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Report (6) /' ..0%3- coov6y llo'a 5tw 5AtiE /Atl /3 - 00067 /110$15 S , S rgy t ' � S T 6 -00o66 / I O C 5 SA4 t /10 94. 6w 5h't MAR 1 S 2013 CONSULTING ac GITYOFTIGARD BUILDING DIVISION DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 Re: B1301885 MiTek 20/20 7.2 Pulte Homes Summer Creek bldg 19 main The truss drawing(s) referenced below have been prepared by DrJ Consulting, LLC under my direct supervision based on the parameters provided by ProBuild (Clackamas). Pages or sheets covered by this seal: 16444003 thru 16444017 My license renewal date for the state of Oregon is December 31, 2013. Important Notice: The accuracy of the Truss Design Drawings relies upon: 1. Accurate metal plate connector design values as published by MiTek. 2. Accurate design values for solid sawn lumber. Design values (E, Emin, Fb, Fc, Fcperp, Ft, and Fv) for solid sawn lumber and approved, grade stamped, finger jointed lumber shall be as defined by the grade stamp prior to cross cutting and in accordance with the published values of lumber rules writing agencies approved by the Board of Review of the American Lumber Standards Committee in accordance with the latest edition of ANSI/TPI 1 Section 6.3. ��g 0 PROF 010 85525PE *, OREGON ,� $ 1 G ZY12, 2 $ ` .:. JQSE - N HEN , i I 2 013 February 27.2013 Ryan J. Dexter, P.E. The seal on these Truss Design Drawings indicates acceptance of professional engineering responsibility for the design assumptions as defined on this truss design drawing, solely for the truss component(s) depicted. The design assumptions, loading conditions. suitability and use of this component for any particular building is the responsibility of the building designer or owner of the trusses, per ANSI /TPI 1. The responsibilities and duties of the truss designer, truss design engineer and truss manufacturer shall be in accord with the latest edition of ANSI /TPI I Chapter 2 unless otherwise defined by a contract agreed upon by the parties involved. Job Truss 'Truss Type , Oty . Ply Pulle Homes Summer Creek bldg 19 main 16444003 B1301885 Al !FLOOR 1 1 : - - _ ,Job Reference (optional) Pro - Build Clackamas Truss. Clackamas,OR 97015 Eric Roesler 7 250 s Aug 25 2011 MiTek Industries. Inc. Wed Feb 27 10:32:11 2013 Page 1 • . ID:137NXXY WYXphs]870DXOGTzmrnG - kkyM I ?cAdTA33gDygOPZZIjutpfDWy WsRPOeZzgz5o 1 -10 -6 2 -6.0 2 -6-6 __ 2.5 -4 _ `_ 2 -5 -4 2 -5-1 2-5-1 2 -9-2 I . 2-6-6 Scale =1 . 15 -10-8 I 5x12 MT18H = 2x4 i " 2x4 2x4 I' 3x4 — 2x4 I 4x12 -- 2x4 10x20 3x6 FP — 4x10 -- 2x4 " 3x6 — 4x8 — 2x4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 - 24 23 - 22 21 20 19 - 18 17 16 5012 MT18H 4x10 4x10 2x4 4012 3x4 3x6 FP 4x8 3x6 4x8 4x12 = 33 -3 -0 8-1-2 a -1 -2 8 -1 -2 35-6-12 0.4-0 _ 4-11 -10 _ _ 10-1-2 _ _ 12A -10 15-3-12_ - _ 17-11-4 20 -0 -12 _ _ _ 25-6-6 30.7 -2 - _ 33-6-4 33-/-4 35 -/ -0 0-4-4 4 -7-6 _ 5 -1 -8 - 2 -7 -8 2 -7 -2 _ - - 2 -7-9 2 -7 -8 _ - _ _ 4 -11 -10 _ .. 5,0-12 _ _ - 2 -11 -2 - 0.1-0 1 -11 -8 o- -0 - Plate _Offsets _(X,Y): 16:0-5-12 Edge], [14:0- 1- 8.Edge] ,_11$ 0- 1- 8.Edge, 116 Edge 0- 1- 8],_[17 1- 8_Edge],_[18 0- 3- 12.Edge] 40.3 -12 Edge],_ [25:0- 4- 13-Edgee.-[2f�dge_4_L-8] LOADING (psf) SPACING 2 -0 -0 CSI ' DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.44 Vert(LL) -0.20 24 -25 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.35 24 -25 >603 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.04 21 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 1 (Matrix) Weight: 174 lb FT = 0 %F, O %E LUMBER BRACING TOP CHORD 4 X 2 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 4 X 2 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 DF Std G REACTIONS (lb /size) 21= 2265/0-5 -8 (min. 0 -1 -8), 16= 624 /Mechanical, 26= 755 /Mechanical Max Gray 21= 2265(LC 1), 16= 723(LC 3), 26= 818(LC 2) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 2523/0, 3-4= 2523/0, 4 -5 =- 2723/0, 5 -6 =- 2723/0, 6-7=-43/1143. 7 -8 =- 44/1143, 8 -9 =- 180/1527, 9- 10=- 180/1527, 10 -11 =- 181/1526, 11 -12 =- 2214/361, 12 -13 =- 2236/357, 13 -14 =- 1649/0 BOT CHORD 25- 26= 0/1347, 24- 25= 0/2936, 23 -24 =- 480/1710, 22 -23 =- 482/1708, 21- 22=- 3409/0, 20 -21 =- 3409/0, 19-20=-3409/0, 18 -19 =- 870/1499, 17 -18 =- 61/2236, 16- 17= 0/1649 WEBS 8 -21 =- 2225/0, 2 -25= 0/1269, 4-25=-446/118, 4 -24 =- 398/0, 7 -22 =- 262/0, 6 -24= 0/1256, 6- 22=- 1977/0, 8- 22= 0/2738, 10 -19 =- 263/0, 8- 19= 0/2526, 12 -18 =- 258/0, 11 -19= 1697/0, 11- 18= 0/1028, 13-18=-318/0, 13 -17 =- 633/181, 5 -24 =- 263/0, 3 -25 =- 256/0, 14- 17=- 24/282, 2-26=-1531/0, 14-16=-1754/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0 131" X 3 ") nails. Strongbacks to ,i‘ 0 PROpen- be attached to walls at their outer ends or restrained by other means. '� rs w,\ A NC'[ NEF9 0 8) CAUTION, Do not erect truss backwards. 9 LOAD CASE(S) Standard '. 5 ■ . 1! :L J OREGO ,` -(�Ct • 92 (✓y12,2Q -'..� `IOSEPH O` • RENEWAL DATE: 12/31/2013 February 27,2013 I 1 a Nify d pad Drawing d Reference Se (1) b esig valid WAR for use ING - with Ver MiTek esign connector rameters plates and only rea This notes design on this is based Truss only Design upon Drawi parameters and showincluden, DrJ and is for efere an c ind et rev build -1 ing component efore use. Ap Dlicabn ility • of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint , / designations shown on individual web and chord members are for compression buckling only. not forbuildmg stability bracing. Additional temporary restraint/ ' diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure , is the responsibility of the building designer or owner of the trusses- For general guidance regarding design responsibilities. fabrication, quality control storage, delivery, erection, lateral restraint and diagonal bracing. consult ANSI/TPI 1, DSB -89 and BCSI (Building Component Safety Information) available from CONSULTIT� LLC w NG SBCA at ww sbcmdustry corn. Job Truss 'Truss Type 'Oty I Ply Pube Homes Summer Creek bldg 19 main 1 16444004 - B1301885 A2 F LOOR '3 1 i :Job Reference (optional) Pro Clackamas Truss. Clackamas.OR 97015 - 1129. Eric Roesler - 7.250 s Aug 25 2011 MiTek Industries. Inc. Wed Feb 27 10.32:11 2013 Page 1 I D: RepW9ZbPrSBGj Bti3L55u6zmrnD - kkyM I ?cAdTA33q DygOPZZI)vKpd3Wpa WsRPOeZzgz5o 1 - 10 - 6 2 - 6 - 0 2 -4 - 14 • Scale = 1:30.0 17-6 -4 2x4 4x8 = 2x4 3x6 = 2x4 5x12 MT18H = 304 1 2 3 4 5 6 7 4x6 - 8 +. . N - - - _ _` - �N , 13 12 1 11 - 10 ' 9� 4x6 — 4x10 — 3x8 — 5x12 MT18H — 4x8 — 8 - - 1fl -1 ?-4 0.4.4_ - 4.11 -10-. . — . - - __ 10.1:2 _... - - _ 15-1 -2 ._ - «– 17-9-10_ 17 -19 - -9 0-4-4 4.7.6 5 -1.8 5 -0-0 2 -8-8 0-0 -14 . . _ ... . .. 