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HomeMy WebLinkAboutTruss Info - 03/28/1997 1Job ( Truss Truss Type Qty y JOBS HIP 1 1 NrJFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Sat Jun 14 08:06:02 1997 Page 1 I - 1-10 -8 I 3 -8 -1' { — 7-4-0 I 13 -4 -0 19 -4 -0 I __ - 22 -11.15 . 26.8-0 { 28- 6-8_-I la 1 -10-8 3 -8 -1 3 -7 -15 6 -0 -0 6 -0 -0 3 -7 -15 3 -8-1 1-10-8 6x8 = 2x4 I I 6x8= 5.0012 5 t2 — -- 7 G 7x10M16 2x4 — -- — $ WI 2x4 ' 5x1 4 WI W WI W 8 7x10 M16=-. 9 5x12= J3� 3 W is 10 Y e) � - � 1 2. — = —��r� 110 14 13 12 . .S I r 3x5= 8x10= 3x5 = ,Y .J 7 -5 -12 I 13 -4 -0 I 19 -2 -4 1 - 26 - { 7 -5-12 5 -10 -4 5 -10 -4 7-5-12 Plate Offsets (X,Y): [5:0 -1- 12,0 -4 -01, [7:0 -1- 12,0 -4 -0] — - - -- LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) 1 /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.77 Vert(LL) -0.35 13 >916 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -0.54 13 -14 >585 M16 127/82 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.15 10 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length / LL dell = 360 Weight: 115 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 *Except* TOP CHORD Sheathed or 1 -10 -15 on center purlin spacing. T2 2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 on center bracing. BOT CHORD 2 X 4 SPF 2100F 1.8E WEBS 2 X 4 SPF Stud ■ SLIDER Left 2 X 6 SPF No.2 1 -10 -9, Right 2 X 6 SPF No.2 1 -10 -9 REACTIONS (lb /size) 2= 2779/0 -5 -8, 10= 2779/0 -5 -8 FORCES (Ib) TOP CHORD 1 -2 =17, 2 -3= -5031, 3 -4= -5031, 4 -5= -5151, 5 -6= -5967, 6 -7= -5967, 7 -8= -5151, 8 -9= -5031, 9 -10= -5031, 10 - 11 =17 BOT CHORD 2 -14 =4465, 13 -14 =4778, 12 -13 =4778, 10 -12 =4465 WEBS 5 -14 =159, 7 -12 =159, 6 -13= -1056, 4 -14 =334, 5 -13 =1359, 7 -13 =1359, 8 -12 =334 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 loads 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= -74.0, 5 -6 =- 164.2, 6 7 - = - 74.0, 8 - 9= - 74.0, 9 - 10= - 74.0, 10 -11 =- 74.0,2 -14= -44.4, 13- 14= -44.4, 12 -13 =- 44.4,10 -12= -44.4 Concentrated Loads (Ib) ...-�- Vert: 5=-528 7= -528 2) 1st unbalanced Regular: Lumber Increase =1.15, Plate Increase =1.15 1 Uniform Loads (plf) / Vert: 1 -2= -74.0, 2 -3= -74.0, 3 -4= -74.0, 4 -5= -74.0, 5 -6 =- 164.2, 64 =- 164.2, 7 -8= -14.0, 8 -9= -14.0, 9 -10= -14.0, 10 -11= -14.0, 2- 14= -44.4, 13 -14= -44.4, 12- 13= -44.4, 10- 12 = -44.4 Concentrated Loads (Ib) Vert: 5=-528 7= -528 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= -14.0, 5 -6 =- 164.2, 6 -7 =- 164.2, 7 -8= -74.0, 8 -9= -74.0, 9 -10= -74.0, 10-11=-74.0, 2-14=-44.4, 13- 14= -44.4, 12-13=-44.4, 10-12=-44.4 Concentrated Loads (Ib) Vert: 5=-528 7 = -528 (4/1 fi f 1)112) , ,,,,; ,4 f X /1/1 1()// ' . Job Truss Truss Type Qty Ply JOBS HIP 1 1 NOFFKE LUMBER INC. 4.0-32 s Mar 28 1997 MiTek Industries, Inc. Sat Jun 14 08:07:19 1997 Page 1 i - 1.10 -8 i 4-8-1 9 -4 -0 i 13 -4 -0 1 17 -4 -0 I 21-11-15 1 26-8-0 I 28-6 -8 1 -10 -8 4-8 -1 4 -7 -15 4 -0 -0 4 -0 -0 4 -7 -15 4 -8 -1 1 -10 -8 4x7 = 2x411 4x7= 5.00 Ff 5 fri 7 a � 3x5 i \ 3x5 in 4 W \W W 1 W W I 8 3x7 W3 W W1 9 v 5x5= 3 3x7 W , W3 5x5= 16 15 14 13 12 2x4 11 3x5= 6x8= 3x5 = 2x4 11 1 4-8 -1 I 9-5-12 1 13 -4 -0 I 17 -2 -4 I 21 -11 -15 � 26-8 -0 4-8 -1 4 -9 -11 3 -10 -4 3 -10 -4 4 -9 -11 4 -8-1 Plate Offsets (X,Y): [2:0- 2- 2,0- 2- 4],[5:0 -5- 4,0-2- 01,[7:0- 5- 4,0 -2- 0],[10:0- 2- 2,0 -2 -4] ________ _ ____ - _ LOADING (pst) SPACING 2 -0 -0 CSI DEFL (in) (loc) I /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.45 Vert(TL) -0.14 14 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.67 Vert(TL) -0.22 14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.09 10 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length / LL dell = 360 Weight: 114 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3 -3 -14 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 SLIDER Left 2 X 4 SPF Stud 2 -5-6, Right 2 X 4 SPF Stud 2 -5 -6 REACTIONS (lb/size) 2= 1389/0 -5-8, 10= 1389/0 -5 -8 FORCES (Ib) TOP CHORD 1 -2 =17, 2 -3= -2314, 3 -4= -2314, 4 -5= -1910, 5 -6= -1945, 6 -7= -1945, 7 -8= -1910, 8 -9= -2314, 9 -10= -2314, 10 -11 =17 BOT CHORD 2 -16 =2068, 15-16 =2068, 14 -15= 1770,13 -14 =1770, 12-13=2068, 10-12=2068 WEBS 5-15 = 230,7 -13= 230,4 -16= 93,6 -14=- 290,8 -12= 93,4 -15=- 338,5 -14= 254,7 -14= 254,8 -13= -338 a 