *Except* WEBS 1 Row at midpt 7 -17 ST4 2 X 4 SPF No.2 SLIDER Left 2 X 6 SPF No.2 1 -6 -9, Right 2 X 6 SPF No.2 1 -6 -9 REACTIONS (Ib /size) 2= 239/16 -8 -0, 12= 239/16 -8 -0, 17= 106/16 -8 -0, 18= 184/16 -8 -0, 19= 188/16 -8 -0, 20= 194/16 -8 -0, 16= 184/16 -8 -0, 15= 188/16 -8 -0, 14= 194/16 -8 -0 Max Horz 2= 44(load case 1), 12=- 44(load case 1) Max Gray 18= 192(load case 2), 19= 188(load case 1), 20= 200(load case 2), 16= 192(load case 3), 15= 188(load case 1), 14= 200(load case 3) FORCES (Ib) TOP CHORD 1 -2 =32, 2 -3= -145, 3- 4 -63, 4 -5= -115, 5 -6= -116, 6 -7= -113, 7 -8= -113, 8 -9= -116, 9 -10= -115, 10- 11 -63, 11 -12= -145, 12 -13 =32 BOT CHORD 2 -20 =0, 19 -20 =0, 18 -19 =0, 17 -18 =0, 16 -17 =0, 15 -16 =0, 14 -15 =0, 12 -14 =0 WEBS 7-17=-66, 6-18=-143, 5-19=-150, 4-20=-147, 8-16=-143, 9-15=-150, 10-14=-147 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2 -0 -0 on center. 5) For studs exposed to wind, see MiTek "Standard Gable End Detail" 6) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard 7 1 6,---' r Job Truss Truss Type Qty Ply JOBS MONO HIP 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Thu Jun 19 10:34:55 1997 Page 1 -O -P 5 -0 -4 1 9-9-0 1 16 -8 -0 1 1 -0 -0 5 -0 -4 4 -8 -12 6 -11 -0 4x7=- 2x411 5 6 12.00 12 2x44 r co 0 5x5 5x5// 3x7 11 1 c :1 1 8 7 3x5= 3x5= I 9 -9 -0 I 1B -8 -0 I 9 -9 -0 6-11 -0 Plate Offsets (X,Y): [2:0 -0- 10,0 -4- 1],[5:0- 5- 4,0 -1 -12] LOADING (pst) SPACING 2 CSI DEFL (in) (loc) Heil PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.87 Vert(LL) -0.01 8 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.53 Vert(TL) -0.30 2 -8 >666 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.01 7 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length LL den 360 Weight: 95 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6 -0 -0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 on center bracing. WEBS 2 X 4 SPF No.2 WEBS 1 Row at midpt 6 -7, 5 -7 SLIDER Left 2 X 6 SPF No.2 3 -5 -12 REACTIONS (lb /size) 7= 774/0 -5 -8, 2= 853/0 -5 -8 FORCES (Ib) TOP CHORD 1 -2 =16, 2 -3= -702, 3 -4= -702, 4 -5= -452, 5- 6 -19, 6 -7= -233 BOT CHORD 2 -8 =489, 7 -8 =339 WEBS 4 -8= -230, 5 -8 =345, 5 -7= -582 NOTES 1) Provide adequate drainage to prevent water ponding. 2) All plates are M20 plates unless otherwise indicated. 3),This truss has been designed with ANSI /TPI 1 -1995 criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty 1Ply JOBS MONO HIP l./ 11 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Thu Jun 19 10:35:55 1997 Page 1 -1-0-p 6 -0 -4 11 -9 -0 16 -8 -0 l 1 -0 -0 6 -0 -4 5 -8 -12 4 -11 -0 4x7 2x4 11 5 6 12.00 12 3x7 r r co 5x5// 5x5 3x7 11 3 4, V F 2 81 9 8 7 2x411 3x5= 3x5= I 6 -0 -4 l 11 -9 -0 l 16 -8 -0 l 6 5 -8 -12 4 -11 -0 Plate Offsets (X,Y): [2:0-0-10,0-4-1], [5:0-5-4,0-1-12] LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I /defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.56 Vert(LL) -0.01 8 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.30 Vert(TL) -0.05 8 -9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.01 7 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length LL deft 360 Weight: 112 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4 -9 -4 on center purlin spacing, except end verticals BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 on center bracing. WEBS 2 X 4 SPF No.2 *Except* WEBS 1 Row at midpt 6 -7, 4 -8 W4 2 X 4 SPF Stud 2 Rows at 1/3 pts 5 -7 SLIDER Left 2 X 6 SPF No.2 4 -1 -14 REACTIONS (Ib /size) 7= 776/0 -5 -8, 2= 850/0 -5 -8 FORCES (Ib) TOP CHORD 1 -2 =16, 2 -3= -676, 3 -4= -676, 4 -5= -298, 5 -6 -0, 6 -7= -177 BOT CHORD 2 -9 =454, 8 -9 =454, 7 -8 =215 WEBS 4 -9 =119, 4 -8= -365, 5 -8 =377, 5- 7 -594 NOTES 1) Provide adequate drainage to prevent water ponding. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard r 0. Job Truss Truss Type Qty Ply JOBS HIP 3 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Thu Jun 19 10:52:59 1997 Page 1 -0- 5 -8 -8 11-1-8 16 -6 -8 21 -11 -8 27 -4 -8 33 -1 -0 314-1 1 -0 -0 5 -8 -8 5 -5 -0 5 -5 -0 5 -5 -0 5 -5 -0 5 -8 -8 1 -0 -0 4x7= 2x4 11 4x7= 10 -10 -0 12.00 r 3x7.2 3x7 0 li 2 1 W 1 8 t 1 Z 01, i� I m f i Bt i l IF 0 16 15 14 13 12 2x411 3x5 6x8= 3x5= 2x4 11 5 -8 -8 1 11 -1 -8 16 -6 -8 21 -11 -8 27 -4 -8 33 -1 -0 5 -8 -8 5 -5 -0 5 -5 -0 5 -5 -0 5 -5 -0 5 -8 -8 Plate Offsets (X,Y): [2:0 -1 -6, edge],[ 5: 0- 5- 4,0 -1- 12],[7:0- 5- 4,0 -1- 12],[10:0- 1- 6,edge] LOADING (pst) SPACING 2 -0 -0 CSI DEFL (in) (loc) 1 /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.60 Vert(LL) -0.05 14 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.47 Vert(TL) -0.11 13 -14 >999 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.06 10 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length LL deft 360 Weight: 203 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3 -7 -3 on center purlin spacing. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 on center bracing. WEBS 2 X 4 SPF No.2 'Except" WEBS 1 Row at midpt 4 -15, 6 -14, 8 -13 W4 2 X 4 SPF Stud, W4 2 X 4 SPF Stud SLIDER Left 2 X 6 SPF No.2 3 -11 -3, Right 2 X 6 SPF No.2 3 -11 -3 REACTIONS (Ib /size) 2= 1629/0 -5 -8, 10= 1629/0 -5 -8 FORCES (Ib) TOP CHORD 1 -2 =16, 2 -3= -1750, 3 -4= -1750, 4 -5= -1389, 5 -6= -1098, 6 -7= -1098, 7 -8= -1389, 8 -9= -1750, 9 -10= -1750, 10 -11 =16 BOT CHORD 2 -16 =1179, 15 -16 =1179, 14 -15 =984, 13 -14 =984, 12 -13 =1179, 10 -12 =1179 WEBS 4 -16 =113, 4 -15= -299, 5 -15 =331, 5 -14 =272, 6 -14= -389, 7 -14 =272, 7 -13 =331, 8 -13= -299, 8 -12 =113 NOTES 1) This truss has been checked for unbalanced loading conditions. 21 Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply JOBS HIP 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek industries, Inc. Thu Jun 19 10:53:29 1997 Page 1 _1 -0-p 5-8 -8 I 11 -1 -8 I 16 -6 -8 21-11-8 I 27 -4 -8 1 33-1 -0 3't -1 1 -0 -0 5-8-8 5 -5 -0 5 -5 -0 5 -5 -0 5 -5 -0 5 -8 -8 1 -0-0 3x5// 5x5= 11 -10 -0 4 1 7 15 12.00 12 6 16 0 1111117 I CA 4 1 1. I i 3 19 40 39 38 37 36 35 34 33 3231 30 29 28 27 26 25 24 23 22 8x8= 3x5= 8x8= 5 -8-8 I 11 -1-8 I 16 -6 -8 I 21-11-8 I 27 -4 -8 I 33-1 -0 I 5 -8 -8 5 -5 -0 5 -5 -0 5-5 -0 5-5-0 5 -8 -8 Plate Offsets (X,Y): [14:0- 3- 4,0 -1 -12] LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) 1 /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.13 Vert(LL) n/a >999 M20 197/1 TCDL 7.0 Lumber Increase 1.15 BC 0.04 Vert(TL) 0.01 20 -21 9 