0-0 -12 Plate Offsets ,LX.Y): (2:03_8 Edge]_[4:0_2 Edgel. (7:0- 1- 8,EdgeL[9:Edge 0,1 -8], [10:0- 1- 8,Ed_gej, [13:d�c e_0 -1 -8] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.26 11 -12 >814 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 1 BC 0.63 I Vert(TL) -0.47 11 -12 >446 360 MT18H 220/195 BCLL 0.0 i Rep Stress Incr YES WB 0.40 Horz(TL) 0.08 9 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight: 91 lb FT = 0 %F, 0 %E LUMBER BRACING TOP CHORD 4 X 2 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 4 X 2 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 4 X 2 DF Std G REACTIONS (lb /size) 13= 960 /Mechanical, 9= 948/0 -1 -12 (min. 0 -1 -8) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 3082/0, 3-4 =- 3104/0, 4 -5 =- 4033/0, 5 -6 =- 4033/0, 6-7=-2188/0 BOT CHORD 12- 13= 0/1637, 11 -12= 0/3895, 10- 11= 0/3412, 9 -10= 0/2188 WEBS 4 -12 =- 849/0, 6-11= 0/670, 5 -11 =- 258/0, 3 -12 =- 257/0, 6-10=-1321/0, 7 -10= 0/541, 7 -9 =- 2330/0, 2- 13=- 1852/0, 2- 12= 0/1572 NOTES 1) All plates are MT20 plates unless otherwise indicated. 2) A plate rating reduction of 20% has been applied for the green lumber members, 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 5) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3-10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 0,,V PR Opt,' ' 8 - 25PE tr .. ✓ OREGON , � " 1y ( " 4 1 , 1 2, 2 b� '1 ✓0s p RENEWAL DATE: 12/31/2013 February 27,2013 I 1 A W ily n Re et ( 03 o. Design valid for use AR NING - w MiTek design connect parameters or plates and only read This otes design on Ibis is based Truss ony Design upon Drawing parameters and shown. included DrJ and is for eferenc an individual She rev building -11') com re use Applicability Eig of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint ad i designations shown on individual web and chord members are for compression buckling only. not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability dunng construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the budding designer or owner of the trusses. For general guidance regarding design responsibilities. fabncation. quality control, storage, delivery, erection, lateral restraint and diagonal bracing. consult ANSI/TPI 1, DSB -89 and BCSI (Building Component Safety Information) available from CONSULTING LL C SBCA at www sbcindustry corn, , Job Truss Truss Type - Oty Ply . Pulle Homes Summer Creek bldg 19 main 16444005 51301885 A3 FLOOR 1 1 , , _ _ - - _ _ I Job Reference (optional) Pro - Build Clackamas Truss. Clackamas,OR 97015 - 1129. Eric Roesler 7.250 s Aug 25 2011 MiTek Industries, Inc. Wed Feb 27 10.3212 2013 Page 1 . ID: N 1 wGaFcfN3RyU05Am 7ZzXzmrnB - Cx WkV LdoOn Iwh_o8E6wo6zF6zC2M F 19g458xB 2-5-7 _ 2-6-0 _ r-4 -1 Scale = 1:20.1 - 2x4 5x12 MT18H = 2x4 2x4 1 2 3 4 5 3x6 6 4s6 78 l I N : - . .4 — - -- - - -- - -__ _- —__ 1 . A 12 11 10 9 3x6 = 3x6 = 5x12 MT18H - 4x6 8-1 -2 101212 - - - -- - __._. -3 -3 _ -- _- 10-3 -3 11 -10-4 11 -114 - - 5 -3 -3 5 -0-0 1 -7 -1 0 -0 -12 0-0 -12 Plate Offsets (X .Y_)2:0 -1 -8 Edge],_[5:0 -20 Ed_ e],16_0 -18 Edge.], _[7_8 Edge],19.-1�8 0 Edge] -1 -8 Egle], _j11:0- 2_12,EdgeU12r0- 1-9_Edge] LOADING (pst) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.06 11 >999 480 MT20 220/195 TCDL 10.0 1 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.15 11 -12 >930 360 MT18H 220/195 BOLL 0.0 Rep Stress Incr YES i WB 0.31 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight: 55 lb FT = 0 %F, 0 %E LUMBER BRACING TOP CHORD 4 X 2 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.1 &Btr G end verticals. WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (lb /size) 12= 658 /Mechanical, 9= 658 /Mechanical FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4 =- 1828/0, 4 -5 =- 1828/0, 5-6= -840/0 BOT CHORD 11- 12= 0/1253, 10-11= 0/1658, 9 -10 =0/840 WEBS 3- 11= 0/620, 6- 10= 0/372, 6-9=-1032/0, 5-10 =- 882/0, 3 -12 =- 1356/0 NOTES 1) All plates are MT20 plates unless otherwise indicated 2) A plate rating reduction of 20% has been applied for the green lumber members. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 5) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 4 .) PR QFFS Cr � 5PE r' ;t �, OREGON N / 9� (14 Y , 2 'i JOSEPH O RENEWAL DATE: 12/31/2013 February 27,2013 r r A WARN pamis Truss Dind DrJ nce (1) - sign valid for NI use G - with Verify Mi gn connector ra plates eters and only. read This notes design on th is based only Design upon raw parameters and include shown, and is Refere for an e indiv et rev. building 03-1 com before ponent. use Appli E of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer Lateral restraint i l ki designations shown on individual web and chord members are for compression buckling only. not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses For general guidance regarding design responsibilities. fabncation, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSUTPI 1, DSB -89 and SCSI (Building Component Safety Information) available from CONSULTING LLC SBCA at wvnv.sbandustry com , Job Truss Truss Type 'Qty Ply Putte Homes Summer Creek bldg 19 main 16444006 . 61301885 A4 FLOOR 1 1 • Job Reference (optional) i Pro Clackamas Truss Clackamas.OR 97015 - 1129. Eric Roesler j j 7.250 s Aug 25 2011 MTek Industries. Inc Wed Feb 27 10:32'12 2013 Page 1 10' occPCGf Yg_pZpylfsugGb9zmm8 CxWkVLdoOnlwh o8E6wo6zF71C5GFMO9458xB ?zgz5n — 2x4 1 -10 -14 1 2 2x4 3 3x4 4 5 • Scale = 1.9.4 ` i o' o N N j, _ 7,'4 7 6 8-1 -2 3x4 304 8 4 -2-4 ■ 4 -2-4 Plate sets fX Y�_[210- 1- 8_Edge],_ 1 -8 E clge_14 9 Edge]_[? 0- 1- 9,Edge] — — — — — — - - - -" LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) 1 /deft Lid • PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) 0.00 7 '•" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.06 6 -7 >774 360 BCLL 0.0 Rep Stress 'nor YES WB 0.04 I Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2006fTP12002 (Matrix) Weight: 20 lb FT = 0 %F, 0 %E LUMBER BRACING TOP CHORD 4 X 2 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4 -2 -4 oc purlins, except BOT CHORD 4 X 2 DF No.1 &Btr G end verticals. WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (lb /size) 7= 233 /Mechanical, 7= 233 /Mechanical, 6= 233 /Mechanical FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3 -7 =- 258/0, 3- 6= -258/0 NOTES 1) A plate rating reduction of 20% has been applied for the green lumber members. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �" PRQ r§n—c t t 1GINEF %'/ . , it 8 .25E ma c - `. • a REGON •' 3 /'4 x'12,2 -i N 0� dpsEP • RENEWAL DATE: 12/31/2013 February 27,2013 • A WA N - ify parameters and d Re She (3 1') Design vali d R NI for use G wit Ve MI design Tek connector paramete plates and only. rea This notes design on this is based Truss only Design upon Drawing parameters showIncluden. DrJ and is eferenc for an individual et rev. building -1 com before ponent use App Ek of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only. not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilmes, fabncation, quality control. storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB -89 and BCSI (Building Component Safety Information) available from CONSULTING LL C SBCA at www.sbcindustry.com. , Job Truss 'Truss Type i Qty , Ply I Puke Homes Summer Creek bldg 19 main 1 16444007 61301885 A (FLOOR :5 1 - - ,Job Reference (optional) _ Pro-Build Clackamas Truss. Clackamas.OR 97015 -1129. Eric Roesler 7.250 s Aug 25 2011 MiTek Industries. Inc. Wed Feb 27 10:32'10 2013 Page 1 . ID: k_k9dygoCb3G3Fv2zJjkgazmrn6 -GY Oz5fcXs92C Sgfm7htKOYAhaPJOnHONdnfg66zgz5p 1 -10 -6 2-6-0 2-6-6 , 2 _ 5 - 4 2'5-4 { , 2-5-1 +_.. 