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) This truss has been designed with ANSI/I - PI 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. Sat Jun 14 08:09:20 1997 Page 1 1 - 1 -10 -8 I 5 -7 -11 1 10 -10-8 1 15 -9 -8 1 __21 -0 -5 I 26 -8-0 1 28-6 -8 1 1 -10 -8 5 -7 -11 5 -2 -13 4-11-0 5 -2 -13 5-7-11 1 -10 -8 4x7 = 5x5 = T2 5 5.00 12 mi n 3x56 3x5 0 3 W2 1 W2 6 v) Wf W3 W3 WS 5x7= 5x7 = 7 Tr c 2 Ili a 01 EE B1-- p `\ 'o � — w 13 12 11 10 9 2x411 3x5= 4x7= 3x10 = 2x411 1 5 -7 -11 1 11 -0 -4 1 15 -7 -12 1 21 -0 -5 I 26-8 -0 5 -7 -11 5 -4 -9 4 -7 -8 5 -4 -9 5 -7 -11 Plate Offsets (X,Y): [2:0-0-0,0-1-4], [4:0-5-4,0-2-4], [7:0-0-0,0-1-4] _ LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) 1 /deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.21 10 -12 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.75 Vert(TL) -0.34 10 -12 >938 BCLL 0.0 Rep Stress [nor NO WB 0.74 Horz(TL) 0.10 7 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length / LL dell = 360 Weight: 120 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 2 -7 -4 on center purlin spacing. BOT CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 on center bracing. WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 2= 2590/0 -5 -8, 7= 2590/0 -5 -8 FORCES (lb) TOP CHORD 1 -2 =20, 2 -3= -4564, 3 -4= -3517, 4 -5= -3275, 5 -6= -3517, 6 -7= -4564, 7 -8 =20 BOT CHORD 2 -13 =4135, 12 -13 =4135, 11 -12 =3275, 10 -11 =3275, 9 -10 =4135, 7 -9 =4135 WEBS 3-13 = 604,6- 9 = 604,4 -12= 981,5 -10= 981,3 -12=- 986,4- 10=- 0,6 -10= -986 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) This truss has been designed with ANSI/TPI 1 -1995 criteria. 5) Load case(s) 1, 2, 3 has been modified. Building designer must review loads 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) i Vert: 1 -2= -74.0, 2 -3= -74.0, 3-4= -74.0, 4 -5= -74.0, 5 -6= -74.0, 6 -7= -74.0, 7 -8= -74.0, 2 -13 =- 111.1, 12 -13 =- 111.1, 11- 12=- 111.1, 10 -11 =- 111.1, 9 -10=- 111.1, 7- 9= -111.1 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= -74.0, 5 -6= -14.0, 6 -7 =- 14.0, 7 -8= -14.0, 2 -13 =- 111.1, 12 -13 =- 111.1, 11 -12 =- 111.1,10 -11 =- 111.1,9 -10 =- 111.1,7 -9= -111.1 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=- 74.0,5 -6=- 74.0,6 -7'- 74.0,7 -8=- 74.0,2 -13 =- 111.1,12 -13 =- 111.1, 11- 12=- 111.1, 10 -11 =- 111.1, 9-10 =- 111.1, 7- 9= -111.1 / Job Truss Truss Type Qty Ply DON JO7C ROOF TRUSS 7 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Sat Jun 14 08:21:13 1997 Page 1 - 1 -10 -8 _ 7 -4 -0 -H 1 -10 -8 7 -4 -0 3 5.00 FY c$ 1 5x5 = 2 HW1 - 7 -4 -0 7 -4 -0 Plate Offsets (X,Y): [2:0 -5- 12,0 -0-1] LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) 1 /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.85 Vert(LL) n/a - n/a M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.28 Vert(TL) 0.31 1 -2 >79 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Min Length / LL dell = 999 Weight: 21 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 7 -0-8 on center bracing. WEDGE Left: 2 X 4 SPF Stud REACTIONS (Ib/size) 3= 236/0 -5 -8, 2= 499/0 -5 -8, 4= 70/0 -3 -8 FORCES (Ib) TOP CHORD 1 -2 =35, 2 -3=78 BOT CHORD 2-4 =0 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed with ANSI/ - PI 1 -1995 criteria. LOAD CASE(S) Standard • i Job Truss Truss Type Qty Ply JOBS HIP 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 281997 MiTek Industries, Inc. Sat Jun 14 08:37:59 1997 Page 1 - 1-10 -8 I 3-2 -1 6 -4 -0 I 11 -8 -0 1 _ 17 -0 -0 I 22 -4 -0 I 25 -5 -15 _ 28-8 -0 1 30 -6 -8 1 -10 -8 3-2-1 3 -1 -15 5 -4 -0 5-4-0 5 -4 -0 3 -1 -15 3 -2 -1 1-10-8 5.00 riy 8x14 = 3x5= 3x5 = 6x6 = 5 6 T2 7 8 2x4 : � _ = -- - 2x4 i n 5x12= 4 3 W? 1 W 5x12= N 3 '�. i 10 6 1 ems 16 15 14 13 3x5= 3x7= 7x15 M16= 3x10= 6 -4 -0 I 11 -8 -0 I 17-0-0 22 -4 -0 28-8-0 1 6 -4 -0 5 -4 -0 5 -4 -0 5 -4 -0 6 -4 -0 Plate Offsets (X,Y): [2:1- 42,0 -0-0], [2:0- 1- 7,0- 1 -14], [8:0- 3- 0,0 -2 -9], [11:0- 1- 7,0- 1 -14], [11:1- 4- 2,0 -0 -0] — LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) 1 /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.95 Vert(LL) -0.43 14 >794 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.94 Vert(TL) -0.70 14 -15 >488 M16 127/82 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.19 11 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length / LL dell = 360 Weight: 126 