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Report (4) fit 51 - cro6fi Itob2 e Dua 544k M5rao -o�65 // 5w 5et 6E RECEIVED • z M5 r aol, - 0006f6 / rtko s Saar MAR 19 2013 r15r 9.015 - ocv6 1(046 5 ' 5A4c CITY OF TIGARD i CONSULTING ac BUILDING DNISION 1 DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 Re: B1301887 MiTek 20/20 7.2 Pulte Homes- Summer Creek bldg 19 upper The truss drawing(s) referenced below have been prepared by DrJ Consulting, LLC under niy direct supervision based on the parameters provided by ProBuild (Clackamas). Pages or sheets covered by this seal: 16444125 thru16444138 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. �( OPRQp , c.ti �CkyGI / %,. � 85525PE yr -, OREGON ,� it 174, (i 1' f 2 , 2ph „-i '/OSEPH 0 FENss ( 2013 . 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 I. 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 1 Chapter 2 unless otherwise defined by a contract agreed upon by the parties involved. i. Job Truss ' Truss Typ Qty Ply Puke Homes - Summer Creek bldg 19 upper 16444125 • 87301887 Al FLOOR 2 i 1 Job Reference (optional) r Pro -Build Clackamas Truss. Clackamas.OR 97015 -1129. Eric Roesler • 7.250 s Aug 25 2011 MiTek Industries Inc. Wed Feb 27 10 2013 Page 1 • - ID, eOJsMJj3DtJPcfEfTSljb? zIEOu-06yQRbgasoWJKX197fYUmkg101ggGU _Ixls2Gezgyuc 0.8.12 2 -6-0 1 -10-8 1 -40 1 -6-0 1_6-0 2 -4-7 2 -7 -9 1 -11-12 0-6-0 Scale = 1:59.0 4x8 - 4x8 - 4x10 - 306 FP " 5x6 - 3x4 2x4 4x6 - 2x4 3x4 2x4 3x6 FP 3x4 4x10 2x4 • 4x8 - 2x4 5x12 MT18H - 3x4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 rvl - - ° -' - �- — _ -:= 1 -11 -12 -- - , t --1,-:- J I ry 32 31 30 29 28 27 26 25 24 23 22 21 20 4x6 4x10 2x4 3x4 - 4x8 4x6 4x12 - 3x6 FP 4x12 - 2x4 3x6 - 9x16 MT18H 8-1.2 tt -- - -- - 8-1-2 "C- 17 -9.11 _ - - _ _ 25-9 -12 _ ., _ 27 -9 -8 i - - _ _ _ 32 -11-0 33 -7$__ 35 -8 _ - 3 -7-4 2 -0-0 1 -4-0 3 -1 -8 7-8-15 8-0-1 1 -11 -12 5-1-8 0 -8-8 2 -0-0 Plate Offsets (X,Y): [1:Edge,0 -1 -8], [2:0-3- 8,Edge], [4:0- 1- 8,Edge], [5:0 -1- 8,0-0 -0], [8:0- 1- 8,Edge], [15:0- 1- 8,Edge], [16:0- 1- 8,0 -0-0], [20:0- 5- 8,Edge], [22:0- 1- 8,Edge], [23:0 -1 -8 ,Edge], [24:0- 5- 12,Edge], [26:0- 4- 4,Edge], [27.0- 1- 8,Edge], [28.0- 1- 12,Edge], [29:0- 1- 8,Edge], [30:0- 1- 8,Edge] LOADING (psf) SPACING 2 -0 -0 CSI i DEFL in (loc) I /defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 I Vert(LL) -0.25 28 -29 >836 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.40 28 -29 >526 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.05 20 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight: 176 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 All bearings 0-4 -0 except (jt= length) 26= 0 -5-2. (Ib) - Max Gray All reactions 250 Ib or less at joint(s) except 32= 841(LC 2), 26= 2260(LC 1), 20= 741(LC 3), 20= 652(LC 1) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 2101/0, 3 -4 =- 2121/0, 4 -5 =- 2948/0, 5 -6 =- 2948/0, 6 -7 =- 2832/6. 7 -8 =- 2832/6, 8 -9 =- 1839/464, 9- 10=- 1839/464, 10- 11= 0/3241, 11 12= 0/3246, 12 -13 =- 1639/708. 13 -14 =- 1661/707, 14 -15 =- 1661/707, 15-16=-2372/81, 16- 17=- 2372/81. 17- 18= -531/0 BOT CHORD 31 -32= 0/756, 30 -31= 0/2948, 29- 30= 0/2948, 28- 29= 0/3049, 27- 28=- 464/1839, 26 -27 =- 1157/134, 25 -26 =- 1345/292, 24- 25=- 1345/292, 23 -24 =- 81/2372, 22- 23=- 81/2372, 21 -22= 0/1788, 20-21 =0/531 WEBS 8 -27 =- 731/0, 12 -26 =- 2566/0, 12- 24= 0/1675, 13 -24 =- 260/25, 15-24=-1291/0, 11 -26 =- 283/0, 3- 31=- 267/12, 4 -31 =- 922/10, 2 -31= 0/1471, 2 - 32 = - 1118/0, 17 -22 =- 229/630, 17 -21 =- 1357/0, 18- 21= 0/581, 18- 20=- 964/0, 8- 28= 0/1234, 10 -26 =- 2619/0, 10- 27= 0/2027, 6-29 =- 156/479, 6- 28= -443/0 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) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �9 O PRO- 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 � vIGINEE W, ' I , be attached to walls at their outer ends or restrained by other means, Ct 7) CAUTION. Do not erect truss backwards. 8 ,25PE • LOAD CASE(S) Standard v iL, , OREGONN�,, � � 1 4 , 1'12,` } "OSEPN '0%/ RENEWAL DATE 12 / 31 / 2 013 February 27,2013 A WARNING - Verify design parameters and rea0 notes on this Truss Design Drawing and ineluded DrJ Reference Sheet (rev 1') before use Desig valid for use w8h MiTek connector plates only. This design Is based only upon parameters shown, and 101018)1 individual building 03 -1 component. Apphca ri of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint Ni t designations shown on indivdual web and chord members are for compression buckling only. not forbuilding stabil8y 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, qualoy control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB -89 and BCSI (Building Component Safety Information) available from CONSULTING ac SBCA at www sbcndustry.com. I Job !Truss Truss Type Qty i Ply Puhe Homes - Summer Creek bldg 19 upper j 16444126 1,81301887 A01 -A FLOOR 2 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 10:46:10 2013 Page 1 ID: aORdn g88XOtmR2Ft0DmsCK5yJ3gzCp0xyb90 (n 6HbQzgyuh 18.5 -0 3-2.4 . 6-4-8 7-8-8 . _ _. 11 -8-8 _ 15 -8-8 18-5-0 3.2 -4 3.2-4 1 1 -4 -0 4 -0-0 4 -0-0 Scale = 1:27.2 • --- 1 -4-0 . 2x4 4x10 = 3x6 = 2x4 I I 5x10 — 2x4 Y o - -- --- - - - - - -- ^- - � — —. — -- - - - -- - -- 1L. I. I . -__ -- -- __- - _ - - - - -< . - �_ _ - -- - - - �f_ _ - _ -- - 1' • 13-° 14 15 12 16 11 10 9 5x6 = - 8 '> 4x8 - 2x4 11 8x8 = 2x4 'I 2x4 !! 