2 S1 2-1-10 Scale = 1.61.9 - 5x12 MT18H - 2x4 Ii 35 -3 -0 2X 2x4 3x6 2i4' 5x171VIT18H`3n6 FP - 10x20 2x4 , - 4x10 2x4 - '1" 3b6 2x4 4x10 3x4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 9 N 1 p- ( ,l t_ - F 9 27 26 25 24 23 22 21 20 19 18 17 5x12 MT18H 4x10 - 5x12 MT18H 2x4 I 4x12 304 3x6 FP 4x10 4x8 4x8 4x12 - 17_10-8 61 -2 8-1-2 8-1 -2 0-4-4 4 -11 -10 10-1 -2 I 12 -8-10 15-3-12 17 -11 -4 20 -6-12 25-6 -6 30-7 -2 35-6-12 35-7 -0 0-4 -4 4 -7 -6 5-1-8 2 -7 -8 2 -7 -2 2-7-8 2-7-8 4 -11 -10 5-0-12 4 -11 -10 0-0-4 Plate_QHsets Ly); [6:0 -5_8 Edge],_[L7:Ed_ge 0 - 8],418:0 Edge],_[25 :0 -4 -1 Edge],_[27:Edge 0 - 8] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.20 25-26 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.34 25-26 >615 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.04 17 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight: 183 lb FT = 0 %F, 0 %E LUMBER BRACING TOP CHORD 4 X 2 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 4 X 2 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. WEBS 4 X 2 DF Std G REACTIONS (lb /size) 22= 2401/0 -5-8 (min. 0 -1 -8), 17= 727 /Mechanical, 27= 730 /Mechanical Max Grav22= 2401(LC 1), 17= 811(LC 3), 27= 816(LC 2) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 2513/0. 3-4= 2513/0, 4-5 =- 2703 /264, 5-6 =- 2703/264, 6-7=-12/1566, 7 -8 =- 14/1566, 8 -9 =- 14/1566, 9-10 =- 2/1527, 10- 11=- 2/1527, 11- 12=- 2626/300, 12- 13=- 2647/296, 13 -14 =- 2677/0, 14-15=-2677/0 BOT CHORD 26- 27= 0/1343, 25- 26= 0/2921, 24- 25=- 829/1685, 23 -24 =- 831/1683, 22 -23 =- 3827/0, 21 -22 =- 3827/0, 20-21= 3827/0, 19-20= 838/1622, 18- 19= 0/2982, 17- 18= 0/1580 WEBS 9 -22 =- 2360/0, 7- 23=- 262/0, 6- 25= 0/1325. 6-23 =- 2044/0, 9-23= 0/2803, 10 -20 =- 262/0. 9- 20= 0/2823, 12 -19 =- 254/0, 11 -20 =- 1981/0, 11 -19= 0/1302, 13 -19= 586/0, 13 -18 =- 329/217, 14 -18 =- 256/0, 15- 18= 0/1180, 5 -25 =- 263/0, 4 -25 =- 464/0, 3-26 =- 256/0, 4 -26 =- 440/197, 2 -26= 0/1263, 15-17 =- 1722/0, 2 -27 =- 1527/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT2O plates unless otherwise indicated. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. - � �- s 7) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to }Z be attached to walls at their outer ends or restrained by other means. - 'k 6i 8) CAUTION, Do not erect truss backwards �� � NG ] �lC /9 % ; LOAD CASE(S) Standard CC . : 25" ' 1-- '.. ./ :L OREGON N 4, 14, G4 '12, 2 �� -+;'" `/OSEpN 0 • RENEWAL DATE 12/31/2013 February 27,2013 I 1 a WAR - p Daw and Rn S (') sign valid for use NING with Verify MiTek design co p tor plates ando nly r ad This notes design on this is based Truss only esign upon Dr parameters ing d showincluden. DrJ and is efere for an ce individual heet rev- building 03 -11 component - before use. Appli Design F of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses For general guidance regarding design responsibilities, fabrication. quality control, storage, M delivery, erection, lateral restraint and diagonal bracing, consult ANSITPI 1, DSB -89 and BCSI (Building Component Safety Information) available from CONSULTING ac SBCA at www.sbcindustry.com. . ,Job Truss Truss Type 1 Qty Ply ' Pulte Homes Summer Creek bldg 19 main 16444008 B1301885 ,AG -1 FLOOR 1 2 I Job Reference (optional) • Pro -Build Clackamas Truss. Clackamas,OR 97015-1129. Eric Roesler 7.250 s Aug 25 2011 MiTek Industries. Inc. Wed Feb 27 1032:14 2013 Page 1 ID' 8ZP IG_ igUVVRrwl edeRGRlDzmrn3- 8JeUwOf2w0YewHyXMXyGBOLSAOioj 5tzYPd2 Ftzgz5l 8- d8 44-0 4- - r 838 at132 0 -1 -8 3 -11 -8 0-2-0 4 -18 0-18 . Scale = 1.16.3 204 I i 5x6 1 2 5x8 = ' . 1 , - ' ) 3 [ .. � [ ' , -' � 4 5 • N 1 . _ 1 J _. . —... _. ..— ....._.. i [ HHUS262 i N 10 • �9_, -•_i 8 7 `6' 1 5x8 '" 2x4 !'' 2x4 8.1 -2 4-3.12 8 -1.2 0;11.._ _ 4-1{1 4-3-0 8-4A 8-0-0 0 -1 -8 3-11.8 0-2- 4-0-12 0-1-0 0 -0-12 Plate Offsets (X.Y); [2:0-3-0,0-2-41,A4:0,3410-2-4J, [8:0-4-031,241 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.07 8 >999 360 MT20 220/195 TCDL 10.0 i Lumber Increase 1.00 BC 0.43 Vert(TL) -0.11 8 >838 240 BCLL 0.0 Rep Stress Ina NO WB 0.75 Horz(TL) -0.00 9 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight: 82 lb FT = 10% LUMBER BRACING TOP CHORD 2 x 4 DF No.18Btr G TOP CHORD 2 -0-0 oc purlins (6 -0 -0 max.): 1 -5. BOT CHORD 2 X 6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 x 4 DF Std G REACTIONS (lb /size) 9= 968/0 -5-8 (min. 0 -1 -8), 7= 968/0 -3 -8 (min. 0-1 -8) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 2893/0, 3 -4 =- 2893/0 WEBS 3- 8= -400 /0, 2 -8= 0/2947, 4 -8= 0/2947, 2 -9= 786/0, 4 -7 =786/0 NOTES 1) 2 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: Top chords connected as follows: 2 x 4 - 1 row at 0 -9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7 -0 oc. Webs connected as follows: 2 x 4 - 1 row at 0-9 -0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and /or bottom chord. 7) Recommend 2x6 srongbacks. on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Use Simpson Strong -Tie HHUS26 -2 (14 -10d Girder, 4 -10d Truss) or equivalent at 4 -3 -12 from the left end to connect truss(es) AG -2 (2 ply 2 X 6 DF) to front face of bottom chord. 11 PR °Fes 9) Fill all nail holes where hanger is in contact with lumber. � �aG(N�,e� 61/ LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 4 t . : „; 2 PE f Uniform Loads (ptf) Vert: 1- 5 = -100, 6- 10 = -10 Concentrated Loads (Ib) Vert. 8=- t000(F) ,/ v OREGON CY12,'( ✓p� 0 RENEWAL DATE 12/31/2013 February 27,2013 WARNING - Verily design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev 03.111 before use. Design valid for use wah MiTek connector plates only This design is based only upon parameters shown, and is for an individual building component. Applicability ®, of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only. not forbuilding stability bracing. Additional temporary restraint] .. diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure ' is the responsibility of the building designer or owner of the trusses For general guidance regarding design responsibilities. fabrication, quality control, storage, SI * s delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB -89 and BCSI (Building Component Safety Information) available from CONSULTING LLC SBCA at www, sbctndustry.com, :Job j Truss Truss Type IOty Ply ! Pulte Homes Summer Creek bldg 19 main j A. I 16444009 : B1301885 VAG -2 :FLOOR I1 ; I I Job Reference (optional) • Pro-Build Clackamas Truss, Clackamas,OR 97015 -1129, tom 7 250 s May 11 2011 MiTek Industries, Inc. Wed Feb 27 13:59 :40 2013 Page 1 ID:5yX2ggkx08hZ91 nOmsJvNezmm 1- SDJLgj3SsJdHx5ga_fuf4lpP 14VegC WvVmXe5Vzgw3H 0 -1 -8 3-7 -0 2x4 38-8 0 -1 -8 3 5 8 0-1 -8 1 2 4x4 -- 3 4 . - Scale = 1:7.8 i - I - - - -- — z — - f 1 i :. j ■ 4x4 = I ,�I 1' , 8 7 9 6 6. 