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 *Except* TOP CHORD Sheathed or 1 -6 -0 on center purlin spacing. T2 2 X 6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 on center bracing. BOT CHORD 2 X 4 SPF 2100F 1.8E WEBS 1 Row at midpt 7 -13 WEBS 2 X 4 SPF Stud *Except* W3 2 X 4 SPF No.2, W3 2 X 4 SPF No.2 SLIDER Left 2 X 6 SPF No.2 1 -7 -5, Right 2 X 6 SPF No.2 1 -7 -5 REACTIONS (Ib /size) 2= 2709/0 -5 -8, 11= 2709/0 -5 -8 FORCES (Ib) TOP CHORD 1 -2 =17, 2 -3= -4858, 3 -4= -4858, 4 -5= -5084, 5 -6= -6601, 6 -7= -6601, 7 -8= -4763, 8 -9= -5084, 9 -10= -4858, 10 -11= -4858, 11 -12 =17 BOT CHORD 2 -16 =4283, 15 -16 =4712, 14- 15= 6601, 13-14 =6601, 11 -13 =4283 WEBS 4-16= 467,5 -16= 38,5 -15= 2150,6 -15=- 821,6- 14=- 0,7 -14= 207,7 -13=- 2100,8 -13= 1056,9 -13 =467 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. 1 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 loads 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= -74.0, 5 -6 =- 145.7, 6-7 =- 145.7, 7 -8 =- 145.7, 8 -9 =- 74.0, 9-10= -74.0, 10- 11= -74.0, 11-12=-74.0, 2-16=-39.4, 15-16=-39.4, 14-15=-39.4, 13-14=-39.4, 11-13=-39.4 Concentrated Loads (Ib) Vert: 5 = -378 8= -378 / 2) 1st unbalanced Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (pit) / Vert: 1 -2= -74.0, 2 -3= -74.0, 3 -4= -74.0, 4 -5= -74.0, 5 -6 =- 145.7, 6 -7 =- 145.7, 7 -8 =- 145.7, 8 -9= -14.0, 9 -10= -14.0, 10-11= -14.0, 11- 12=- 14.0,2 -16= -39.4, 15 -16= -39.4, 14- 15= -39.4, 13- 14= -39.4, 11 -13= -39.4 Concentrated Loads (Ib) Vert: 5=-378 8= -378 3) 2nd unbalanced Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (pit) ' Vert: 1 -2= -14.0, 2 -3= -14.0, 3-4= -14.0, 4 -5= -14.0, 5 -6 =- 145.7, 6 -7 =- 145.7, 7 -8 =- 145.7, 8 -9= -74.0, 9 -10= -74.0, 10 -11= -74.0, 11-12=-74.0, 2-16=-39.4, 15-16=-39.4, 14-15=-39.4, 13-14=-39.4, 11-13=-39.4 Concentrated Loads (Ib) Vert: 5= -378 8 = -378 / - • / Job Truss Truss Type Qty Ply JOBS HIP 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Sat Jun 14 08:28:11 1997 Page 1 I -1 -10-8 1 4 -2 -1 I 8 -4 -0 I 14 -4 -0 I _20.4 -0 +_____ 24 -5 -15 __� 28-8-0 1 30 6 8 I 1 -10-8 4 -2 -1 4 -1 -15 6 -0 -0 6 -0 -0 4 -1 -15 4 -2 -1 1 -10 -8 4x7= 2x4 I I 4x7= 5.00E 4 f 6 r O ■ 2x4 2x4---- 3x1011 Lo 3x1011 3 WI W2 W1 W 1VI 7 3x711 3x711 5x5= 3 W 5x5 = T - 81 1 00.02 ma= �i = is � 8 9 IN, 12 11 10 3x5= 6x8= 3x5= I 8-5-12 I 14 -4 -0 1 20 -2 -4 I 28 -8 -0 1 8 -5 -12 5 -10 -4 5 -10 -4 8 -5 -12 Plate Offsets (X,Y): [2:1- 4- 6,0-1- 7],[2:0 -7- 8,0-2- 3],[2:0 -0- 0,0-2- 4],[4:0- 5- 4,0 -2- 0],[6:0- 5- 4,0 -2- 0],[8:0- 0- 0,0 -2- 4],[8:0 -7- 8,0-2- 3],[8:1- 4- 6,0 -1 -7] LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) 1 /dell PLATES GRIP - TCLL 30.0 Plates Increase 1.15 TC 0.84 Vert(LL) -0.18 11 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.99 Vert(LL) -0.29 11 -12 >999 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.10 8 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length / LL dell = 360 Weight: 121 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 *Except* TOP CHORD Sheathed or 3 -2 -9 on center purlin spacing. T2 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 on center bracing. BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 10 SPF No.2, Right: 2 X 10 SPF No.2 REACTIONS (Ib /size) 2= 1483/0 -5 -8, 8= 1483/0 -5 -8 FORCES (Ib) TOP CHORD 1 -2 =17, 2 -3 =- 2437, 3-4= -2223, 4 -5= -2500, 5 -6= -2500, 6 -7= -2223, 7 -8= -2437, 8 -9 =17 BOT CHORD 2 -12 =2170, 11 -12 =2058, 10 -11 =2058, 8 -10 =2170 WEBS 4 -12= 194, 6-10= 194, 5-11 =-439, 3 -12= -130, 4 -11 =522, 6 -11 =522, 7 -10= -130 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) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard i ../1-------- Job Truss Truss Type Qty Ply JOBS HIP 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 281997 MiTek Industries, Inc. Sat Jun 14 08:26:19 1997 Page 1 - - 5 -2 -1 10 -4 -0 1 14 -4 -0 18 -4 -0 1 23 -5 -15 + _ 28 -8 -0 1 30-8 -8 1 1 -10 -8 5 -2 -1 5 -1 -15 4 -0 -0 4 -0 -0 5 -1 -15 5 -2 -1 1 -10-8 5x5 = 3x5= 5x5= 5.00 12 5 7 3x5-:-= 3x5 1 O W? W 1 W2 8 ° 3x7 4 Q 3x7 v 5= 3 :1 41111111111 414441... W3 :ii1 R 16 15 14 13 12 2x411 3x10= 3x5= 3x10 = 2x411 1 5 -2 -1 1 10 -5 -12 1 18 -2 -4 1 23 -5 -15 1 28-8-0 1 5 -2 -1 5 -3 -11 7 -8 -8 5 -3 -11 5 -2 -1 Plate Offsets (X,Y): [2:0 -1 -2,0- 2- 81,[I 0:0- 1- 2,0 -2 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I /deg PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.50 Vert(LL) -0.15 15 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.86 Vert(TL) -0.35 13 -15 >982 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.10 10 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length / LL defl = 360 Weight: 119 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3 -1 -4 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 SLIDER Left 2 X 4 SPF Stud 2 -8 -10, Right 2 X 4 SPF Stud 2 -8 -10 REACTIONS (Ib /size) 2= 1483/0 -5 -8, 10= 1483/0 -5 -8 FORCES (Ib) TOP CHORD 1 -2 =17, 2 -3= -2506, 3 -4= -2506, 4 -5= -2039, 5 -6= -1895, 6 -7= -1895, 7 -8= -2039, 8 -9= -2506, 9 -10= -2506, 10 -11 =17 BOT CHORD 2-16=2246, 15-16=2246, 14-15=2016, 13 -14 =2016, 12 -13 =2246, 10 -12 =2246 WEBS 5-15=444, 7-13=444, 4-16=103, 8-12=103, 4-15=-402, 6-15=-189, 6-13=-189, 8-13=-402 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) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard i I „...1:::-6- Job Truss Truss Type Qty Ply JOBS HIP 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 281997 MiTek Industries, Inc. Sat Jun 14 08:25:21 1997 Page 1 I -1 -10-8 1 6 -2 -1 I 12 -4 -0 �___ 16 -4 -0 1 22 -5 -15 -_ 28-8 -0 1 30-6 -8 I 1-10-8 6 -2 -1 6 -1 -15 4 -0 -0 6 -1 -15 8 -2 -1 1 -10-8 4x7= 5x5= 5 T2 6 5.00172- pimm 2 3x5 3x5 'n 4 7 3x5-:-= 3x5 3x5 3 W 1 W 1 8 3x5=-.- 4x7= , 4x7 -- � 9 15 14 13 12 11 2(4 II 3x5= 3x5= 3x10 = 2x411 I 6 -2 -1 I 12 -5 -12 1 16 -2 -4 I 22-5-15 1 28-8-0 I 6-2 -1 6 -3 -11 3 -8 -8 6 -3 -11 6 -2 -1 Plate Offsets (X,Y): [2:0- 0- 6,0- 2- 0],[5:0 -5- 4,0-2- 0],[9:0- 0- 6,0 -2 -0] LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (Ioc) 1 /defl PLATES GRIP - TCLL 30.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.13 14 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.78 Vert(TL) -0.25 14 -15 >999 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.10 9 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length / LL dell = 360 Weight: 120 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2 -8 -15 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 SLIDER Left 2 X 4 SPF Stud 3 -3 -2, Right 2 X 4 SPF Stud 3 -3 -2 REACTIONS (lb/size) 2= 1483/0 -5 -8, 9= 1483/0 -5 -8 FORCES (lb) TOP CHORD 1 -2 =17, 2 -3=- 2449, 3-4= -2449, 4 -5= -1837, 5 -6= -1704, 6 -7= -1837, 7 -8= -2449, 8 -9= -2449, 9 -10 =17 BOT CHORD 2 -15 =2204, 14 -15 =2204, 13-14 =1704, 12 -13 =1704, 11 -12 =2204, 9 -11 =2204 WEBS 4-15 =123, 7 -11= 123, 5-14 =332, 6 -12 =332, 4 -14= -559, 5- 12 = -0, 7 -12= -559 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) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard i' / . Job Truss Truss Type Qty Ply JOBS SCISSORS 3 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Sat Jun 14 08:23:04 1997 Page 1 I- 1 -10 -8 I 4 -4 -7 I 9 -4 -3 I 14-4 -0 __19 -3-13 24 -3 -9 I 28-8 -0 1 30-6 -8 1 1 -10 -8 4 -4 -7 4 -11 -13 4 -11 -13 4 -11 -13 4 -11 -13 4-4 -7 1 -10-8 5x5 = 6 eI 5.00 FIT 3x5 � 1 3x5 1 iti c 2x4 /_ �- 2x4= 6x10 M16 -- 4 / 13 6 0 6x12 -l-� 6x8= 6x10 M16- 3 —_ 9 6x12 in ��` 14 12 '`' 10 T � o` 1' 3x5; 3x5;: 1110 3.00 12 I 6-10 -5 I 14 -4 -0 I 21 -9 -11 + 28 -8-0 6 -10 -5 7 -5 -11 7 -5 -11 6 -10 -5 — Plate Offsets (X,Y): [2:0- 1- 10,edgej, [10:0- 1- 10,edgej - LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.87 Vert(LL) -0.64 13 >531 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.92 Vert(TL) -1.03 12 -13 >333 M16 127/82 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.70 10 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length / LL dell = 360 Weight: 106 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD Sheathed or 2 -5 -14 on center purlin spacing. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 on center bracing. WEBS 2 X 4 SPF Stud *Except* W12X4 SPF No.2 SLIDER Left 2 X 4 SPF Stud 1 -11 -0, Right 2 X 4 SPF Stud 1 -11 -0 REACTIONS (lb/size) 2= 1485/0 -5-8, 10= 1485/0 -5 -8 FORCES (lb) TOP CHORD 1 -2 =14, 2 -3= -4646, 3 -4= -4646, 4 -5= -4655, 5 -6= -3700, 6 -7= -3700, 7 -8= -4655, 8 -9= -4646, 9 -10= -4646, 10 -11 =14 BOT CHORD 2 -14 =4254, 13 -14 =4329, 12 -13 =4329, 10-12 =4254 WEBS 6 -13 =2477, 4 -14 =172, 5 -14 =140, 5 -13= -793, 7 -13= -793, 7 -12 =140, 8 -12 =172 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, 10 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 Job Truss Truss Type Qty Ply JOBS SCISSORS 5 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 281997 MiTek Industries, Inc. Sat Jun 14 08:23:41 1997 Page 1 f 3-4 -3 1 8-4-0 f -- 13 -3 -13 18 -3 -9 f 22 -8 -0 f 24-6 -8 f 3 -4 -3 4 -11 -13 4 -11 -13 4 -11 -13 4 -4 -7 1 -10 -8 5x5 = 5.001 3 r 3x5 G 3x5 2 4 I— 3x5 n 1 :. , t0 2x4= I � 6 = 5 o W i . 