4x6 — 1 18-5 -0 18 -5-0 .__- 1 i 2-8-0 ; 3-2-4 3_10 -0 - 6 -48 7-8-8 .. 11-8-8 -_ .- 15-8 -8 - 1 -4 -0 1 -4-0 '0 -6-4 1 0 -7 -12 ' - 26-8 . ....1-4.0 f 4-0-0 - 4-0-0 Plate Offsets (X,1); —[2 0 4 -8_0 -1 121 j3_0-2-12,U,6],.[5 0 -5 -0 0 1 12j,_j9 0- 3_00 -1 -12] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC '0.66 Vert(LL) -0.31 10 >600 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.54 9 -10 >343 240 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.07 7 n/a n/a BCDL 5.0 Code IRC2006/TP12002 (Matrix) Weight: 138 Ib FT = 10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1 &Btr G TOP CHORD 2 -0-0 oc purlins (3 -10 -11 max.): 1 -6, except end verticals. BOT CHORD 2 X 6 DF 2250F 1.7E 'Except' BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. B2: 2 X 4 DF 2400F 1.7E WEBS 2 x 4 DF Std G REACTIONS (Ib /size) 13= 2869/0 -4 -0 (min. 0 -1 -8), 7= 1327/0 -4-0 (min. 0 -1 -8) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 9146/0, 3-4=-7962/0, 4 -5 =- 7962/0 BOT CHORD 13- 14= 0/8017, 14- 15= 0/8017, 12- 15= 0/8017, 12 -16= 0/8017, 11 -16= 0/8017, 10- 11= 0/8013, 9- 10= 0/7962, 8- 9= 0/4807, 7- 8= 0/4807 WEBS 4 -9 =- 459/0, 3-10=-1332/0, 2 -12= 0/1365, 2 -13> 8284/0, 5 -9= 0/3405, 5 -7 =- 4929/0, 3- 11= 0/2041, 2- 11= 0/1220 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 0-5-0 oc, 2 X 4 - 1 row 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 Toads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads 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. .4t) PROFD 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. - ' ( t � SS C. 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 ,\ *",�4 C i9r be attached to walls at their outer ends or restrained by other means. tls -j7 9) Use Simpson Strong -Tie HUS26 (14 -10d Girder, 4 -10d Truss, Single Ply Girder) or equivalent at 3 -10-0 from the left end to connect 8 PE ' r truss(es) BEAM (1 ply 2 x 4 DF) to front face of bottom chord. / 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 Ib down at 1 -4 -0, and 500 Ib +1` , down at 2 -8 -0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. OREGON \ .4,7 LOAD CASE(S) Standard 174/ 64 }.12 2 -1 $" Continued on page 2 af t PH n— RENEWAL DATE: 12/31/2013 February 27,2013 f WARNING - Verrfy 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 designations shown on individual web and chord members are for compression buckling only. not torbwlding stability bracing. Additional temporary restraint/ f diagonal bracing to insure stability during construction is the responsibriny of the installer Additional permanent building stability bracing of the overall structure is the responsibdny of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, �1 T 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 wwwsbcintlustry.com. _.__ __. Job i Truss Truss Type 1 Qty Ply r Pufle Homes - Summer Creek 01119 19 upper 16444126 87301887 A01 -A FLOOR 2 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 46:11 2013 Page 2 ID, aORdn ?kJIUZ7sy01 at3BgQzlEOs- 8LivbDn3pZ? trwROupTYcuVNZPHBKcG907ur7tzgyug LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 7- 13 = -10, 1-6=-100 Concentrated Loads (lb) Vert: 14=-500(F) 15=-500(F) 16=-1500(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 "x' a -` valid for use with MiTek connector plates only This design is based only upon parameters shown, and is for an individual building component, Applicability ® f 01 design parameters and proper incorporation of the component Is responsibility of building designer or owner of the trusses and installer. Lateral restraint I designations shown on individual web and chord members are for compression buckling only. not forbudding stabilrty bracing. Additional temporary restraint/ • diagonal bracing to insure stability during construction is the responsibildy of the installer. Additional permanent building stability bracing of the overall structure r 1 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 CONSI/LTING LLC SBCA at www.sbandustry.com. Job Truss Truss Type Oty Ply Pulte Homes - Summer Creek bldg 19 upper 16444127 61301887 A2 FLOOR 2 1 Job 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 4616 2013 Page 1 I D :XnZN BgmaH6pr5GXQ IH6fIrzIEOq -V I WoewrCd5eAxhKMgM3jJxC EnQzO'SvNu9Pbcp4zgyub 0 -10 -4 2 -6-0 1-10.8 1 -4 -0 1.4-8 1.4 -8 2 -5-4 Scale = 1.30.7 • 2x4 I 4x8 2x4 4x8 2x4 4x6 3x6 2x4 5x12 MT18H 4x8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 1 2 4x8 - II , 4x4 — 4x12 = 2x4 4x6 — 3x4 — 2x4 • 5x12 MT18H — 2x4 8.1.2 8-1 -2 3-7 -4 5-7-4 6 -11-4 8-6-0 10 -0 -12 11 -3 -12 12 -8-4 15-2 -4 i 17 -9-11 17 -10-8 ■ 3-7 -4 2 -0-0 1-4-0 1 -6-12 1-6 -12 1-3-0 1 -4 -8 2-6-0 2 -7 -7 0 -0.13 Plate Offsets (X,Y): [2:0- 3- 8,Edge], [4:0- 1- 8,Edge], [5:0- 1- 8,0 -0 -0], [6:0- 1- 8,Edge], [7:0- 1- 8,Edge], [9:0- 1- 8,Edge]. [10:0- 1- 8,Edge], [11:0- 1- 8,Edge], [12:0- 1- 8,Edge), [13:0- 5- 0,Edge] , [15:0- 1- 8,Edge]. [16:0- 1- 8,Edge], [17:0- 1- 13,Edge], [18:0- 5- 4,Edge]. [19:Edge,0 -1 -8] LOADING (psf) 1 SPACING 2 -0 -0 I CSI DEFL in (loc) I /defl Lid 1 PLATES GRIP TCLL 40.0 Plates Increase 1.00 I TC 0.69 Vert(LL) -0.33 15-16 >641 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 I BC 0.78 Vert(TL) -0.58 15-16 >366 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight: 93 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 5-10 -1 oc purlins, except BOT CHORD 4 X 2 DF 2400F 1.7E end verticals. WEBS 4 X 2 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 19= 976/0 -4 -0 (min. 0 -1 -8), 11= 976/0 -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 =- 2551/0, 3-4=-2568/0, 4-5 =- 3741/0, 5 -6 =- 3741/0. 