2x4 • 0 -1 -8 3-7 -0 3 -8-8 0 -1 -8 3-5-8 0-1 -8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deb Ud PLATES GRIP TCLL 40.0 Plates Increase 1 00 TC 0 13 Vert(LL) -0 01 6 -7 >999 360 - MT20 220/195 TCDL 10 0 Lumber Increase 1.00 BC 0.43 Vert(TL) - 0.02 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0 01 Horz(TL) 0.00 6 n/a n/a ' BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight 36 lb FT = 10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1 &Btr G TOP CHORD 2 -0-0 oc pudins' 1-4. BOT CHORD 2 X 6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2 x 4 DF Std G REACTIONS (lb /size) 6= 641/0 -2 -0 (min 0 -1 -8), 7= 567/Mechanical FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown NOTES 1) 2 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: Top chords connected as follows 2 x 4 - 1 row at 0-9-0 oc Bottom chords connected as follows: 2 X 6 - 2 rows at 0 -9-0 oc Webs connected as follows 2 x 4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) A plate rating reduction of 20% has been applied for the green lumber members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to beanng plate at joint(s) 6. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502 11 1 and R802 10.2 and referenced standard ANSI/TPI 1. 7) "Fix heels only" Member end fixity model was used in the analysis and design of this truss 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and /or bosom chord. 9) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3 -10d (0 131" X 3 ") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 800 lb down at 2 -0 -0 on bottom chord. The design /selection of , - _. . such connection device(s) is the responsibility of others C°ncn PROft . LOAD CASE(S) Standard `C3 Cx- 1.. - NE s> 1) Floor. Lumber Increase =1 -00, Plate Inct � E, ease=1-00 � ,`_ S 4 _ . L�� Uniform Loads (plf) Vert 1 -4 =- 100,5-8= -10 Q • 85 5P. ' Concentrated Loads (lb) Veit: 9=- 800(F) ' a . ' X OREGON ,. , -1 4/ `' 12, 2 °, , 4 'OS p• RENEWAL DATE: 12/31/2013 February 27,2013 , ■ A WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03 -11') before use. Design ' valid for use with MiTek connector plates only- This design is based only upon parameters shown, and is for an individual building component. Applicability ' ® p; of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only. not forbwlding stability bracing AdtlNOnal temporary restraint/ b4 / diagonal bracing to insure stability during construction is the responsibility of the installer Additional permanent building stability bracing of the overall structure - -- y� is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities. fabrication, quality control, storage, v delivery, erection, lateral restraint and diagonal bracing, consult ANSI ?PI 1, DSB -89 and BCSI (Building Component Safety Information) available from CONSULTING LLC SBCA at www.sboindustry corn I Job 'Truss iTruss Type I ply TPIy 1, Puhe Homes Summer Creek bldg 19 main I 16444010 '',81301885 IAG -3 FLOOR 1 I . . ..... :_- - ._ ... . . ...... 1 -2- - -- - - - - -- -.- --- -- - - - - - -- - — - .._. . ; Job Reference.(optional) - - -- - _..,... Pro-Build Clackamas Truss. Clackamas.OR 97015 -1129. Eric Roesler 7.250 s Aug 25 2011 MiTek Industries. Inc Wed Feb 27 10:32.15 2013 Page 1 ID VXDBJhmpJ3480UWaR Gzmrn �� Els8MgghigVYRXjvETVjbtfbQ4ZSjf6m3NbnKzgz5k 0-1- ... ... 2-10-0 2x4 112 -1T -8 0-1 -a „_2-8.8 0 - 1 - 1 2 4x4 — - -- I 3 4 • ..,-, Scale = 1:9 3 • i . i I . . _ ni 8 7 9 10 8 -1 -2 2x4 ' 4x4 8-1 -2 0 -1-8 ------- -- 1 -0-0 - ...... - -- -- 2- 4 0 I. -_ 2 -1 -0 _.. 2 -11 -8 0-1 -8' 0-10-8 1 -4 -0 - - -- " -' 0-6-0 0-1 -8 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) -0.00 6 -7 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.01 6 -7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IRC2006/TP12002 (Matrix) Weight: 29 lb FT = 10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD 2 -0-0 oc purlins: 1 -4. BOT CHORD 2 X 6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 x 4 DF Std G REACTIONS (lb /size) 6=740/0-5-8 (min. 0 -1 -8), 7= 585 /Mechanical FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) 2 -ply truss to be connected together with 10d (0.131"x3 ") nails as follows: Top chords connected as follows: 2 x 4 - 1 row at 0 -9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9 -0 oc. Webs connected as follows: 2 x 4 - 1 row at 0-9 -0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and /or bottom chord. 8) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb down at 1 -0-0, and 500 lb down at 2-4 -0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 90 PRQF 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 S' Uniform Loads (pit) ,� �� ��� / .1 Vert: 1-4 =- 100, 5-8 =10 Concentrated Loads (Ib) 8 . PE Y Vert: 9=-500(F) 10=-500(F) � s. EGON„ j 1+ G'Y12, "O SEP . Q&' RENEWAL DATE: 12/31/2013 February 27,2013 f i A WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev 03 -11') before use Design i rt ..! valid for use with MiTek connector plates only This design is based only upon parameters shown. and is for an individual building component. Applicability ® ' of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint • designations shown on individual web and chord members are for compression buckling only. not forbuilding stability bracing- Additional temporary restraint/ diagonal bracing to insure stability dunng construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure " - -- - • is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabncation, quality control, storage. �g N T . 1 NG L delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB -89 and BCSI (Building Component Safety Information) available from COSULTI LC _.. SBCA at www.sbcindustry com. - - .. _, - -__ „ -_ - _ _ _ -_- ,, _ - - - -- -_ -- _, : • Job , Truss Truss Type - - - H — Creek 9 - - ype I Oty Ply Pune Homes Summer ree bldg 19 main _ 2 (Job Reference (optional) 1644a01t ,B1301885 1AG FLOOR I1 .. - -- - -- - --- -- -- - - - -- . - . - - -- - - - - Pro Clackamas Truss. Clackamas.OR 97015 - 1129. Eric Roesler 7.250 s Aug 25 2011 MRek Industries, Inc. Wed Feb 27 10:32'14 2013 Page 1 - I D: RwKxkNo3rgKsFogzZ0u44hzmrmy - 8Je Uw0f2w0YewHyXMXyGBOLRf0c5j9fiYP d2 Ftzgz5l 8-1.2 3-7 -8 7 -11-4 12.3 -0 15-10-8 1 3-7-8 ___ -- 4 -3-12 4-3-12 3-7 -8 Scale = 1:26 9 . 2x4 1 4x4 — 4x8 — 1 2 4x8 — 3 404.:_, i_4_ - g -.._ ;l = : i , l — - — — J i L.- "i2 11 10 9 5x8 — g;: ':-. 2x4 5x8 —. 4x8 - HHUS26 -2 2x4 I. 8-1 -2 8-1 -2 ._. _ ...... ___. 37-8 -__ -_— ____ ____ _7 -11.4 -.._. . 12 -0-8. -_ -. _....- 1 .. _ 15 -10-8 ._. 