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.00 n/a Weight: 236 Ib (Matrix) 9 BCDL 10.0 Code BOCAIANS195 (M Min Length LL deft 999 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6 -0 -0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2 -0 -0 on center bracing, Except: WEBS 2 X 4 SPF Stud WEBS 1 Row at midpt 1.4; 8, '1329, 12-30, t1 -32, 10-33, 9-34, 7,.35, 6 -36, OTHERS 2 X 4 SPF No.2 *Except* 15 -27 ST3 2 X 4 SPF Stud, ST2 2 X 4 SPF Stud, ST1 2 X 4 SPF Stud ST10 2 X 4 SPF Stud, ST11 2 X 4 SPF Stud, ST12 2 X 4 SPF Stud REACTIONS (Ib /size) 35= 181/33 -1 -0, 36= 191/33 1-0, 37=1 1-0, 38=196/33-1-0, 39=1 0, 27 -0, 26=8 93 -0325 =1 -1-0, 24=201/33-1-0 Max Horz 40= 13(Ioad case 1), 22=- 13(Ioad case 1) Max Grav31= 10(Ioad case 2), 22= 187(load case 1), 28= 176(Ioad case 3), 29= 188(Ioad case 3), 30= 185(Ioad case 3), 32= 180(Ioad case 1), 33= 194(Ioad case 3), 34= 179(Ioad case 1), 35= 181(Ioad case 1), 36= 192(Ioad case 2), 37= 185(Ioad case 1), 38= 196(Ioad case 1), 39= 158(Ioad case 2), 27= 187(load case 3), 26= 189(load case 1), 25= 184(Ioad case 3), 24= 201(load case 1) FORCES (Ib) TOP CHORD 1 -2 =60, 2- 3 -75, 3 -4 =37, 4- 5 -72, 5 -6 =34, 6 -7 =32, 7- 8 -68, 8- 9 -13, 9- 10 -13, 10- 11 -13, 11- 12 -13, 12- 13 -13, 13- 14 -14, 14- 15 -71, 15- 16 -71, 16-17=-70, 17- 18=- 72,18 -19 66,19 -20 62, -21 60,2 -40 178,20 -22= -160 BOT CHORD 39- 40= 0, 38- 39= 0, 37- 38= 0, 36- 37= 0, 35- 36= 0, 34- 35= 0, 33- 34= 0, 32- 33= 0, 31- 32= 0, 30- 31= 0, 29- 30= 0, 28- 29= 0, 27- 28= 0,26 -27= 0,25 -26= 0,24 -25 =0, 23-24=0, 22-23=0 WEBS 14- 28 -135, 13 -29 147,12 -30= -1 11 -32= -148, 10 -33 149,9 -34 140, 7 -35 141,6 -36 150,5 -37=- 146,4 -38 154,3 -39 124,15 -27=- 147,16 -26 -1 17 -25 145,18 -24 157,1 23 -78 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) All plates are 2x4 M20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal welg. 7) Gable studs spaced at 2 -0 -0 on center. 8) For studs exposed to wind, see MiTek "Standard Gable End Detail" 9) This truss has been designed with ANSUTPI 1 -1995 criteria. LOAD CASE(S) Standard --1 L..- o----- 5; Job Truss Truss Type Oty Ply JOBS PIGGYBACK 3 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 281997 MiTek Industries, Inc. Thu Jun 19 10:54:31 1997 Page 1 I 3 -1 -8 I 5 -5 -0 7 -8 -8 I 10 -10-0 I 3 -1 -8 2 -3 -8 2 -3 -8 3 -1 -8 5x5= 4 12.00 112 2x41 2x 4 0 to 3x5= 3x5 of 1 2 R g, cp o b z= a4 8 ci 3x10= I 5 -5 -0 I 10 -10 -0 5 -5 -0 5 -5 -0 Plate Offsets (X,Y): [1:0- 5-0,0 -0 -141, [6:0- 5-0,0-0-141 LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (Ioc) I /deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.49 Vert(LL) -0.03 6 -8 >999 M20 197/190 TCOL 7.0 Lumber Increase 1.15 BC 0.31 Vert(TL) -0.06 6 -8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.02 7 n/a BCOL 10.0 Code BOCA/ANSI95 (Matrix) Min Length LL dell 360 Weight: 41 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 on center bracing. WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 2 =0/0 -5-8, 7= 477/0 -5 -8, 1= 499/0 -5 -8 Max Horz 2= 457(load case 1), 1 457(load case 1) FORCES (Ib) TOP CHORD 1 -2 =0, 1 -3= -573, 3 -4= -435, 4 -5= -446, 5 -6= -563, 6 -7= -219 BOT CHORD 1 -8 =364, 6 -8 =379 WEBS 3 -8= -146, 4 -8 =363, 5 -8= -167 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Bearing at joint(s) 2, 7, 1 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard -/t 77 Job Truss Truss Type Qty Ply JOBS PIGGYBACK 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Thu Jun 19 10:54:43 1997 Page 1 5-5-0 10 -10 -0 5 -5 -0 5 -5 -0 5x5= 4 8 2x4 12.00 12 2x411 3 5 9 T 2x4= 2x4 11 ro 2x4 11 2x411 2x4 II T 6-1 1 10 -10 -0 0 -6 -11 10 -3-5 Plate Offsets (X,Y): [2:0- 2- 6,0- 1- 01,[6:0- 2- 6,0 -1-0] LOADING (psi) SPACING 2 -0 -0 CSI DEFL (in) (loc) I /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.10 Vert(LL) n/a n/a M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.05 Vert(TL) 0.00 7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Min Length LL deft 999 Weight: 40 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6 -0 -0 on center purlin spacing. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2 -0 -0 on center bracing. OTHERS 2 X 4 SPF Stud REACTIONS (lb /size) 2= 176/9 -8 -10, 6= 176/9 -8 -10, 9= 84/9 -8 -10, 10= 261/9 -8 -10, 8= 261/9 -8 -10 Max Horz 2= 29(load case 1), 6=- 29(load case 1) Max Grav 10 266(load case 2), 8= 266(load case 3) FORCES (Ib) TOP CHORD 1 -2 =18, 2 -3= -113, 3 -4= -102, 4 -5= -102, 5 -6= -113, 6 -7 =18 BOT CHORD 2 -10=0, 9 -10 =0, 8-9 =0, 6 -8 =0 WEBS 4- 9 -65, 3- 10 -189, 5 -8= -189 NOTES 1) This truss has been checked for unbalanced loading conditions. All plates are M20 plates unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2 -0-0 on center. 5) For studs exposed to wind, see MiTek "Standard Gable End Detail" 6) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard „7.7. 775:., _77 6...„ Job Truss Truss Type Qty Ply JOBS PIGGYBACK ATTIC 6 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Thu Jun 19 11:03:14 1997 Page 1 -0 4 -5 -12 8-4-4 1 1 -1 -8 23 -11 -8 26 -12 30 -7 -4 35 -1 -0 3f-1 1 P 1 8 4 1 I f 1 -0 -0 4 -5 -12 3 -10 -8 2 -9 -4 12 -10 -0 2 -9 -4 3 -10 -8 4 -5 -12 1 -0 -0 10x10= 3x711 10x10 3x7= 6 7 W2 8 5x12 41 5x1211 1, -I 3,7= 12.00 r2 4 I 910 6x8= 4, 1 3x7 3x7 /i q 3 o r o 11 r W 6x8 lOxlO- 7x15 M16= 10x10= 4 -5 -12 8 -4 -4 26 -8 -12 30 -7 -4 35.1 -0 1 i I 1 1 I 4 -5 -12 3 -10 -8 18 -4 -8 3 -10 -8 4 -5 -12 Plate Offsets (X,Y): [4:0 1 12,0 0],[6:0 12,0 0],[8:0 12,0 5 01,U0:0 12,0 0],[14:0 3 8,0 8 0],[ 8 0 LOADING (psf) SPACING 2 CSI DEFL (in) (loc) I /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.55 Vert(LL) -0.52 14 -16 >807 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.74 Vert(TL) -0.78 14 -16 >536 M16 174/126 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.04 12 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Min Length LL defl 360 Weight: 340 Ib LUMBER BRACING TOP CHORD 2 X 8 DF No.2 TOP CHORD Sheathed or 3 -7 -14 on center purlin spacing. BOT CHORD 2 X 10 SYP DSS BOT CHORD Rigid ceiling directly applied or 2 -6 -0 on center bracing. WEBS 2 X 4 SPF Stud WEBS 2 Rows at 1/3 pts 5 -17, 9 -17 OTHERS 2 X 4 SPF No.2 JOINT(S) 17 REACTIONS (Ib /size) 2= 2991/0 -5 -8, 12= 2991/0 -5 -8 Max Horz 2= 513(load case 3) FORCES (Ib) TOP CHORD 1 -2 =54, 2 -3= -4221, 3 -4= -3981, 4 -5= -2532, 5 -6= -1002, 8 -9= -1002, 9 -10= -2532, 10 -11= -3981, 11 -12= -4221, 12- 13 =54, 6 -7= -1404, 7 -8= -1404 BOT CHORD 2 -16 =2766, 15 -16 =2711, 14 -15 =2711, 12 -14 =2766 WEBS 4 -16 =1778, 10 -14 =1778, 5 -17= -2069, 9 -17= -2069, 3 -16= -100, 11- 14 -100, 6 -17 =812, 7 -17= -331, 8 -17 =812 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind Toads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on a condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per BOCA/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) Ceiling dead load (10.0 psf) on member(s). 4 -5, 9 -10, 5 -17, 9 -17 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14 -16 7) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard ....--r Job Truss Truss Type Qty Ply I: JOBS PIGGYBACK 6 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 281997 MiTek Industries, Inc. Thu Jun 1910:21:12 1997 Page 1 3 -7 -8 6 -5 -0 9 -2 -8 12 -10 -0 3 -7 -8 2 -9 -8 2 -9 -8 3 -7 -8 5x5 4 12.001-1-2— 2x4Q 2x 9 tt 3x7 3x7 c? 7 o1 a co Io r,_ 8 3x10= 1 6 -5 -0 12 -10 -0 A 6 -5 -0 6 -5 -0 Plate Offsets (X,Y): [2:0- 7- 0,0-1- 101,[6:0- 7 -0,0 -1 -10] LOADING (psf) SPACING 2 -0-0 CSI DEFL (in) (loc) 1 /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.60 Vert(LL) -0.05 6 -8 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.42 Vert(TL) -0.10 6 -8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 7 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Min Length LL dell 360 Weight: 50 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6 -0 -0 on center purlin spacing. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 on center bracing. WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud REACTIONS (lb/size) 1= 582/0 -5-8, 7= 582/0 -5 -8 FORCES (Ib) TOP CHORD 1 -2= -267, 2 -3= -690, 3 -4= -559, 4 -5= -559, 5 -6= -690, 6 -7= -267 BOT CHORD 2 -8= 468, 6-8 =468 WEBS 3 -8= -200, 4 -8 =490, 5 -8= -200 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Bearing at joint(s) 1, 7 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard 7 1 4'11 /2 zip Job Truss Truss Type Qty Ply P JOBS QUEENPOST 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Thu Jun 19 11:06:46 1997 Page 1 �1A -0 3 -0 -0 I 5 -11 -8 I 8-11-0 1 11 -11 -0 42 -11 1 -0 -0 3 -0 -0 2 -11 -8 2 -11 -8 3 -0 -0 1 -0 -0 5x5= 4 12.00 12 2x41 2x4 T 5 f 5x5= 5x5 il 1 0 2 W 8 7 ao 8 3x10 5 -11 -8 11-11-0 5 -11 -8 5 -11 -8 Plate Offsets (X,Y): [2:0- 0- 0,0- 2- 4],[2:0 -5- 5,0-0- 7],[6:0- 0- 0,0 -2- 4],[6:0- 5- 5,0 -0 -7] LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.24 Vert(LL) -0.01 8 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.28 Vert(TL) -0.04 2 -8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.01 6 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length LL deft 360 Weight: 56 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6 -0 -0 on center purlin spacing. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 on center bracing. WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 8 DF No.2, Right: 2 X 8 DF No.2 REACTIONS (lb/size) 2= 631/0 -5 -8, 6= 631/0 -5 -8 FORCES (lb) TOP CHORD 1 -2 =22, 2 -3=- 509, 3-4= -358, 4 -5= -358, 5 -6= -509, 6 -7 =22 BOT CHORD 2 -8 =331, 6 -8 =331 WEBS 3 -8= -113, 4-8 =280, 5 -8= -113 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard i (7 Job Truss Truss Type Qty Ply JOBS QUEENPOST 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 281997 MiTek Industries, Inc. Thu Jun 19 11:07:06 1997 Page 1 1 5 -11-8 11 -11 -0 12 -11 1 -0 -0 5 -11 -8 5 -11 -8 1 -0 -0 5x5= 5 el 11 2x 12.00 12 8 2x411 T `4 2x4II co 7 7511 3 3x5 11 �i 2 la 8 j 9 -o 11 14 13 12 2x411 2x411 2x411 2x411 2x4 I I 1 11 -11 -0 I 11 -11 -0 Plate Offsets (X,Y): [2:edge,0 -2- 4],[2:0 -2- 13,0 -0- 71 [8:0 -0- 0,0-2- 41,[8:0 -2- 13,0 -0-71 LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) 1 /deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.12 Vert(TL) n/a n/a M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.04 Vert(TL) 0.01 8 -9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Min Length LL dell 999 Weight: 58 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6 -0 -0 on center purlin spacing. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 1 -9 -12 on center bracing. OTHERS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud REACTIONS (Ib /size) 2= 228/11- 11 -0,8= 228/11 -11 -0, 12= 118 /11 -11 -0,13= 193 /11 -11 -0,14= 151/11 -11 -0,11= 193/11 -11 -0,10= 151 -11 -0 Max Horz 2= 35(load case 1), 8=- 35(Ioad case 1) Max Grav 13= 200(Ioad case 2), 14= 154(load case 2), 11= 200(Ioad case 3), 10= 154(load case 3) FORCES (Ib) TOP CHORD 1 -2 =44, 2 -3= -112, 3 -4= -100, 4 -5= -101, 5 -6= -101, 6 -7= -100, 7 -8 112, 8-9 =44 BOT CHORD 2-14=0, 13-14=0, 12 -13=0, 11 -12 =0, 10 -11 =0, 8 -10 =0 WEBS 5 -12 80,4 -13 149,3 -14 126,6 -11 149,7 -10= -126 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2 -0-0 on center. 5) For studs exposed to wind, see MiTek "Standard Gable End Detail" 6) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard 9 Job Truss Truss Type Qty Ply JOBS QUEENPOST 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Thu Jun 1911:07:351997 Page 1 1 -0 -0 3 -2 -14 1 5 -11 -8 8 -8 -2 1 11 -11 -0 12.111) 1 -0-0 3 -2 -14 2 -8 -10 2 -8 -10 3 -2 -14 1 -0 -0 4x711 4 12.00 12 2x4 2x4 3. 5x1211 5x1211 1 NINE oI /1 1► 7 1 8 12x12= 5 -11 -8 11 -11 -0 5 -11 -8 5 -11 -8 Plate Offsets (X,Y): [2:0- 4- 0,edge],[2:0 -8- 9,0-6- 31,[6:0- 4- 0,edge],[6:0- 8- 9,0 -6- 31,[8:0- 6- 0,0 -8 -8] LOADING (psi) SPACING 2 -0 -0 CSI DEFL (in) (loc) 1 /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.26 Vert(LL) -0.05 8 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.74 Vert(TL) -0.08 8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.01 6 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length LL deft 360 Weight: 81 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3 -3 -15 on center purlin spacing. BOT CHORD 2 X 10 DF SS BOT CHORD Rigid ceiling directly applied or 5 -0-0 on center bracing. WEBS 2 X 4 SPF Stud *Except* W1 2 X 4 SPF No.2 WEDGE Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud REACTIONS (lb/size) 2= 3710/0 -5 -8, 6= 3710/0 -5 -8 FORCES (lb) TOP CHORD 1 -2 =27, 2 -3= -2620, 3 -4= -2470, 4 -5= -2470, 5 -6= -2620, 6 -7 =27 BOT CHORD 2 -8 =1785, 6 -8 =1785 WEBS 3- 8= -59, 4 -8 =3284, 5 -8 -59 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed with ANSI/TPI 1 -1995 criteria. 