6-7=-4196/0, 7 -8 =- 3484/0, 8- 9=- 3484/0, 9 -10 =- 2119/0 BOT CHORD 18- 19= 0/928, 17- 18= 0/3741, 16- 17= 0/3741, 15- 16= 0/4196, 14- 15= 0/4111, 13- 14= 0/4111, 12- 13= 0/2119 WEBS 10 -11 =- 964/0, 9- 13= 0/1468, 9-12 =- 832/0, 10-12= 0/2288, 4-18 =- 1380/0, 2 -18= 0/1775, 2 -19 =- 1331/0, 4 -17= 0/253, 8 -13 =- 265/0, 7-13=-675/0, 6 -16 =- 755/112 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) 11. 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 '`4,4`� P �' , Gs. LN F9 s / 2 PE • *A v OREGON ,, i9 1 4, 6/ 1 ;4 `10,SEPN 0 � RENEWAL DATE 12 / 31 / 2013 February 27,2013 ■ 1 N WARNING valid for use -Verity gn eeeois esign Drawing inUtl Rne heet (3ign with MiTek tlesi connector pl ates and on ad Th is tes design on th is based Truss D only upon parameters and show antl DrJ is for efere an c ind rev build 11) component. before use Apphc , 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 rs the responsibility of the building designer or owner of the trusses For general guidance regarding design responsibilities, fabrication, quality control. storage, Tf ^ . delivery, erection, lateral restraint and diagonal bracing, consult ANSI /TPI 1, 000 -89 and BCSI (Building Component Safety Information) available from CONSULTING LLC SBCA at www.sbcmdustry corn. • Job Truss Truss Type Qty Ply I Pulte Homes - Summer Creek bldg 19 upper i 16444128 i - 81301887 A03 ;FLOOR ,1 __ L Job Reference (optional) Pro -Build Clackamas Truss. Clackamas.OR 97015 -1129. Eric Roesler 7.250 s Aug 25 2011 M1iTek Industnes, Inc. Wed Feb 27 1046:11 2013 Page 1 ID, xMEWgioSa1BQykG? NO fMNUzIEOn - 8LivbDn3pZ?trwROupTYc VTIPItKkc907ur7tzgyug 18-5-0 4-2 -8 8-5-0 8- 428 4-2-8 • Scale = 1.16.2 • 4x6 = 1 2 4x6 = 32x4 ,.'�j 4 5 • rte' —_ -- — — -- — — — — — - — — — — — — — -.- — a o I 111 , I , I HHUS26 -2 §, 7 9 6 4x12 — 2x4 I I 2x4 18-5 -0 18-5 -0 4 -0-8 4-2 -8 5-4-0 8-5-0 4 -0-8 0 -2 -0 1-1-8 3-1-0 Plate_ sets x,Y): (2:0 -1 -12 0_2_0]_ia z 0 -2_PLI L0,6- 0.0 -1 -81 _ _ ___ _ _ _ _ _ _ LOADING (psf) SPACING 2 -0 -0 CSI I DEFL in (loc) 1/deft lid j PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Vert(LL) -0.07 6 -7 >999 360 MT20 220/195 • TCDL 10.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.13 6 -7 >708 240 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.00 6 n/a n/a ' BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight: 81 Ib FT = 10% • LUMBER BRACING TOP CHORD 2 x 4 DF No.1 &Btr G TOP CHORD 2 -0-0 oc purlins (6-0 -0 max.): 1 -5, 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 (Ib /size) 8= 1241/0 -5 -8 (min. 0 -1 -8), 6= 1477/0 -5-8 (min. 0 -1 -8) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 8=- 1091/0, 2 -3= 4076/0, 3-4 =- 4076/0, 4- 6=- 1091/0 WEBS 3 -7 =- 351/0, 2- 7= 0/4163, 4-7= 0/4163 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/7P11. 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 4 -0 -8 from the left end to connect truss(es) A04 (2 ply l z k V PROFe 2 X 6 DF) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. �G ) �F J � 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 800 Ib down at 5 -4-0 on bottom t4 chord. The design /selection of such connection device(s) is the responsibility of others. c r . P f LOAD CASE(S) Standard " 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (p8) .A fl � o � jr Vert: 6- 8 = -10, 1 -2= -100, 2 -4 =- 100, 4-5= -100 ?. d ,� +, Continued on page 2 9`Y " . 12 ' �� e OsEPH 0 RENEWAL DATE: 12/31/2013 February 27,2013 r • 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 wrth MiTek connector plates only. This design is based only upon parameters shown. and is for an individual building component. Applicability I of design parameters and proper incorporation of the component is responsibiliy of building designer or owner of the trusses and installer. Lateral restraint /5/1 . designations shown on individual web and chord members are for compression buckling only, not forbuilding stabdlty bracing. Additional temporary restraint) diagonal bracing to Insure stability dunng construction is the responsibrlrty of the Installer. Additional permanent building stability bracing of the overall structure Is the responsibiHy 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 CONSULTING L LC SBCA at www.sbandustry.com. , 87301887 Truss Truss Type Qty 1 Ply Puhe Homes - Summer Creek bldg 19 upper 16444128 B1 3 - ' A03 FLOOR 1 1 _ (optional l_ 1__ 2 Job Reference o ) 1 Pro Clackamas Truss. Clackamas.OR 97015 - 1129. Eric Roesler 7.250 s Aug 25 2011 MiTek Industries, Inc. Wed Feb 27 10:46:11 2013 Page 2 ID:xMEWqioSal BQykG? NQfMNUzIEOn-8LivbDn3pZ? trwROupTYcuVTIPItKkc907ur7tzgyug LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-1000(F) 9=-800(F) • D 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 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, qualty control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSITTPI 1, DSB-89 and BCSI (Building Component Safety Information) available from CONSULTING LLC SBCA at wwwsbcindustry.com. - Job Truss 'Tnlss Type : Qty Ply ' Puke Homes - Summer Creek bldg 19 upper 6444129 1 _ 81301887 A3 FLOOR 1 1 i 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 10:46:16 2013 Page 1 ID:tkMGFOgI6eR8B 1 QN UrhgSvzIE01 -V I WoewrCd5eAxhKMgM3jJxCMnQ8y ?4Ru9Pbcp4zgyub 1 -9-6 1 2 2x4 H 3 3x4 4 2x4 I I , Scale = 1 9.4 v o 0 9 6 18-5-0 3x4 = 3x4 8-5-0 3 -10 -8 , ' 3 -10 -8 Plate Offsets (X.Y): [2:0- 1- 8_EdgeU4:0 -1 -8 Edge] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) 0.00 6 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.05 5 -6 >942 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2006fTP12002 i (Matrix) i W 19 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 3-10 -8 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) 6= 220 /Mechanical, 5= 202/0 -4 -0 (min. 0-1 -8) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. 