37 -8 I 4 -312 4 0-2-8 3-7-8 ' Plate Offsets (X.Y): )2 0 2_12 0 1 121 (3_0 1 12 0_2 0], ]5 0_ 1_12 0- 2- 0J,_]6 0 2_12 0- 1- 12],_]9_0 _3_8_0_2 - _8][11:0- 3- 8,0 -2 -8] _ LOADING (psf) SPACING 2-0-0 j CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) -0.22 9 -10 >813 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.39 9 -10 >465 360 BCLL 0.0 Rep Stress Incr NO WB 0.51 I Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) i Weight: 154 lb FT = 10% LUMBER BRACING TOP CHORD 2 X 4 DF 2400F 1.7E TOP CHORD 2 -0-0 oc purlins (6-0 -0 max.): 1 -7. except end verticals. BOT CHORD 2 X 6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 x 4 DF Std G *Except* W2: 2 x 4 DF No.1 &Btr G REACTIONS (lb /size) 12= 1085/0 -5-8 (min. 0 -1 -8), 8= 1654/0 -5 -8 (min. 0-1 -8) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -12 =- 1022/0, 2 -3 =- 3612/0, 3 -4 =- 5577/0, 4 -5 =- 5577/0, 5 -6 =- 5425/0, 6 -8 =- 1480/0 BOT CHORD 10- 11= 0/3612, 9 -10= 0/5425 WEBS 3 -11 =- 777/0, 4- 10=- 417/0, 5-9 =- 400/0, 2- 11= 0/3711, 3-10= 0/1996, 6-9= 0/5574 NOTES 1) 2 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: Top chords connected as follows: 2 x 4 - 1 row at 0 -9 -0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7 -0 oc. Webs connected as follows: 2 x 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B). unless otherwise indicated. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and /or bottom chord. 7) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3-10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Use Simpson Strong -Tie HHUS26 -2 (14 -10d Girder, 4-10d Truss) or equivalent at 12 -0-8 from the left end to connect truss(es) A06 (2 ?0 PRQ - ply 2 X 6 DF) to front face of bottom chord. • 4 ∎ t , - C3 9) Fill all nail holes where hanger is in contact with lumber. �,\ �„N. -- � 9 • LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (Of) Vert: 8- 12 -10, 1 -2 =100, 2- 6 = -100. 6- 7 = -100 Concentrated Loads (Ib) 4 9C3�� Vert: 9=-1000(F) ,d- +, ill 94, u zY12, 2P N -(�'' ✓O SEPN 0` • RENEWAL DATE: 12/31/2013 February 27,2013 I WARNING - Ven1 dgn parameters tl ad notes Truss Drawing d Re Sht (1') . n valid for use with MiTek esi connector plates an onl This desi on this is based only Design upon Draw parameters antl include shown. DrJ antl is ror eferenc an intlmd rev. Dwltlmg 031 component, before use Applicability Desig ,- • of design parameters and proper incorporation of the component is responsibnny of building designer or owner of the trusses and installer. Lateral restraint ' designations shown on individual web and chord members are for compression buckling only. not forbuilding stability bracing. Additional temporary restraint/ ?� * diagonal bracing to insure stability dunng construction is the responsibility of the installer Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities. fabrication, quality control. storage. _ P delivery, erection lateral restraint and diagonal bracing, consult ANSI/TPI 1. DSB -89 and BCSI (Building Component Safety Information) available from 'CONSULTING LLC SBCA at www sbcindustry corn Job 'Truss "Truss Type 'Oty ' Ply Pulte Homes Summer Creek bldg 19 main ' 16444012 B1301885 Cl 'FLOOR 18 1 ' - 1 1 ''Job Reference (optional) • Pro - Build Clackamas Truss. Clackamas.OR 97015 - 1129. Eric Roesler 7.250 s Aug 25 2011 MiTek Industries. Inc. Wed Feb 27 10:32'16 2013 Page 1 ID: RBsMI B 511FLig IS? pLAb6vTy _kGpQnApO6B3XF 2 2 1 - 0 - 8 • Scale = 1.19.9 5x12 MT18H 3o6 2x4 I 5x8 3x6 13x6 — 2 3 4 5 6 o ---• - _. - - - C) N � 9 3x4 — 8 3x8 — 7 , 5x12 MT18H = 5x8 = 8.1.2 8-1 -2 7 -10.4_ 11 -9-0 11 -10-0 12 -10-4 7 -104 3 -10-12 0-1 -0 1 -0 -4 Plate �sets-(X.Y1: [2:0 1-8 Edige1�[7:0-3,8 EAgeeJ,-[8�0-2 = 0 dye-]. -[9 0-1 Edye_l j10Edge 0�8] _ — LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) -0.06 8 -9 >999 480 I . MT20 220/195 TCDL 10.0 l Lumber Increase 1.00 BC 0.32 Vert(TL) -0.16 8 -9 >884 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES I WB 0.48 Horz(TL) 0.03 7 n/a n/a , BCDL 5.0 Code IBC2006/TPI2002 (Matrix) _ _ _ Weight 59 lb FT = 0 %F, 0 %E LUMBER BRACING TOP CHORD 4 X 2 DF No.18,Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.18Btr G end verticals. WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (lb /size) 7= 641/0 -2 -0 (min. 0-1-8), 10= 641/0 -2 -0 (min. 0-1 -8) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 1293/0, 3 -4=- 1676/0, 4 -5 =- 1676/0 BOT CHORD 9- 10= 0/1293, 8- 9= 0/1788, 7 -8 =0/795 WEBS 4 -8 =- 262/0, 3- 9=- 534/0, 5-8= 0/951, 5 -7 =- 987/0. 2 -10= 1398/0 NOTES 1) All plates are MT20 plates unless otherwise indicated. 2) A plate rating reduction of 20% has been applied for the green lumber members. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7, 10. 4) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Ek0 _PR , e. )Nt�9 �/ 4 .4 P c v OREGON ,, JpE 0 RENEWAL DATE: 12 / 31 / 2 013 February 27,2013 • • a WARNING - Verity design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev 03.11') before use- Design valid for use with MiTek connector plates only This design is based only upon parameters shown, and is for an individual building component Applicability Et I of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only not forbuilding stability bracing. Addtonal temporary restraint/ diagonal bracing to insure stability dunng construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses For general guidance regarding design responsibilities. fabncation, quality control, storage, delivery, erection. lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB -89 and BCSI (Building Component Safety Information) available from CONSULTING LLC SBCA at www,sbandustry.com. Job Truss 'Truss Type Qty Ply Pulte Homes Summer Creek bldg 19 main 1 16444013 , 51301885 1 C2 FLOOR 2 1 I _ _ _ _ _ ,Job Reference (optional) Pro-Build Clackamas Truss. Clackamas.OR 97015 -1129. Eric Roesler 7 250 s Aug 25 2011 MiTek Industries. Inc, Wed Feb 27 10:32:17 2013 Page 1 • ID.Oa_7111 _N W1911ddAvkYLhzmrmf- ZuJdZ2hwDJxCnIh61 fVzpOyxsDklwU6PE NsisCzgz5i _._ 2-7-12 — . 2-6-0 -. i .__ -- _2 -4-12 Scale = 1:17.8 . 5x12 MT18H = 2x4 5x12 MT18H = 2x4 1 2x4 I 2 3 4 5 6 1 o - _ - —. - , o h _ 1 9 i ,• 408 8 7 . 5x12 MT18H ' 4x6 = 8 -1 -2 8-1 -2 2 -9-4 _ 5-4 -0 10-5-0 10-8 -0 ■ 2 -9-4 2 -6-12 5-1 -0 0-3-0 Plate Offsets (X Y)_j7:0- 1- 8,Edge],9Edge 0 -1 -8a i LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.04 8 >999 480 MT20 220/195 TCDL 10.0 I Lumber Increase 1.00 BC 0.32 Vert(TL) -0.13 8 -9 >938 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight: 55 Ib FT = 0 %F, 0 %E LUMBER BRACING TOP CHORD 4 X 2 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.1 &Btr G end verticals. WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 9= 566/0 -2 -0 (min. 0 -1 -8), 7= 583/0 -1 -8 (min. 0-1 -8) Max Gray 9= 962(LC 3), 7= 979(LC 2) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -2 =- 991/991, 2- 3=- 2479/0, 3 -4 =- 2473/0, 4 -5 =- 902/902 BOT CHORD 8- 9= 0/2115, 7 -8= 0/2038 WEBS 3 -8 =- 251/0, 2 -8 =- 696/1474, 4 -8 =- 613/1544. 2 -9 =- 2259/0, 4 -7 =- 2117/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9, 7. 5) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a total drag load of 380 plf. Lumber DOL= (1.33) Plate grip DOL= (1.33) Connect truss to resist drag Toads along bottom chord from 0-0-0 to 10 -5-12 for 380.0 plf. 7) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 4.