5x12 lo .4 - 6 6x6- co 11 4 9 --_____ 1 3x5c 4 4 3x5; �_ \�� v 3.00 12 \ �� 8 18 13 � P -10 l 8 -4 -0 1 15 -9 -11 _ 22 -8 -0 I 0 -10 -5 7 -5 -11 7 -5 -11 6 -10 -5 Plate Offsets (X,Y): [7:0- 3- 6,0 -1 -11] LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.84 Vert(LL) -0.29 9 -10 >930 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.83 Vert(TL) -0.48 9 -10 >560 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.32 7 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Min Length / LL dell = 360 Weight: 89 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 *Except* TOP CHORD Sheathed or 2 -8 -1 on center purlin spacing, except end verticals. T2 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10 -0-0 on center bracing. BOT CHORD 2 X 4 SPF No.2 *Except* B2 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF Stud SLIDER Right 2 X 4 SPF Stud 1 -11 -0 REACTIONS (lb/size) 7= 1205/0 -5 -8, 13= 1049/0 -5 -8 FORCES (Ib) TOP CHORD 1 -2= -588, 2 -3= -2267, 3 -4= -2275, 4 -5= -3281, 5 -6= -3269, 6 -7= -3321, 7 -8 =28, 12- 13= -1049, 1 -12= -1084 BOT CHORD 11- 12 =79, 10 -11 =1553, 9 -10 =3041, 7 -9 =2984 WEBS 3-10=1326, 2-11=-1417, 2-10=548, 4-10=-908, 4-9=100, 5-9=110, 1-11=885 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) Bearing at joint(s) 7, 13 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard i i ,' r/ Job Truss Truss Type Qty Ply JOBS FINK 3 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 281997 MiTek Industries, Inc. Sat Jun 14 08:24:38 1997 Page 1 -6 -0-0 1 1 -2 -1 I 8 -4 -0 I 15 -5 -15 I 22 -8 -0 I 24-6-8 8-0-0 1 -2 -1 7 -1 -15 7 -1 -15 7 -2 -1 1 -10-8 5.00 12 5x5= 3 ii 3x5 2x4 // 2x4 II in 2 4 (O i `{ W$ 5x5= 5 lia in al 4 Q. 9 8 7 3x5= 3x5= 3x5= 3x5= -6-0-0 I 3-6-11 I 13 -1 -5 __ I _ 22 -8 -0 —I 6 -0 -0 3 -6 -11 9 -6 -10 9 -6 -11 Plate Offsets (X,Y): [5:0 -5- 11,0 -0 -1] LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) 1 /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.93 Vert(LL) -0.07 7 >999 M20 197/190 TCDL. 7.0 Lumber Increase 1.15 BC 0.93 Vert(TL) -0.33 7 -9 >815 BCLL 0.0 Rep Stress lncr YES WB 0.45 Horz(TL) 0.04 5 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length / LL de0 = 360 Weight: 90 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 WEDGE Right: 2 X 4 SPF Stud REACTIONS (Ib/size) 10= 1045/0 -5 -8, 5= 1208/0 -5 -8 FORCES (Ib) TOP CHORD 1 -2 =103, 2 -3 =- 749, 3-4= -1447, 4 -5= -1763, 5 -6 =17, 1 -10 =241 BOT CHORD 9 -10= 370, 8-9 =902, 7-8 =902, 5 -7 =1607 WEBS 2 -9= 534, 3-9= -342, 3 -7 =717, 4- 7 = -446, 2 -10= -1333 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) 10 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 Job Truss Truss Type Qty Ply JOBS MONO HIP 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Sat Jun 14 08:31:33 1997 Page 1 - 1 -10 -8 I 6-2 -1 l 12 -4 -0 I 17 -4 -4 I __ 22-8-0 -1 1 -10-8 6 -2 -1 6 -1 -15 5 -0 -4 5-3-12 4x7 = 2x4 I I 3x5= - 4 5f2 6 5.00 12 ' 3x5: W2 3 W? W Li" °g 3 . do. 3x711 W 5 W1 5x5= T 1 E. - - - -- - - -- 10 9 8 2x4 11 3x5= 6x8 = 2x4 11 1 6 -2 -1 I 12 -4 -0 I 17 -4 -4 } 22-8-0 ' 6 -2 -1 6 -1 -15 5.0 -4 5-3-12 Plate Offsets (X,Y): [2:0-7-6,0-2-3], [4:0-5-4,0-2-0] LOADING (pst) SPACING 2 -0-0 CSI DEFL (in) (loc) 1 /deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.70 Vert(LL) -0.08 10 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.92 Vert(TL) -0.16 9 -10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.04 7 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length / LL deft = 360 Weight: 101 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3 -4 -1 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, Except: . WEBS 2 X 4 SPF Stud WEBS 1 Row at midpt 6 -7 WEDGE Leff: 2 X 6 SPF No.2 REACTIONS (Ib/size) 7= 1052/0 -5 -8, 2= 1201/0 -5 -8 FORCES (Ib) TOP CHORD 1 -2 =17, 2 -3 =- 1786, 3-4= -1152, 4 -5= -767, 5 -6= -767, 6 -7= -1000 BOT CHORD 2 -10= 1612, 9-10 =1612, 8 -9 =1073, 7 -8 =0 WEBS 3-1 123, 3-9=- 603, 4-9= 362, 4-8= -452, 5- 8 = -376, 