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 ANSITfPI 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 RV PR Opp ... ct' 8 -25PE r vG ORE(i(1� , N. A„ - 1 4. ti x'12,`. - ✓O -4 RENEWAL DATE: 12/31/2013 February 27,2013 • ■ WARNING - Verdy 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 • � 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 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/ - PI 1. DSB -89 and BCSI (Building Component Safety Information) available from CONSULTING LLC SBCA at www.sbandustry.com, -r��---���--- '-��-�-----��� '--'����— _--- Pulle Homes-Summer Creek bldg 19 upper i • 16444130 1E11301887 1 A04 rmv 11 � | ` ��v�o"��= °r�bbG���O"v�1�,,,.s�n��, - / 18-5-0 7.250 s Aug 25 2011 MiTek Industries. Inc Wed Feb 1 Pbgb 1 - ` . J m0 - - _ - ��� �� - ' - ��� - �� � - '���� �� ' 4x4 ~ � `—���, 1 2 � 3 2x4 , 4 ' `��' Scale �'', ``. , � � '_��� ' ���� �� l ! | _ ' | • �-�' r- _ 1 | ------- L�� � `L__ | | , � � � ______________ ______| / • | ! / 1 L� / � / ! � ! �� ! K2� 7 6 n `)(' ��. `J 4x4 18-5-0 18-5-0 ,8-5-0 / - _'-- -- �� 3-8-8 . . LOADING (psf) ( SPACING 2-0-0 cm DEFL in (l=) I/defl uv PLATES GRIP TCLL 40.0 Plates Increase 1z0 TC 0.32 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.08 Vert(TL) -0.00 5-6 >999 240 BCLL 0.0 Rep Stress Incr NO wa 0.00 xoo(ru 0.00 5 n/a n/a BCDL 5.0 Code /no2006/Tp/2002 (Matrix) m*/om.osm FT = 10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD u-0-0ouv"m"s1-4. except end verticals. BOT CHORD uxaopwv.x BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS e,^or Std a REACTIONS (lb/size) 7=345/Mechanical, 5=381/0-5-8 (min. 0-1'8} FORCES «w Mao. Comp./Max. Ten. All forces 250 (Ib) or Iess except wlien shown. NOTES , } 2 'n/v truss moe connected together with mu<o.mrxo''> nails aofollows: Top chords connected au follows: zx4 1 row ato-9*vc. Bottom chords connected as follows: 2 X 6 2 rows at 0-9-0 oc. Webs connected a, follows: c,4 1 row at 0-9-0 oc. 2) All Ioads are considered equally applied 10 all p1165, except if noted as front (F) or back (6) face in the LOAD CASE(S) section. PIy 10 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 Iumber members. ^) Refer too.mer(o) for truss `u truss cvnnectivno. 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. o) Recommend cxsstmonoocks.on edge, spaced ut 10-0-0 OC and fastened to each truss with 3-1oo(0.,a,'xx'')nails. otmno»acksm be attached 10 walis at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 . Uniform Loads (p11) Vert: 5-r=-,m(p~'mo).,'u~'mu.,'u~'mo.x-4~'mo e v • RENEWAL DATE 12/31/2013 February 27,2013 ' a Drawing Reference � . . 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 response:Ala) of building designer or owner of the trusses and installer Lateral restraint | op ill )7 • | � -~ | the responsibihty of the building designer or owner of the trusses, For general guidance regarding design responsibilrties. fabrication, qualrty control, storage. � m�"�v . delivery. erection, lateral restraint and diagonal bracing, consult ANSI/I 1, DSI3-89 and BCSI (Building Component Safety Information) available from CONSULTING ac Job ;Truss Truss Type 'Qty ',Ply I Pulte Homes - Summer Creek bldg 19 upper 6444131 1 ' 81301887 A06 FLOOR 11 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 10:46:12 2013 Page 1 la E19915trwA401oILHOH ?9yzIE0g- cXGHpZolat7kT30aRW n852YJpdP33V�- - J ndOgJzgyuf 1 18-5-0 3-2-4 -..... 6 -4-8 - .. .._.. 7 -8 -8 11 -8-8 - - ._ .._ 1S &8 .. - 3-2 -4 3-2-4 1 -4 -0 4 -0-0 4 -0-0 -• Scale = 1:27 2 . . 1-4-0 2 x4 ' 4x10 — 3x6 = 2x4 I1 5x10 = 2x4 � . .--- .. .__...__ !J- - _ - - -- -- - -- ' -- - - - -- 4< " -- -- `.�---- ---....._— f5 - ` . --- - -- -- ! ---- 6 r 1 - - E - — .1 _ - 1, — • 13 : 14 15 12 16 11 10 9 5x6 8 7> ' 4x8 = 2x4 11 8x8 = 2x4 :1 2x4 ': 4x6 HUS26 18 -5 -0 18-5 -0 . 1 1-4-0 1-4-0- . -.. 2-8 -0 ... 13 -2- 4(3-10 -0 ;....._._ 6-4-8 ... I 7-8-8 •__._. 11-8-8 . 15-8-8 15-8 -8 1 -4-0 1 -4-0 0-6-4 0-7 -12 2-6-8 1 -4 -0 4-0-0 4 -0-0 ' Plate Offsets (X.Y): [2_0- 4- 8_0- 1- 12][3:0 -2- 120 -1 -8], j -5_0 01-1_21. 