( 4cQ PROP ss ��'G rCi/ 8 5PE OREGON ,� ¢ 9THL'O"12,? -' ✓OSEPN 0 RENEWAL DATE: 12/31/2013 February 27,2013 ■ • A WARNING - Verily design parameters an9 read notes on this Truss Design Drawing and inclutletl DrJ Reference Sheet (rev, 03-11) before use. Design , valid for use wah MiTek connector plates only This design is based only upon parameters shown_ antl is for an intlivitlual 50114109 component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only. not forbuilding stabilay bracing. Additional temporary restraint/ diagonal bracing to insure stabilay during construction is the responsibility of the Installer Additional permanent building stability bracing of Inc overall structure ' is the responsibility of the budding designer or owner of the trusses For general guidance regarding design responsibilities. fabrication, quality control storage. delivery. erection, lateral restraint and diagonal bracing. consult ANSI/TPI 1, DSB -89 and BCSI (Building Component Safety Information) available from CONSULTING LLC SBCA at www.sbcindustry corn. Job Truss 'Truss Type - Qty Ply ' Putte Homes Summer Creek bldg 19 mein 16444014 . B1301885 C :FLOOR 29 1 'Job Reference (optional) , • Pro-Build Clackamas Truss. Clackamas.OR 97015 -1129. Eric Roesler 7,250 s Aug 25 2011 MiTek Industries, Inc. Wed Feb 27 10'32:16 2013 Page 1 ID' EgN5AgOtTrNyV MXwygLt2xzmrg2- 51IFLigI S? pLAb6vTy _kGpQn3pMpB7YF ?j69Kmzgz5j -- ___ — _ - -_ 2-6-0 .._23-8. __ • Scale = 1:26 4 3x6 = 4x6 = 3x8 = 2x4 3x6 = 1 2 3 4 5 3x8 — 6 4x6 -- 7 N I _ _ - _ - N r ' 12 11 axe 10 9 8 '-� 4x10 = 3x6 = 3x8 = 4x10 = 8-1 -2 8-1.2 7 -10-4 15-8-8 , 7 -10-4 7 -10-4 Plete- 41(_6.616 0S,Y_j210 - -8 Edge]—(3_0 -28 Etlg61.- [510 = 8 Edgej, -[6 0 -178 Edg6.1._)8_Edge,0 -1- 8],90 -1 -8 Edg [i1 OA-_8_ E dy [12 Edlc a 0 -1 -8] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Vert(LL) -0.16 10 >999 480 I MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) -0.30 10-11 >617 360 BCLL 0.0 Rep Stress Incr YES , WB 0.23 1 Horz(TL) 0.06 8 n/a n/a BCDL 5.0 Code IBC2006fTP12002 (Matrix) Weight: 83 Ib FT = 0%F, 0 %E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.1&Btr G end verticals. WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 12= 843/0 -2 -0 (min. 0-1-8). 8=843/0-2-0 (min. 0-1-8) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 2- 3=- 1790/0, 3 -4 =- 3162/0, 4 -5 =- 3162/0, 5- 6=- 1790/0 BOT CHORD 11- 12= 0/1790, 10- 11= 0/2778, 9- 10= 0/2778, 8- 9= 0/1790 WEBS 4 -10 =- 260/0, 3-11 =- 1066/0, 3 -10= 0/415, 5 -10= 0/415, 5 -9 =- 1066/0. 2 -11= 0/444, 6 -9= 0/444, 2- 12=- 1934/0, 6-8 =- 1934/0 NOTES 1) A plate rating reduction of 20% has been applied for the green lumber members. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12, 8. 3) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard -t PRQp -. . 4 4./ 'V., �S , CZ 8 a . r 4 it OREGON ,. i ,. I:1, 12, 'P' 4- J0SEPH 0 - RENEWAL DATE: 12/31/2013 February 27,2013 I 0 WARNING - Verity design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev 03 -11') before use. Design I valid for use with MiTek connector plates only. This design is based only upon parameters shown. and is for an individual building component Applicability E o lt , f design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on indmdual web and chord members are for compression buckling only. not forbuilding stability bracing. Additional temporary restraint/ I diagonal bracing to insure stability dunng construction Is the responsibility of the installer. Additional permanent building stability bracing of the overall structure Is the responsibility of the building designer or owner of the trusses For general guidance regarding design responsibilities, tabncatlon, quality control, storage. . delivery, erection, lateral restraint and diagonal bracing, consult ANSI ?PI 1, DSB -89 and BCSI (Building Component Safety Information) available from CONSULTING LLC SBCA at www.sbcindustry com. Job Truss ;Truss Type 'Qty 'Ply Pulte Homes Summer Creek bldg 19 main 1 1 16444015 B1301885 C -DRAG 'FLOOR 3 1 • _ I Job Reference (optional) 1 Pro Clackamas Truss. Clackamas,OR 97015 Eric Roesler 7.250 s Aug 25 2011 MiTek Industries Inc. Wed Feb 27 10.32'18 2013 Page 1 • ID kXnOma4782LS8UVazSKj2l zmrma 14t CLEV2gd2Ffu9YT1cF0fzgz5h 2 - 2 - 0 2 - 3 - 8 Scale = 1:26 4 • 3x6 = 4x8 = 4x10 = 2x4 I, 4x10 = 3x6 = 1 2 3 4 5 6 4x8 -- 7 - �-�- i - - - - r . - _" - 17 - // '' / / : / % //IV /17 10 9 8 4x10 = 4x6 = 4x12 = 4x6 = 4x10 8 -1 -2 8-1 -2 2 -9-8 7-10-4 12 -11 -0 15-8 -8 2 -9-8 5 -0-12 - 5-0 -12 2 -9-8 Plate Offsets (X,Y)j2:0 -11 i E- ge j6:0 -1 -8 EdgeU.j8Edge 0- 1- 8)_[9:0 -1 -8 Edge] 0__1,8,Edge], [12 Edge 0 -1 -8] LOADING (psf) SPACING 2-0-0 CSI 1 DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.08 9 -10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 1 BC 0 47 Vert(TL) -0.16 9 -10 >951 360 ■ BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight: _ 98 Ib FT = 0 %F, 0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.1 &Btr G end verticals. WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib /size) 12=- 412/4 -2 -0 (min. 0 -1 -8), 8= 594/0 -2 -0 (min. 0 -1 -8), 11= 1505/4 -2 -0 (min. 0-1 -8) Max Horz 12=-126(LC 6) Max Uplift 12=- 1568(LC 7), 8=- 103(LC 8), 11=- 276(LC 8) Max Gray 12= 1043(LC 8), 8= 859(LC 7), 11= 2300(LC 2) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -2 =- 966/966, 2 -3 =- 1292/2878, 3-4 =- 3277/1468, 4 -5 =- 2303/592, 5 -6 =- 2477/870, 6 -7 =- 966/966 BOT CHORD 11 -12 =- 3371/1768. 11 -13= 2520/1615, 10 -13 =- 2520/2941, 9-10 =- 877/2852, 8 -9 =- 320/1829 WEBS 4 -10 =- 275/0, 3 -10 =- 347/1754, 5 -10 =- 963/678, 2 -11 =- 1876/745, 3 -11 =- 2485/319, 2 -12 =- 2440/4154, 6-9=-184/458, 5-9 =- 1104/602, 6 -8 =- 1977/345 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) A plate rating reduction of 20% has been applied for the green lumber members. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1568 Ib uplift at joint 12, 103 Ib uplift at joint 8 and 276 Ib uplift at joint 11. 5) This truss is designed in accordance with the 2006 International Building Code section 2306 1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a total drag load of 380 plf. Lumber DOL= (1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 4 -2 -0 for 1432.5 p6. • t ? 