4) Load case(s) 1, 2, 3 has been modified. Building designer must review Toads to verify that they are correct for the intended use of this truss. LOAD CASE(S) 1) Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 2 -8 549.7, 6 -8 549.7, 1 -2= -74.0, 2 -3= -74.0, 3 -4= -74.0, 4 -5= -74.0, 5 -6 74.0,6 -7= -74.0 2) 1st unbalanced Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 2 -8 549.7, 6 -8 549.7, 1 -2= -74.0, 2 -3= -74.0, 3 -4= -74.0, 4 -5= -14.0, 5 -6= -14.0, 6 -7= -14.0 3) 2nd unbalanced Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (p Vert: 2-8 549.7, 6 -8 549.7, 1 -2= -14.0, 2 -3= -14.0, 3 -4= -14.0, 4 -5= -74.0, 5 -6= -74.0, 6 -7= -74.0 Job Truss Truss Type Qty Ply JOBS QUEENPOST 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Thu Jun 19 11:11:00 1997 Page 1 1 1 0 3 -9 -8 I 7-6 -8 1 11 -3 -8 I 15 -1 -0 16 -1 1 -0-0 3 -9 -8 3 -9 -0 3 -9 -0 3 -9 -8 1 -0 -0 5x5= 4 .1 1 5x5 ��jT i d 1 2 7 lc? 8 3x10 I 7 -6 -8 1 15-1-0 1 7 -6 -8 7 -6 -8 Plate Offsets (X,Y): [2:0 0 0,0 2 41,[2:0 5,0 71,16:0 0 0,0 41,16:0 5 5,0 0 7] LOADING (psf) SPACING 2 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.31 Vert(LL) -0.01 8 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.43 Vert(TL) -0.10 2 -8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 6 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length LL deft 360 Weight: 69 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6 -0 -0 on center purlin spacing. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 on center bracing. WEBS 2 X 4 SPF Stud *Except* W1 2 X 4 SPF No.2 WEDGE Left: 2 X 8 DF No.2, Right: 2 X 8 DF No.2 REACTIONS (Ib /size) 2= 780/0 -5 -8, 6= 780/0 -5 -8 FORCES (Ib) TOP CHORD 1 -2 =22, 2 -3 655, 3-4 =-463, 4 -5= -463, 5 -6= -655, 6 -7 =22 BOT CHORD 2- 8=434, 6 -8 =434 WEBS 3-8= -154, 4-8 =369, 5 -8= -154 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard 1 1 Job Truss Truss Type Qty Ply JOBS FINK 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Thu Jun 19 11:11:30 1997 Page t 1 1 -01 3 -11 -6 1 7 -6 -8 1 11 -1 -10 1 15 -1 -0 16 -11 1 -0 -0 3 -11.8 3 -7 -2 3 -7 -2 3 -11 -6 1 -0 -0 8x8 4 12.0012 2x4 2x4 °9 g 5 6x8 l i 6x8 T T o` 1 2 T 6 7 L o 9 8 10x10= 10x10= I 5 -1 -12 I 9 -11 -4 I 15 -1 -0 1 5 -1 -12 4 -9 -9 5 -1 -12 Plate Offsets MY): [2:0 -1- 13,0- 1- 131 [4:edge,0 -3- 8],[6:0 -1- 13,0 -1- 13],[8:0- 5- 0,0 -6- 12],[9:0- 5- 0,0 -12 LOADING (psf) SPACING 2 -0-0 CSI DEFL (in) (loc) I /defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.66 Vert(LL) -0.11 8 -9 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.68 Vert(TL) -0.18 8 -9 >987 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.02 6 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length LL deft 360 Weight: 102 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2 -3 -5 on center purlin spacing. BOT CHORD 2 X 8 SYP DSS BOT CHORD Rigid ceiling directly applied or 5 -0 -0 on center bracing. WEBS 2 X 4 SPF Stud *Except* W1 2 X 4 SPF No.2, W1 2 X 4 SPF No.2 WEDGE Left: 2 X 6 SPF No.2, Right: 2 X 6 SPF No.2 REACTIONS (Ib /size) 2= 4698/0 -5 -8, 6= 4698/0 -5 -8 FORCES (Ib) TOP CHORD 1 -2 =25, 2 -3= -4223, 3 -4= -4042, 4 -5= -4042, 5 -6= -4223, 6 -7 =25 BOT CHORD 2 -9 =2868, 8 -9 =2010, 6 -8 =2868 WEBS 3- 9 -33, 4-9 =2852, 4 -8 =2852, 5 -8 -33 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed with ANSI/TPI 1 -1995 criteria. 