0- 3- 0_0 -1 -12.1 1 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.66 Vert(LL) -0.31 10 >600 360 MT20 220/195 TCDL 10.0 . Lumber Increase 1.00 BC 0.72 Vert(TL) -0.54 9 -10 >343 240 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.07 7 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight: 138 Ib FT = 10% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD 2 -0-0 oc purlins (3 -10-11 max.): 1 -6, except end verticals. BOT CHORD 2 X 6 DF 2250F 1.7E *Except* BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. B2: 2 X 4 DF 2400F 1.7E WEBS 2 x 4 DF Std G REACTIONS (Ib /size) 13= 2869/0 -4 -0 (min. 0 -1 -8), 7= 1327/0 -4 -0 (min. 0-1 -8) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown TOP CHORD 2 -3 =- 9146/0, 3-4 =- 7962/0, 4 -5 =- 7962/0 BOT CHORD 13- 14= 0/8017, 14- 15= 0/8017, 12- 15= 0/8017, 12- 16= 0/8017, 11- 16= 0/8017, 10- 11= 0/8013, 9-10= 0/7962, 8- 9= 0/4807, 7- 8= 0/4807 WEBS 4 -9 =- 459/0, 3-10=-1332/0, 2 -12= 0/1365, 2-13=-8284/0, 5 -9= 0/3405, 5 -7 =- 4929/0, 3- 11= 0/2041, 2- 11= 0/1220 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 0-5 -0 oc, 2 X 4 - 1 row 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 loads 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. ,W) PRQr�. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. C3'� - GINS' SS, 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 c\ *� E 5 O , be attached to walls at their outer ends or restrained by other means. tU -57 9) Use Simpson Strong -Tie HUS26 (14 -10d Girder, 4 -10d Truss, Single Ply Girder) or equivalent at 3 -10-0 from the left end to connect tt : ,.=25 - E '' truss(es) BEAM (1 ply 2 x 4 DF) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support O p pport concentrated load(s) 500 Ib down at 1 -4 -0, and 500 Ib �•'� � ,� down at 2 -8 -0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. N / .4 ‘ ' LOADCASE(S) Standard V4, G(Y1 2fl, �� Continued on page 2 t OG RENEWAL DAME: 12/31/2013 February 27,2013 it „, 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 y y of design parameters and proper incorporation of the component is responsibility of budding designer or owner of the trusses and installer. Lateral restraint ® 1 designations shown on individual web and chord members are for compression buckling only. not forbuilding slabildy 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 responsibildies. fabncaton, quality control, storage. T , E`;i delivery, erection, lateral restraint and diagonal bracing. consult ANSI ?PI 1, DSB -89 and BCSI (Building Component Safety Information) available from CONSULT LL SBCA at www.sbcindustry.com. M ndustry.com. 1 Job I Truss Truss Type Qty - 1 Ply 1 Pune Homes - Summer Creek bldg 19 upper i 16444131 'B1301887 A06 FLOOR 11 I j _ - 2 I Job Reference (optional) Pro Clackamas Truss. Clackamas.OR 97015 - 1129. Eric Roesler 7.250 s Aug 5 2011 MiTek Industries, Inc. Wed Feb 27 1046.13 2013 Page 2 ID: E i9915trwA401o1 L HOH -4)ggOvpKLAGb4Dbn ?E V OhJaj2Dzeo WmSTRNxC Izgyue LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 7- 13 = -10, 1-6=-100 Concentrated Loads (lb) Vert: 14=- 500(F) 15=- 500(F) 16=- 1500(F) • • • f . a WARNING - Verif 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 pl ates 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 mdi web and chord members are for compression buckling only. not forbuitding 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 responsibilrly of the budding designer or owner of the trusses For general guidance regarding design responsibilities, fabncabon, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB -89 and BCSI (Building Component Safety Information) available from SBCA at www sbcindustry com. - - CONSULTING ac !Job ! Truss 'Truss Type Qty 1Ply 1 Pule Homes - Summer Creek bldg 19 upper • i 11 16444132 1131301887 I A08 FLOOR i 1 2 ,lob Reference (optional) Pro - Build Clackamas Truss Clackamas.OR 97015 Eric Roesler 7.250 s Aug 25 2011 MiTek Industries. Inc. Wed Feb 27 1046;13 2013 Page 1 ID A5Hv) nv6S oK8X6SJPpJTENzIE0e 4 1ggOvpKLAGb4Dbn ?EVOhJajVDzNoVVI MNxClzgyue 18 -5-0 3-2 -4 -- - -, .- _... .. _ -- 6 -4 - 8 - 7 -8-8 .. -. 11-8-8 - - -._.. 15-8-8 3-2 -4 3-2-4 ' - -- 1 -4.0 4 -0.0 4 -0-0 - Scale = 1:27.2 1 -4 -0 ii - 2x4 i . 4x12 = 3x6 = 2x4 I'' 5x10 = 2x4 1 23 _r 2 - . ' . ` , 24 ,...3 25 4: " 26 1 --- { i': 27 6 t - -- — --- — I - -- _ i i - - - - - - ' i 1 I 'J - - , ii 13' 14 15 16 12 17 18 11 19 10 20 9 5x6 - 21 8 22 7... 4x10 = 2x4 iI 8x8 = 2x4 'iI 2x4 i' 4x6 I1US26 • 18-5 -0 18 -5-0 I __._._ 1-4-0 __. 2-8-0 - 13 -2-4- 13 -10-0 6-4-8 7 -8 -8 11 -8 -8 ... ..._ -_ -... _.... 15-8 -8 • 1 -4 -0 1 -4-0 '0-6 -4 0-7 -12 ' - - - - 2-6-8 1-4-0 4 -0-0 4-0-0 Plate Offsets (X,Y): 12:0-5-12,0-2-01, 15:0-5-0,0-1-12,1, J9 03-0 0 -1 -12] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl L/d I PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.69 Vert(LL) -0.29 10 >643 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.74 Vert(TL) -0.60 9 -10 >306 240 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.08 7 n/a n/a BCDL 12.0 Code IRC2006/TPI2002 (Matrix) I Weight: 138 Ib FT = 10% LUMBER BRACING TOP CHORD 2 x 4 DF No.18Btr G TOP CHORD 2 -0-0 oc purlins (3 -8 -11 max.): 1 -6, except end verticals. BOT CHORD 2 X 6 DF 2250F 1.7E 'Except' BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. B2: 2 X 4 DF 2400F 1.7E WEBS 2 x 4 OF Std G REACTIONS (Ib /size) 13= 2977/0 -4 -0 (min. 0 -1 -9), 7= 1435/0 -4-0 (min. 0-1 -8) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown_ TOP CHORD 1 -13 =- 301/0, 2 -24 =- 9580/0, 3 -24 =- 9580/0, 3-25 =- 8419/0, 4 -25= 8419/0, 4 -26 =- 8419/0, 5 -26 =- 8419/0, 6- 7= -294/0 BOT CHORD 13- 14= 0/8316, 14- 15= 0/8316, 15- 16= 0/8316, 12- 16= 0/8316, 12- 17= 0/8316, 17- 18= 0/8316, 11- 18= 0/8316, 11- 19= 0/8469, 10 -19= 0/8468, 10- 20= 0/8419, 9 -20= 0/8419, 9- 21= 0/5167, 8- 21= 0/5167, 8 -22= 0/5167, 7- 22= 0/5167 WEBS 4 -9= -452/0, 3-10=-1318/0, 2 -12= 0/1399, 2-13=-8593/0, 5 -8= 0/327, 5-9= 0/3505, 5- 7=- 5298/0, 3- 11= 0/2009, 2 -11 =0/1348 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 0-5-0 oc, 2 X 4 - 1 row 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 loads 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 [ O P F � standard ANSI/TPI 1. � ' '' ,tG O , 6) This truss has been designed for a moving concentrated load of 250.OIb live located at all mid panels and at all panel points along the i.,, F /4 Q 4 , Top Chord and Bottom Chord, nonconcurrent with any other live loads. 