0 PRQrtS 7) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. '4 i f 8) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement \C q .4 / 0 - • at the bearings. Building designer must provide for uplift reactions indicated. t4 q 9) Recommend 2x6 strongbacks. on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to t : 4 25PE be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard OREGON ,, Q SEP RENEWAL DATE: 12/31/2013 February 27,2013 ■ ■ AL N - ty d pa reon gn Drawing and included DrJ Reference Sheet (rev. 03 -11') before use Design vali for use ING wit MiTek esign connector rameters plates and only. ad T tes desoign this is based Truss Desi only upon parameters shown. and is for an individual building component, Applicabilay E of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer Lateral restraint designations shown on individual web and chord members are for compression buckling only. not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is Inc responsibility of Inc installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses For general guidance regarding design responsibilities. labncation. quality control, storage, � ' delivery, erection, lateral restraint and diagonal bracing, consult ANSUTPI 1, DSB -89 and BCSI (Building Component Safety Information) available from CONSULTING LLC w m SBCA at ww.sbandustry.co Job ; Truss Truss Type • , thy rPly 1 Pulte Homes Summer Creek bldg 19 main ; 81301885 1CG FLAT 16 16444016 1 2 !Job Reference (optional) _. • Pro Clackamas Truss Clackamas,OR 97015 - 1129. Eric Roesler 7 250 s Aug 25 2011 MiTek Industries. Inc Wed Feb 27 10 32:18 2013 Page 1 ID: 5Vavp18F0a_ kEFOYI ?wulozmrmV 14t CLEV2jd ?CfzRYT CFOfzgz5h 8-1 -2 5-3-7 10-5-1 - .. - _. __ .. 15 -8-8 _- 8-1-2 5-3-7 5 -1 -11 5-3-7 • Scale = 1.26.7 224 .I 2x4 . 4x8 = 4x8 = ` , l 12- '1 -'1= 10 9 4x8 = 13 14 8' =7= 2x4 'I 4x8 = 2x4 . 8-1 -2 8-1 -2 - _- -___ - -_- -- -. —_. 5-3-7 ._... __ -- _ .___... _...._... .- ..... ._ - -.__ -- _ _. _ -__. _10.57 - -. ____- - - __- - • __- 12 -0-0 - _- _..:_ - ___ 14-0-0 _ - - 1 5-8 -8 - 5 -3-7 5 -1 -11 1-6-15 -- 2-0-0 _- 1 -8 -8 - -- , Pla(e_Offsets_x Y_)_12:0-.3A,0-1-6],15:0-34 0-1-81,19:0-3-8,0-1-81_110:0-3-8.0-1-8,1 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.31 9 >589 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.54 9 >337 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 _Code IRC2006/TP12002 (Matrix) Weight: 139 Ib FT = 10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1 &Btr G TOP CHORD 2 -0-0 oc purlins (5-0 -6 max.): 1 -6, except end verticals. BOT CHORD 2 X 6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 x 4 DF Std G 'Except' W2: 2 x 4 DF No.1 &Btr G REACTIONS (Ib /size) 11= 1118/0 -5-8 (min. 0 -1 -8), 8= 2210/0 -5-8 (min. 0-1 -8) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -11 =- 1098/0, 2 -3 =- 5666/0, 3 -4 =- 5666/0, 4 -5 =- 5666/0, 5 -8 =- 1190/0 BOT CHORD 9 -10= 0/5666 WEBS 3- 10=- 654/0, 4 -9 =- 397/0, 2- 10= 0/5734, 5 -9= 0/5734 NOTES 1) 2 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: Top chords connected as follows: 2 x 4 - 1 row at 0 -9 -0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 x 4 - 1 row at 0 -9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live Toads have been considered for this design. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and /or bottom chord. 8) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strong backs to ���Q PR Ore be attached to walls at their outer ends or restrained by other means. 6 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 800 Ib down at 12 -0-0, and 800 Ib \� ���)/� ' down at 14 -0-0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. y g ' r f LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) x Vert 7- 12 = -10, 1- 2 = -100, 2- 5 = -100, 5 -6= -100 i_ v OREG09d ,\ Q 4 -V IP '4h'12,2 -- Continued on page 2 "Q °" RENEWAL DATE 12/31/2013 February 27,2013 I WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11) before use. Design y.. valid for use with MiTek connector plates only. This design is based only upon parameters shown. and is for an individual building component- Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint ® I " r designations shown on Individual web and chord members are for compression buckling only not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer Additional permanent building slabildy bracing of the overall structure i is the responsibility of the building designer or owner of the trusses, For general guidance regarding design responsibildies. labncahon, quality control, storage, CONSULTING Tf�l/� ' delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1. DSB.89 and BCSI (Building Component Safety Information) available from CONSULTINIG ac w SBCA at ww.sbcindustry cam. Job I Truss Truss Type I Qty r Ply r Puhe Homes Summer Creek bldg 19 main . • 16444016 B1301885 1 CG FLAT 16 1 - _ 2 - , 1Job Reference (optional) Pro -Build Clackamas Truss. Clackamas,OR 97015 -1129. Eric Roesler 7.250 s Aug 25 2011 MiTek Industnes, Inc. Wed Feb 27 10:32 -18 2013 Page 2 ! ID 5Vavp18F0a_kEFOYI? wulozmrmV- 14t ?mOiZ_d33PvGIbM1 CLEV2)d ?CfzRYTI cFOfzgz5h LOAD CASE(S) Standard - Concentrated Loads (lb) • Vert: 13=-800(F) 14=-800(F) ■ A WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev 03-11) before use. Design valid for use with MiTek connector plates only This design is based only upon parameters shown. and is for an individual building component. Applicability . of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and Installer. Lateral restraint 1 € designahons shown on Individual web and chord members are for compression buckling only. not forbuilding stability bracing. Additional temporary restraint/ ®. z diagonal bracing to insure stabddy dunng construction is the responsibility of the Installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities. fabrication. quality control, storage. delivery, erection, lateral restraint and diagonal bracing, consult ANSI/7P11, DSB -89 and BCSI (Budding Component Safety Information) available from 1 CONSULTING LLC SBCA at www- sbandustry.com, V Iwv I� Job Truss Truss Type Qty Ply Pule Homes Summer Creek bldg 19 main 1 16444017 B1301885 C -STUB FLOOR 8 1 Job Reference (optional) • Pro -Build Clackamas Truss. Clackamas.OR 97015 -1129. Eric Roesler i 7 250 s Aug 25 2011 MTek Industries, Inc Wed Feb 27 10:32:19 2013 Page 1 ID: EgN5AgOtTrNyVMXwygLf2xzmrq2- VHRN_kj B IwBw13rU84YRuR2101 OZOleihhLpw5zgz5g 238 2 -6-0 2 -3 -8 • Scale = 1:26.9 5x12 MT18H = 2x4 1 3x8 = 2x4 1 4x8 = 2x4 1 5x12 MT18H = 1 2 3 4 5 6 7 8 ry _ 1 N ` s -- A. l 1 48 12 11 10 9 3x6 7x14 MT18H - 3x6 7x14 MT18H 2x4 8 -1 -2 8-1 -2 7 -10-4 15-5-8 15-8-8 7 -10-4 _ 7 -7-4 0 -3-0_ Plate Offsets (X.Y)_j1:Edge 0-1-8_113'0-2-8 Ed�c j5_0- 3- 12,Ed�c ej, j7 0_2 Edgel. 11 0 0 -6-0 EiLl eJ.[12.0- 6- 12,Edgej LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 j Vert(LL) -0.16 11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.31 11 -12 >597 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight: 73 Ib FT = 0 %F, 0 %E LUMBER BRACING TOP CHORD 4 X 2 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.1 &Btr G end verticals. WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (lb /size) 13= 836/0 -2 -0 (min. 0 -1 -8), 9= 853 /Mechanical FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown, TOP CHORD 1- 13=- 827/0, 1- 2= 1768/0, 2 -3 =- 1768/0, 3-4 =- 3111/0, 4-5=-3111/0, 5-6 =- 1696/0, 6 -7 =- 1696/0 BOT CHORD 11- 12= 0/2744, 10-11= 0/2711 WEBS 4 -11 =- 258/0, 3-12 =- 1054/0, 3- 11= 0/395, 5-11= 0/431, 5-10 =- 1097/0, 2 -12 =- 286/0, 6 -10 =- 277/0, 7 -9 =- 845/0, 1- 12= 0/1910, 7 -10= 0/1846 NOTES 1) All plates are MT20 plates unless otherwise indicated. 