6 -8 =1114 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 l / / Job Truss Truss Type Qty Ply JOBS MONO HIP 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 281997 MiTek Industries, Inc. Sat Jun 14 08:32:02 1997 Page 1 - - I 5-2 -1 I 10 -4 -0 _ 16-4 -4 I 22 -8 -0 I 1 -10 -8 5-2 -1 5 -1 -15 6 -0 -4 6 -3 -12 4x7= 2x4 I I 3x5= 4 5 T-2 _ 6 PEN 0 5.00 1 3x5 / to 3 W W2 W5 W2 o ` 3x7 II W1 5x5= IMI 1 0 9 8 2x4 I I 3x5 = 6x8= 2x4 I I 5 -2 -1 I 10-4-0 _ I 16 -4 -4 I 22 -8 -0 5 -2 -1 5 -1 -15 6 -0 -4 6 -3 -12 Plate Offsets (X,Y): [2:0-7-6,0-2-3], [4:0-5-4,0-2-01 LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.78 Vert(LL) -0.08 9 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.99 Vert(TL) -0.14 9 -10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.04 7 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length / LL deft = 360 Weight: 97 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3 -7 -14 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, Except: . WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 6 SPF No.2 REACTIONS (lb /size) 7= 1052/0 -5-8, 2= 1201/0 -5 -8 FORCES (Ib) TOP CHORD 1 -2 =17, 2 -3= -1858, 3 -4= -1363, 4 -5= -1017, 5 -6= -1017, 6 -7= -990 BOT CHORD 2 -10 =1669, 9 -10 =1669, 8 -9 =1267, 7 -8 =0 WEBS 3 -10 =103, 3 -9= -453, 4 -9 =302, 4 -8= -315, 5 -8= -450, 6 -8 =1271 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 . / � — y_ Job Truss Truss Type Qty Ply JOBS MONO HIP 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Sat Jun 14 08:33:24 1997 Page 1 - - 1 4 - - I 8 -4 -0 —I — 15 -4 -4 – 22 -8 -0 – 1 -10-8 4 -2 -1 4 -1 -15 7 -0 -4 7 -3 -12 4x7= 2x4 11 3x5= - 5.00 12 ^ 5r2 _ 6 2x4 an 3 W3 W2 W4 W2 4 3x711 5x5= T of na� I1 i 1 „ e.. 9 8 3x5= 6x8= 2x4 11 1 8 -4 -0 1 15 -4 -4 1 22 -8 -0 1 8 -4 -0 7 -0 -4 7 -3 -12 Plate Offsets (X,Y): [2:0-7-6,0-2-3], [4:0-5-4,0-2-0] LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.87 Vert(LL) -0.08 9 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -0.21 2 -9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.04 7 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length / LL dell = 360 Weight: 91 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 *Except TOP CHORD Sheathed or 3 -6 -12 do center purlin spacing, except end verticals. T2 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 7 -2 -0 on center bracing. BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 6 SPF No.2 REACTIONS (lb/size) 7= 1052/0 -5 -8, 2= 1201/0 -5 -8 FORCES (Ib) TOP CHORD 1 -2 =17, 2 -3= -1817, 3 -4=- 1559, 4-5= -1354, 5 -6= -1354, 6 -7= -980 BOT CHORD 2 -9 =1618, 8 -9 =1448, 7 -8 =0 WEBS 3- 195, 4-9 =230, 4 -8= -107, 5 -8= -524, 6 -8 =1531 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 / 7 /I ! Job Truss Truss Type Qty Ply JOBS MONO HIP 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Sat Jun 14 08:35:48 1997 Page 1 - 1 -10 -8 I 3-2 -1 I 6 -4 -0 I 11 -8 -3 I 17 -0 -5 1 22 -8-0 1 -10 -8 3 -2 -1 3 -1 -15 5 -4 -3 5 -4 -3 5 -7 -11 4x7= 3x5= 3x5= 2x4 I I 5.00 12 4 5 T2— 6 7 2x4 to 3x711 3 W2 W3 W2 W4 W © N 5x5 = •� 1 cl - 1 t -- - -- �� w..4 11 10 9 01::. 3x5= 6x6= 3x5= 3x5 = 8 - - I 11 -8 -3 I 17 -0 -5 22-8-0 6 -4 -0 5 -4 -3 5 -4 -3 5 -7 -11 Plate Offsets (X,Y): [2:0-7-6,0-2-3], [4:0-5-4,0-2-0] LOADING (psf) SPACING 2 -0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.88 Vert(LL) -0.11 10 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.84 Vert(TL) -0.18 10 -11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.06 8 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length / LL deft = 360 Weight: 92 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3 -2 -2 on center puffin 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 Stud WEBS 1 Row at midpt 6 -8 WEDGE Left: 2 X 6 SPF No.2 REACTIONS (Ib/size) 8= 1052/0 -5 -8, 2= 1201/0 -5 -8 FORCES (lb) TOP CHORD 1 -2 =17, 2 -3= -1849, 3 -4= -1729, 4 -5= -1991, 5-6= -1477, 6 -7 =0, 7 -8= -203 BOT CHORD 2 -11 =1624, 10-11 =1601, 9 -10 =1991, 8 -9 =1477 WEBS 3- 11=- 32,4 -11= 128,4 -1 446,5 -10=- 109,5 -9=- 588,6 -9= 392,6 -8= -1676 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 if.- /� Job Truss Truss Type Qty Ply JOBS MONO HIP 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Sat Jun 14 08:36:25 1997 Page 1 I -1-10-8 I 8 -0 -0 I - - - - -22 8 0 - - - - -- - - -- I 1 -10-8 6 -0 -0 16 -8 -0 3x5= 5.00 12 5 6 7 8 9 T2 10 11 - -_ -_ 1 2 13 14 4 • .n - -n -- - -11 41 IT -II -1- - - --9- - - - --9 i ti v 3� ET3 ET3 ET3 E. T3 ST3 ET3 ET3 ET3 W A Sx5 --= . T 2 a 1 1 B 0 0 0 0 0 f.