4 -44 4 7) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 8 P t ' 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and /or bottom 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) Use Simpson Strong -Tie HUS26 (14 -10d Girder, 4 -10d Truss, Single Ply Girder) or equivalent at 3 -10-0 from the left end to connect A ,OREGON truss(es) BEAM (1 ply 2 x 4 DF) to front face of bottom chord. J e, 11) Fill all nail holes where hanger is in contact with lumber. 1,g " �° 12 2 ' Continued on page 2 Y "O S PA o RENEWAL DATE 12/31/2013 February 27,2013 e ■ 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 designations shown on individual web and chord members are for compression buckling only. not forbuilding stability bracing. Additional temporary restraint/ ®� s diagonal bracing to insure stability dunng construction is the responslb Iny 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. labncation. quality control. storage, I uc 'M delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB -89 and BCSI (Building Component Safety Information) available from CONSI/ITING LLC SBCA at www.sbandustry com. • ,Job Truss Truss Type Qty Ply Pulte Homes - Summer Creek bldg 19 upper 81301887 A08 FLOOR i . 16444132 2 . Job Reference (optional) __- Pro Clackamas Truss. Clackamas OR 97015 - 1129. Eric Roesler 7.250 s Aug 25 2011 MiTek Industnes, Inc Wed Feb 27 10:4613 2013 Page 2 ID'A5Hvjnv6SoK8X6Sj PpJTENzI EOe -4jggOvpKLAGb4Dbn ?E VOhJa1VDzNoVVMSTRNxC Izgyue NOTES 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 Ib down at 1-4 -0, and 500 Ib down at 2 -8 -0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert. 7- 13 = -24, 1- 6 = -100 Concentrated Loads (Ib) Vert: 14=- 500(F) 16=- 500(F) 17=- 1500(F) r 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 ' ' 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 a designations shown on individual web and chord members are for compression buckling only. not forbmlding 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 LLC SBCA at www.sbcindustry.com. CONSULTING •I {7 ;Job 'Truss ... ... [ Truss T Type 1Qty I Ply i Pulte Homes - Summer Creek bldg 19 upper 16444133 '',81301887 - - -- - amas, R 97015-1129. Eric Roesler 7.250 FLOOR '',1 - _ - ._ 2 I Job Reference (optional) Pro-Build Clackamas Truss. Clack U 9 p )) i 0 5 Aug 2011 Industries. Inc. Wed Feb 27 10"46:14 Page 1 ID b z2L x_I " Oa814xtAsOz1 EOb- YwO2 02DFpy6UOSiNAzZ :xOFEW7yKdMMX2s X2sa6V]cBzgyud 18 '.�0 50_g 0 55-0-7 -3-7 -- - - i -- -_- -- - 5-5-3 10-8-11 - - -- - - - - . 15 -9-12 -- -,. .16 6 5-1-1 0. - Scale = 1:27.1 2x4 II 2x4 5x8 1 2 5x8 = 3., r.. 4 rv- -- 5 6 T! 2- to 9 8 5x8 = 7 _ 3x4 - -- 5x8 `= 3x4 11 18-5 -0 18-5-0 0-3-0 _. ... ._ 5-3-7 - -_ -_ - ; - - -. 10-611 - - - - -- -. 15 -9 -12 __... 16 -0 -12 0 -3 -0 5-0-7 5 -5 -3 5-1 -1 0-3-0 Plate ffsets (X,Y)J2 0 3 -4 0 2 0],j5:0 -3-4 0,2_OJ,17 0- 2- 0.0 -1- 12]_[8:0 3- 8,0- 2 0],j9:0 -3 -8 0 2 0],j10_0 -0 -4 0 -1 -8J LOADING (psf) SPACING 2 -0-0 i CSI DEFL in floc) I /defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 I TC 0.43 Vert(LL) -0.34 8 -9 >527 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.60 8 -9 >301 240 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code IRC2006/TP12002 (Matrix) Weight: 142 Ib FT = 10% LUMBER BRACING TOP CHORD 2 X 4 DF 2400F 1.7E _ TOP CHORD 2 -0-0 oc purlins (5-8 -1 max.): 1 -6. 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' W1 :2X6DFNo.2,W2,W4:2x4DFNo.1&BtrG REACTIONS (Ib /size) 10= 1823/0 -3-8 (min. 0 -1 -8), 7= 1823/0 -4-0 (min. 0-1 -8) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 2- 3=- 6898/0, 3-4= 6898/0, 4 -5 =- 6898/0 BOT CHORD 8- 9= 0/6898 WEBS 3 -9 =- 524/0, 4 -8 =- 524/0, 2 -10= 1413/0, 5 -7 =- 1405/0, 2 -9= 0/6991, 5 -8= 0/6989 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 X 6 - 2 rows 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 loads 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. Strongbacks to � .COI D E g O PR Qp- be attached to walls at their outer ends or restrained by other means. t;' io • LOAD CASE(S) Standard � G\� � 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 t 8 25PE • r Uniform Loads (plf) Vert: 1 -6= -100, 7- 10=- 135(F= -125) ;t v OREGON N ,/g ` H 4� OSEP RENEWAL DATE: 12/31/2013 February 27,2013 ■ WARNING for use w - Venfy Mi7e design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev- 03-11) before use. Design valid dh k 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 stabddy bracing. Additional temporary restraint/ .g bracing to insure stability dunng construction is the responsibility of the installer. Additional permanent budding stabildy bracing of Inc overall structure - -- ,, .. is the responsibility of Inc building designer or owner of the trusses. For general guidance regarding design responsibildies. fabncation. quality control, storage, T delivery, erection, lateral restraint and diagonal bracing, consult ANSIrrPI 1, DSB -89 and SCSI (Building g Component Safety Information) available from tic SBCA at www sbandustry corn Job Truss Truss Type Qty Ply Putte Homes - Summer Creek bldg 19 upper 16444134 91301887 A FLOOR 5 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 10'46'08 2013 Page 1 ID: vN RpamX9cady0_T3weoV I2zlE3i - km 1 nzBIB Wedl_S)pChwr_FtpJC H271w)K9f B WYzgyu) 0 -8 -12 2 -6-0 1-10-8 1-4-0 . 