2) A plate rating reduction of 20% has been applied for the green lumber members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 5) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3-10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard < ; O PROpt 8 , • • ' . OREGOi ,� 45— Y4 GtY12,2 - '1O p RENEWAL DATE: 12 / 31 / 2013 February 27,2013 r ■ ily o o Drawing clud Ren e (3 s. valid WAR NING for use - wM Ver MiTek design conne parameters ctor plates antl only. read Th tes desi gn this is based Truss only Design upon parameters antl in shown. ed DrJ and is ef for re an c indivShidual et rev build0ing - 1 co1') mbefore ponent. u e AppDesign hcabdity • i of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only. not forbuilding stability bracing. Additional temporary restraint/ / ..... diagonal bracing to insure stability during construction 1s the responsibility of the installer Additional permanent building stability bracing of the overall structure is the responsibility of the budding designer or owner of the trusses. For general guidance regarding design responsibilities. fabncation, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/7P11, DSB -89 and BCSI (Building Component Safety Information) available from - CONSULTING ac i SBCA at www.sbcindustry.com . Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION --It ®_ 1 3 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. 6 -4 -8 dimensions shown in ft- in- sixteenths Damage or Personal Injury INIIIII Dimensions are in ft -in- sixteenths. 1 I (Drawings not to scale) lin and Applfully py lates to embed both teeth. sides of truss 1. Additional stability bracing forlruss system, e.g. diagonal or X- bracing, is always required. See BCSIt 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral 1/1 braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be 0" 6 „ 1 2 3 considered. TOP CHORDS 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4 . Provide copies of this truss design to the building designer, erection supervisor, property F� 4 Cut and other interested parties. � 5. Cut memmbers rs to bear ligightly tly against each other. . p 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint O E locations are regulatd by ANSI /TPI 1. For 4 x 2 orientation, locate � ANSI /TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with plates 0 nh' from Outside o- U 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication edge of truss. O 9 Unless expressly noted, this design is not applicable for use with fire retardant, preservative c7-8 C6-7 C5-6 treated, or green lumber. BOTTOM CHORDS 10. Camber is a non - structural consideration and is the responsibility of truss fabricator. General This symbol indicates the 1 practice is to camber for dead load deflection. required direction of slots in 8 7 6 5 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. connector plates. 12 Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. ” Plate location details available In MiTek 20/20 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless software or upon request. otherwise noted. JOINTS ARE GENERALLY NUMBERED /LETTERED CLOCKWISE 15. Connections not shown are the responsibility of others AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 16. Do not cut or alter truss member or plate without prior approval of an engineer. THE LEFT. 17. Install and load vertically unless indicated otherwise. PLATE SIZE 18. Use of green or treated lumber may pose unacceptable environmental, health or performance The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT Review all allll p poortions of f thiss design (front, engineer back, words and pictures) before use. Reviewing 4 x 4 width measured er endicular NUMBERS /LETTERS. p p pictures alone is not sufficient. to slots. Second dimension is 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. the length parallel to slots. 21. Unless information is otherwise provided to DrJ in wrting, the use of these designs presumes approval, through the building designer or owner of the trusses, of the loads and related PRODUCT CODE APPROVALS design assumptions (e.g. spans, profiles, deflection, etc.) found on each of the individual LATERAL BRACING LOCATION design drawings. ICC -ES Reports: 22. These trusses are designed using MiTek Sapphire standard analysis methods in accordance with ANSI /TPI 1 and related proprietary information. /� Indicated by symbol shown and /or ESR 1311, ESR 1352, ER -5243, 9604B, 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in �/ by text in the bracing section of the accordance with BCSI -B2 or using proprietary methods (e.g. Stabilizer, etc.). 9730, 95 43, 96 31, 9667A 24. Sheathing applied in the plane of the truss is not considered in the design of the individual truss output. Use T, I or proprietay bracing NER -487, NER -561 components unless specifically noted. (e.g. eliminator) if indicated. 95110, 84 -32, 96 -67, ER -3907, 9432A 25. Graphical purlin representation, it shown, does not depict the size or orientation of the purlin along the top and /or bottom chord. Purlins must be designed by others for size, and positioned in such a way as to support the imposed load along the clearspan of the purlin • . BEARING 26. Due to the lateral thrust developed by scissor type trusses, if scissor type trusses are part of this design, careful consideration should be given to bearing wall conditions. Bearing walls of scissor type trusses should be designed in such a manner that the walls will safely withstand Indicates location where bearings the lateral forces of the trusses. Consideration of these items is not a part of this truss design (supports) occur. Icons vary but and is not the responsibility of the truss plate supplier, the truss designer, nor the truss Cg fabricator Competent roc % =/# reaction section indicates joint © 2011 DrJ Consulting, LLC All Rights Reserved . _ -.... C .. p professional advice should be secured relative to these items. number where bearings occur. I 27. The accuracy of the truss design drawing relies upon accurate metal plate connector design values as published by MiTek and accurate design values for solid sawn lumber r Design values (E, Emin, Fb, Fc, Fcp, Ft, and Fv) for solid sawn lumber and approved, ►ter - • ; grade stamped, finger jointed lumber shall be as defined by the grade stamp prior to . / .:.v.:r%i • N1 cross cutting and in accordance with the published values of lumber rules writing Industry Standards:` „ ` 1 agencies approved by the Board of Review of the American Lumber Standards ANSI /TPII : National Design Specification for Metal Committee in accordance with the latest edition of ANSI /iPl 1 Section 6.3. • Plate Connected Wood Truss Construction. DSB -89: Design Standard for Bracing. DrJ Consulting, LLC BCSI l : Building Component Safety Information, 6300 Enterprise Lane Guide to Good Practice for Handling, CONSULTING LLC Madison, WI 53719 Installing & Bracing of Metal Plots Connected Wood Trusses. ,