# 0 0 0 - 1 3x5 = I 22 -8-0 I 22 -8 -0 Plate Offsets (X,Y): [2:0 -5- 11,0 -0- 1],15:0- 2- 8,0 -1 -1] LOADING (psf) SPACING 2 -0-0 CSI DEFL (in) (Ioc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.35 Vert(LL) n/a - n/a M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.12 Vert(TL) 0.05 1 -2 >499 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Min Length / LL defl = 999 Weight: 86 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 0 -8 -0 on center bracing. WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud REACTIONS (Ib /size) 2= 335/22 -8 -0, 21= 10/22 -8-0, 15= 42/22 -8 -0, 22= 180/22 -8 -0, 23= 189/22 -8 -0, 24= 189/22 -8 -0, 25= 181/22 -8 -0, 26= 214/22 -8-0, 20= 184/22 -8 -0, 19= 189/22 -8 -0, 18= 186/22 -8 -0, 17= 195/22 -8 -0, 16= 159/22 -8 -0 Max Horz 2= 2(Ioad case 1), 15=- 2(Ioad case 1) Max Grav22= 180(Ioad case 3), 23= 189(Ioad case 3), 24= 189(Ioad case 3), 25= 181(Ioad case 1), 26= 218(load case 2), 20= 184(Ioad case 3), 19= 189(load case 1), 18= 186(load case 3), 17= 195(Ioad case 1), 16= 159(load case 3) FORCES (Ib) TOP CHORD 1 -2 =35, 2- 3 = -67, 3- 4 = -34, 4- 5 = -31, 5 -6 = -2, 6 -7 = -2, 7 -8 = -2, 8 -9 = -2, 9- 10 = -2, 10- 11 = -2, 11- 12 = -2, 12- 13 = -2, 13- 14 = -2, 14- 15= -32 BOT CHORD 2 -26 =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, 15 -16 =0 WEBS 8- 22 = -148, 7-23=-148, 6-24=-150, 4-25=-137, 3-26=-180, 9-20=-148, 10-19=-148, 11-18=-147, 12-17=-153, 13-16=-126 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) Gable studs spaced at 2 -0-0 on center. 7) For studs exposed to wind, see MiTek "Standard Gable End Detail" 8) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply JOBS FINK 9 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 281997 MiTek Industries, Inc. Sat Jun 14 08:38:54 1997 Pagel -1-10-8 1 7 -0-1 1 14 -0 -0 1 20 -11 -15 1 28-0 -0 1 29 -10 -8 1 1 -10 -8 7 -0 -1 6 -11 -15 6 -11 -15 7 -0 -1 1 -10 -8 5x5= 4 5.001 / 11 \ 400„ 2x4,\ 2x4 /7 v 3 5 9 \ co 4x711 4x711 10 9 8 3x5= 3x5= 3x5= 1 9 -4 -1 1 18 -7 -15 1 28-0-0 9 -4 -1 9 -3 -15 9 -4 -1 Plate Offsets (X,Y): [2:0- 0- 0,0- 3- 7],[2:0 -5- 11,0 -0- 1],16:0 -0- 0,0 -3- 71,[6:0 -5- 11,0 -0 -1] LOADING (psl) SPACING 2 -0 -0 CSI DEFL (in) (loc) 1/deft PLATES GRIP - TCLL 30.0 Plates Increase 1.15 TC 0.94 Vert(LL) -0.13 10 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -0.41 8 -10 >805 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.08 6 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length / LL deft = 360 Weight: 99 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 3 -3 -11 on center purlin spacing. BOT CHORD 2 X 4 SPF 1650F 1.5E 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) 2= 1452/0 -3-8, 6= 1452/0 -3 -8 FORCES (Ib) TOP CHORD 1 -2 =17, 2 -3= -2257, 3 -4= -1960, 4 -5= -1960, 5 -6= -2257, 6 -7 =17 BOT CHORD 2- 10=2043, 9 -1 = 1435, 8 -9 =1435, 6 -8 =2043 WEBS 3-10=-385, 4-10=617, 4-8=617, 5-8=-385 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 FINK 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 281997 MiTek Industries, Inc. Sat Jun 14 08:39:09 1997 Page 1 1 -1 -10.8 1 - 14 -0 -0 1 28 -0-0 - -- 1 29 -10-8 I 1 -10-8 14 -0 -0 14 -0 -0 1 -10 -8 5x5 = 2x411 8 . 2x411 5.00 NT 2x411 7 2x411 2x411 61 2x4 11 2x411 5 • 515 11 2x411 '? 2x411 4 F. T4 - 12 2x411 co 3 ' ET3 ' II 13 2 � 5x5 5x5= 14 2 15 I t • aI1 � . . . . �i . . i v �� � � � y � � v ... �� � ��" ��I f " � . ..i����! " A" 26 25 24 2 3 22 21 20 19 18 17 16 2x411 2 x 4 1 1 2x411 2x4 1 I 2x4 1 1 6x6= 2 x 4 I I 2x4 11 2x4 I I 2x4 11 2x4 I I I 28 -0 -0 I 28 -0 -0 Plate Offsets (X,Y): 12:0 -5- 11,0 -0- 1],114:0 -5- 11,0 -0-1] LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (Ioc) I /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.40 Vert(LL) n/a - n/a M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.10 Vert(TL) 0.04 1 -2 >605 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Min Length / LL dell = 999 Weight: 118 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, Except: . OTHERS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud REACTIONS (Ib /size) 2= 361/28 -0-0, 21= 170/28 -0 -0, 14= 361/28 -0 -0, 22= 188/28 -0 -0, 23= 186/28 -0 -0, 24= 196/28 -0 -0, 25= 152/28 -0 -0, 26= 283/28 -0-0, 20= 188/28 -0 -0, 19= 186/28 -0-0, 18= 196/28 -0-0, 17= 152/28 -0 -0, 16= 283/28 -0 -0 Max Horz 2= 22(Ioad case 1), 14=- 22(load case 1) Max Grav22= 195(Ioad case 2), 23= 186(Ioad case 1), 24= 197(Ioad case 2), 25= 152(load case 1), 26= 284(load case 2), 20= 195(load case 3), 19= 186(load case 1), 18= 197(load case 3), 17= 152(Ioad case 1), 16= 284(load case 3) FORCES (Ib) TOP CHORD 1 -2 =35, 2- 3 = -95, 3- 4 =-61, 4- 5 = -50, 5- 6 = -52, 6- 7 = -52, 7- 8 = -52, 8- 9 = -52, 9- 10 = -52, 10- 11 = -52, 11- 12 = -50, 12- 13 = -61, 13- 14 = -95, 14 -15 =35 BOT CHORD 2 -26 =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= 0,14 -16 =0 WEBS 8 -21 =- 130,7 -22 =- 148,6 -23 =- 147,5 -24 =- 155,4 -25 =- 119,3 -26 =- 225,9 -20 =- 148,10 -19 =- 147,11 -18 =- 155,12 -17 =- 119,13 -16= -225 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 f (c." Job Truss Truss Type Qty Ply JOBS FINK 3 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Sat Jun 14 08:39:30 1997 Page 1 7 -0 -1 1 14 -0 -0 1 20 -11 -15 1 28 -0 -0 1 29 -10-8 7 -0 -1 6 -11 -15 6 -11 -15 7 -0 -1 1 -10-8 5x5= 3 5.00 12 2x4 \\ 2x4 // 4 2 4 N m r�� ligi 5x611 1111-46 1°7 9 8 7 3x5= 3x5= 3x5= I 9 -4 -1 1 18 -7 -15 --- — — 28 -0 -0 —1 9 -4 -1 9-3-15 9 -4 -1 Plate Offsets (X,Y): [1:0 -5- 11,0 -0-1], [5:0 -5- 11,0 -0-1] . LOADING (psf) SPACING 2 -0-0 CSI DEFL (in) (loc) I /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.95 Vert(TL) -0.13 9 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -0.42 7 -9 >785 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.08 5 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length / LL dell = 360 Weight: 96 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 3 -1 -13 on center purlin spacing. BOT CHORD 2 X 4 SPF 1650F 1.5E 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= 1297/0 -3-8, 5= 1457/0 -3 -8 FORCES (lb) TOP CHORD 1 -2= -2381, 2 -3= -2076, 3 -4= -2052, 4 -5= -2354, 5 -6 =17 BOT CHORD 1 -9 =2171, 8 -9 =1498, 7 -8 =1498, 5 -7 =2141 WEBS 2 -9= -422, 3 -9= 688, 3-7 =653, 4- 7 = -407 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 ' ..„,.. 11 / r r Job Truss Truss Type Qty Ply JOBS MONO TRUSS 1 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 281997 MiTek Industries, Inc. Sat Jun 14 08:42:42 1997 Page 1 -1 -10.8 I -- - 6 -0 -0 1 -10 -8 6 -0 -0 2x411 2x4 II 5 5.00 12 2x4 11 - 3 5x5— Al T 2 1 2x411 2x4 11 2x411 1 6 -0 -0 6 -0 -0 Plate Offsets (X,Y): [2:0 -5- 11,0 -0-11 LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.40 Vert(LL) n/a - n/a M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.04 Vert(TL) 0.08 1 -2 >323 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Min Length / LL dell = 999 Weight: 24 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 0 -10 -4 on center bracing. WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud REACTIONS (lb /size) 2= 327/6 -0 -0, 6= 13/6 -0 -0, 8= 186/6 -0 -0, 7= 159/6 -0 -0 FORCES (Ib) TOP CHORD 1 -2 =35, 2- 3 = -74, 3 -4 =30, 4- 5 = -22, 5 -6 = -7 BOT CHORD 2 -8 =0, 7 -8 =0, 6 -7 =0 WEBS 3-8=-125, 4-7=-135 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Gable studs spaced at 2 -0 -0 on center. 4) For studs exposed to wind, see MiTek "Standard Gable End Detail" r / 5) This truss has been designed with ANSI/TPI 1 -1995 criteria. /)`/ i LOAD CASE(S) Standard / i r - - -- Job Truss Truss Type Qty ply DON1 JO6B ROOF TRUSS 9 1 NOFFKE LUMBER INC. 4.0 -32 s Mar 28 1997 MiTek Industries, Inc. Sat Jun 14 08:47:01 1997 Page 1 1 — 6 -4 -4 -0 - { 6 -4 -0 2 -- 5.00 12 ►, 1 N M 5x5- 1 HW1 o - B1 6 -4 -0 mml 6 -4 -0 � Plate Offsets (X,Y): [1:0 -5- 12,0 -0-1] — LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (Ioc) 1 /dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.74 Vert(LL) n/a - n/a M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.21 Vert(TL) -0.08 1 -3 >895 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCOL 10.0 Code BOCA/ANSI95 (Matrix) Min Length / LL deft = 999 Weight: 16 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 6 -0 -8 on center bracing. WEDGE Left: 2 X 4 SPF Stud REACTIONS (Ib /size) 1= 281/0 -5 -8, 2= 220/0 -5 -8, 3= 60/0 -3 -8 FORCES (Ib) TOP CHORD 1 -2 =76 BOT CHORD 1 -3=0 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard 4 �. 1. 2 4,: 9 r �Z 1A C ALA ■ i lad - Ef IN t y 9