4) Load case(s) 1, 2, 3 has been modified. Building designer must review Toads to verify that they are correct for the intended use of this truss. LOAD CASE(S) 1) Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 2 -9=- 549.7, 8 -9=- 549.7, 6 -8 549.7, 1 -2= -74.0, 2 -3= -74.0, 3 -4= -74.0, 4 -5 74.0,5 -6= -74.0, 6 -7= -74.0 2) 1st unbalanced Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (p11) Vert: 2 -9=- 549.7, 8 549.7, 6 -8 549.7, 1 -2= -74.0, 2 -3= -74.0, 3 -4= -74.0, 4 -5= -14.0, 5 -6= -14.0, 6 -7= -14.0 3) 2nd unbalanced Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plt) Vert: 2 -9 549.7, 8 -9 549.7, 6 -8 549.7, 1 -2= -14.0, 2 -3= -14.0, 3 -4= -14.0, 4 -5= -74.0, 5 -6= -74.0, 6 -7= -74.0 Job Truss jTruss Type Qty Ply JOBS 1 HIP 1 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries,, Inc. Thu Jun 19 11:12:04 1997 Page l 1 1 2 -9 -8 I 5 -6 -8 I 9 -6 -8 1 12 -3 -8 f 15 -1 -0 I 1 16 -1- 1 -0 -0 2 -9 -8 2 -9 -0 4 -0 -0 2 -9 -0 2 -9 -8 1 -0 -0 4x7= 5x5 4 5 I:. .1 12.00 12 2x4 011x4// N 3.. 4x7 11 I 4x7 II 1 of i I 1, 7 8 of IMI 1 10 9 3x5= 3x10= I 2 -9 -8 1 5 -8 -4 I 9 -4 -12 I 12 -3 -8 I 15 -1 -0 —I 2 -9 -8 2 -10 -12 3 -8 -8 2 -10 -12 2 -9 -8 Plate Offsets (X,Y): [2:0 -5 -5,0- 0- 71,[2:0- 0- 0,0 -3- 1],[4:0- 5- 4,0 -1- 121,[5:0- 3- 4,0 -1- 121,[7:0- 0- 0,0 -3- 11,17:0- 5- 5,0 -0 -7] LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) 1 /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.02 10 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.64 Vert(TL) -0.07 2 -10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.02 7 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length LL dell 360 Weight: 76 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4 -8 -13 on center purlin spacing. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 on center bracing. WEBS 2 X 4 SPF Stud WEDGE Len: 2 X 8 DF No.2, Right: 2 X 8 DF No.2 REACTIONS (lb /size) 2= 1284/0 -5 -8, 7= 1284/0 -5 -8 FORCES (Ib) TOP CHORD 1 -2 =22, 2 -3= -1320, 3 -4= -1174, 4 -5= -831, 5 -6= -1174, 6 -7= -1320, 7 -8 =22 BOT CHORD 2 -10 =853, 9 -10 =831, 7 -9 =853 WEBS 4 -10 =191, 5 -9 =191, 3- 10 -38, 4 -9 =0, 6 -9 -38 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) This truss has been designed with ANSI/TPI 1 -1995 criteria. 6) Load case(s) 1, 2, 3 has been modified. Building designer must review Toads to verify that they are correct for the intended use of this truss. LOAD CASE(S) 1) Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 1 -2= -74.0, 2 -3= -74.0, 3 -4= -74.0, 4 -5 131.0, 5 -6= -74.0, 6 -7= -74.0, 7 -8= -74.0, 2 -10= -35.4, 9 -10= -35.4, 7 -9= -35.4 Concentrated Loads (Ib) Vert: 4=-276 5= -276 2) 1st unbalanced Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 1 -2= -74.0, 2 -3= -74.0, 3 -4= -74.0, 4 -5 131.0, 5 -6= -14.0, 6 -7= -14.0, 7 -8= -14.0, 2 -10= -35.4, 9 -10= -35.4, 7 -9= -35.4 Concentrated Loads (Ib) Vert: 4=-276 5 -276 3) 2nd unbalanced Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 1 -2= -14.0, 2 -3= -14.0, 3 -4= -14.0, 4 -5 131.0, 5 -6= -74.0, 6 -7= -74.0, 7 -8= -74.0, 2 -10= -35.4, 9 -10= -35.4, 7 -9= -35.4 Concentrated Loads (Ib) Vert: 4=-276 5= -276 ..---1 5