1-6-0 1-6-0 - 2-4 -7 2 -6 -1 1 -11 -12 2 -5-4 2 -5.4 Scale = 1:61.5 4x8 - 4x8 - 4x10 - 3x6 FP 3x4 4x6 - 2x4 2x4 3x6 = 2x4 3x6 FP - 304 4x6 = 4x12 - 2x4 2x4 1 4x8 = 4x6 - 3x4 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 4x6 - 4x6 4x6 1 -4 -03x4 4x10 4x6 4x12 3x6 FP 2x4 4x6 3x4 2x4 4x6 4x8 4x6 - 6-1.2 6 -1.2 27 -11 -0 6-1 -2 1 _ 3 -7-4. ,- -57-0 -6 -11-4 I- 10 -0-12_ t - 17 -9 -11 - _ _ - . 20 -5.3 ___25-9 -12 _ ...... 27 -9-8 _ , ,30 -5 -0.._ I.. 32.11-0 -- 35 -9.8 3 -7.4 2 -0-0 1 -4-0 3 -1 -6 7-8 -15 2 -7 -8 5 -4-9 1.11 -12 2-6-0 2-6.0 1 2 -10-8 0-1-8 _ Plate Offsets (X,Y): [1:Edge,0 -1 -8], [2:0- 3- 8,Edge], [3:0- 1- 8,Edge]. [4:0- 1- 8,Edge], [5:0- 1- 8,0 -0-0], [8:0- 1- 8,Edge], [12:0- 1- 8,Edge], [15:0- 1- 8,Edge], [16:0- 1- 8,0 -0-0], [17:0- 2- 4,Edge] , [18:0- 1- 8.Edge], [20:Edge,0 -1 -8]. [21:0- 1- 8,Edge], [23:0- 1- 8,Edge], [24:0- 1- 8,Edge], [26:0- 1- 8,Edge], [29:0- 1- 8,Edge]. [30:0- 3- 12,Edge], [31:0- 1- 8,Edge], [32:0- 1- 8,Edge], [33:0- 1- 8,Edge] • LOADING (psi) SPACING 2 -0 -0 CSI 1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.85 Vert(LL) -0.26 22 -23 >813 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.69 Vert(TL) -0.46 22 -23 >471 360 BCLL 0.0 Rep Stress Incr YES 1 WB 0.65 Horz(TL) 0.07 20 n/a n/a BCDL 5.0 - Code IBC2006/TPI2002 (Matrix) Weight: 193 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 'Except' end verticals, B2: 4 X 2 DF 2400F 1.7E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4X2DFStdG REACTIONS (Ib /size) 34= 759/0 -4 -0 (min. 0 -1 -8), 20= 770/0 -4 -0 (min. 0 -1 -8), 28= 2380/0 -5 -2 (min. 0-1 -8) Max Gray 34= 835(LC 2), 20= 849(LC 3), 28= 2380(LC 1) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 2144/0, 3 -4 =- 2915/0, 4 -5 =- 2915/0. 5 -6 =- 2915/0, 6-7 =- 2776/177, 7 -8 =- 2776/177, 8 -9 =- 1773/676, 9- 10=- 1773/676, 10- 11= 0/3520, 11- 12= 0/3522, 12 -13 =- 270/1380, 13 -14 =- 3045/17, 14 -15 =- 3045/17, 15- 16=- 3045/17, 16- 17=- 3045/17, 17- 18=- 1869/0 BOT CHORD 33- 34= 0/752, 32- 33= 0/2144, 31- 32= 0/2915, 30- 31= 0/3002, 29 -30 =- 676/1773, 28- 29=- 1415/47, 27- 28=- 1380/270, 26 -27 =- 1380/270, 25 -26 =- 695/1930, 24 -25 =- 695/1930, 23 -24 =- 17/3045, 22- 23= 0/2890, 21- 22= 0/2890, 20- 21= 0/1869 WEBS 8- 29=- 746/0, 17- 23=- 510/200, 15 -24 =- 388/0, 11 -28 =- 277/0, 12- 26= 0/757, 3-32=-68/869, 3-33 =- 590/0, 2- 33= 0/1512, 2 -34 =- 1112/0, 18- 21= 0/436, 17 -21 =- 1102/0, 18- 20=- 2004/0, 12-28=-2848/0, 13-26=-1979/0, 13-24=0/1631, 10-29=0/2073, 10-28=-2662/0, 8- 30= 0/1275, 4- 32=- 293/5, 6 -31 =- 108/525, 6- 30= -477/0 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) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. � 9 O PROF 5 f t 4) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. `, • p 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 ' 1 F5 /0 be attached to walls at their outer ends or restrained by other means. to 'V 6) CAUTION, Do not erect truss backwards. $ ' a P • t! LOAD CASE(S) Standard � v OREGON N (/Q - q4 .. (" 4 ) '` 1 4- " OSEPH RENEWAL DATE: 12/31/2013 February 27,2013 • , a WARNING for use - Verity desi parameters and ogn Drawing mUd Reee h (') n valid wall MiTek connector pla tes only. read This tes design on this Is based Truss Desi only upon parameters and showuden. D Ile an ind eet rev building 03 -11 component Delore use. Ap plicaDesigbility Et 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, delivery. erection, lateral restraint and diagonal bracing, consult ANSIITPI 1, DSB -89 and BCSI (Budding Component Safety Information) available from CONSULTING LLC SBCA at www sbcindustry.com Job Truss Truss Type TOty . f Ply 1 Pulte Homes - Summer Creek bldg 19 upper 16444135 61301887 B3A FLOOR 2 1 I - _ _ 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 46:16 2013 Page 1 ID:xdmxOW'7aFKOUL3GtUSLZ3zIE0 W - VI WoewrCd5eAxhKMgM3jJxC KiQ53 ?Oxu9Pbcp4zgyub 2 -5-4 2 -6-0 2 -6 -0 Scale = 1.17.9 • 4x8 -- 2x4 I 306 - 1 3x6 2 3 4 4x8 - 5 r 0 _ -- --------- 0 8 -.-- 7 6 3x6 = 4x10 = 4x10 = 18 -5 -0 18-5 -0 2 -9-12 5-4-8 7 -11-4 10-9 -0 1 2 -9-12 2 -6-12 2 - - 12 2 - - 12 Plats_�setgX Y,: (2:0 -3 -4 Ede 440.3- 4,Edge)j5 Edge 0 -1 -8J, j8:Edge.0 -1 -J LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.05 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.13 7 -8 >934 360 BCLL 0.0 Rep Stress Ina YES WB 0.26 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code IBC2006/TP12002 (Matrix) Weight: 53 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.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) 8= 578/0 -4 -0 (min. 0 -1 -8), 6= 578/0 -4 -0 (min. 0-1 -8) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 1519/0, 3-4=-1519/0 BOT CHORD 7 -8= 0/1156, 6- 7= 0/1156 WEBS 2- 7= 0/391, 4- 7= 0/391, 2- 8=- 1240/0, 4 -6 =- 1240/0 NOTES 1) A plate rating reduction of 20% has been applied for the green lumber members. 2) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 4) 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 6kEO PRQFe ,�G1N W - c 5 r v GREGO • : ,� Q / G le t Y12, i l . `�' `"OS:EMA o� RENEWAL DATE: 12/31/2013 February 27,2013 r t A W for use - wit h Verify MiTe design conne parameters or lat en4 reed This notes desig on this Truss Design Drawing and mclutletl D,J i Reference a in Sheet ividu (rev. 03-11') before use. Design valid k ct plates only n is based only upon parameters shown. and s for n dal building component. Apphcabillty E of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint Nff 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, delivery, erection, lateral restraint and diagonal bracing, consult ANSIITPI 1, DSB -89 and BCSI (Building Component Safety Information) available from CONSULTING LLC SBCA at www.sbandustry.com. Job Truss Truss Type Qty Ply Pune Homes - Summer Creek bldg 19 upper 6444136 B1301887 C1 IFLOOR 21 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 10'46:17 2013 Page 1 ID MCS40Y2? sAjaLoorYd02BIz1EOT- zV4AsGsgOPmOZrvYE4ayr91PgqInkTj203L9L Wzgyua 2-3-0 -_ 1-4-0 _ 2 -6 -0 ___ 2 - Scale = 1 :19.9 2x4 5,12 MT18H — 2x4 3x8 — 3x6 — 1 2 3 q 5 5 MT18H — 6 r - - 14-0 -/- _ w 12 11 10 9 8 ; 2x4 I. 3x4 = 2x4 3x6 = '� 5x12 MT18H 10x10 1 1 18 -5 -0 18-5-0 3-10-8 5-3-0 6-4-8 7 -8-8 10-4 -0 12 -11 -8 _ 15-8 -8 1 -0-12 1 -4 -8 1-1 -8 1-4 -0 2 -7 -8 2 -7 -8 2 -9 -0 Plate Offsets (X.Y): [20-1 -8 Ed1c e], [30- 1- 8.0- 0_01,[5 8 Ed_geldr Ewe 0- 4- 8].j8:0 -1 -8 Edg el,-[10. 0-1 -8 Edge], 11:0 -1 -8 EdgeJ,[12 Eddc e 0 -1 -8] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.67 Vert(LL) -0.17 9 -10 >818 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.29 9 -10 >479 360 i MT18H 220/195 BCLL 0.0 Rep Stress Incr YES , WB 0.29 Horz(TL) 0.03 7 n/a n/a i BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight: 57 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=641/Mechanical. 7=641/0-4-0 (min. 0-1-8) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 1405/0, 3-4=-1405/0, 4 -5 =- 1279/0 BOT CHORD 11 -12= 0/1405, 10- 11= 0/1405, 9 -10= 0/1872, 8 -9= 0/1872, 7- 8= 0/1279 WEBS 4 -10 =- 591/17, 2- 12=- 1534/0, 5 -7 =- 1380/0, 4 -8= -638/0 NOTES 1) Unbalanced floor live Toads 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. Strong backs to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��1V PRpc �- �' � �G)N�FA ��� 5PE OREGON ,� .i • 174, Gt 4 ' 12, 20{ - if> EP RENEWAL DATE: 12/31/2013 February 27,2013 I 1 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 indvidual building component Applicability E • o ijki . 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 individual web and chord members are for compression buckling only not forbu,lding stability bracing. Additional temporary restraint/ ' diagonal bracing to insure stability dunng construction is the responsibility of the installer. Additional permanent budding 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 LLC SBCA at www sbandustry.com Job Truss `Truss Type Qty :Ply 1 Pulte Homes - Summer Creek bldg 19 upper • 16444137 B1301887 C FLOOR 35 1 ,Job Reference (optional) • Pre Clackamas Truss. Clackamas.OR 97015 Eric Roesler 7.250 s Aug 25 2011 MiTek Industries, Inc. Wed Feb 27 10:46:17 2013 Page 1 ID IbZgRE3FOnzIb6yDfl2WG7zIE0R zV4AsGsgOPmoZrvYE4ayr9ISOgLIkQG203L9LWzgyua 0 - - 2 -6 -0 1 -4 -0 2-4 -8 Scale = 1:26.4 6x6 5x12 MT18H 2x4 2x4 : 3x8 3x6 -- 1 3 2 3 4 5 6 7 4x6 x6 8 N .__ . -_ _ — ..__ —. —. ` i . O n, i v n. - r - 14 13 12 11 10 19 '1 6x8 5x12 MT18H 3x8 3x4 - 3x8 4x10 - 18-5 -0 18-5 -0 1.3 -0 6-4 -8 7 -8.8 10 -4 -0 12 -10-0 15-8 -8 1 -3 -0 5-1 -8 1 -4 -0 2 -7 -8 2 -6-0 2 -10-8 Plate Offsets (X,Y): [2.0 -1 -8 Edge],j4:0 -1 -8 EdgeJ, [5_0 -1 -8 0-0- 0],-[6:0_3 -0_ Edge]_[ 7: 0 -1 -8 Edge] [9:Edge 0- 1-$10 0 4]- 1- 8.Edge],[11:0 -1 -8 Edg5Lt12:0- 1- 8,Edge], [14:0- 3 -8,ELs _ • LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 : Vert(LL) -0.22 10-11 >859 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.41 10-11 >449 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.06 9 n/a n/a BCDL __ 5.0 Code IBC2006lTPI2002 (Matrix) _ _ I Weight: 79 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= 850/0 -4 -0 (min. 0 -1 -8), 14= 850/0 -4 -0 (min. 0-1 -8) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 862/0, 3-4 =- 3124/0, 4 -5= 312410, 5 -6 =- 3124/0, 6 -7 =- 189610 BOT CHORD 13-14= 0/862, 12- 13= 0/2294, 11- 12= 0/3124, 10 -11= 0/2854, 9- 10= 0/1896 WEBS 4 -12 =- 266/0, 6-11 =- 56/593, 6 -10 =- 1034/0, 7 -10= 0/444, 3 -12= 0/1007, 3 -13 =- 1546/0, 2- 13= 0/618, 2 -14 =- 1207/0, 7 -9 =- 2033/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) AM plates are MT20 plates 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) 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 • AP' PROF?' „ G. ti �OJNEFR SO 5PE OREGON ,, �� 9 ti G (1' 12, 2 �� 'tt ` RENEWAL DATE: 12/31/2013 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 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 stabddy 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 responsibildies. fabncafion, qualdy 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.com. V L.7 !!��l� Job Truss Truss Type ' Qty 'Ply ' Putte Homes - Summer Creek bldg 19 upper 16444138 B1301887 C -DRAG (FLOOR 1 1 ,Job Reference (optional) Pro Clackamas Truss. Clackamas.OR 97015 - 1129. Eric Roesler 7.250 s Aug 25 2011 MiTek Industnes. Inc. Wed Feb 27 1046:18 2013 Page 1 ID: Ezhasv5VVwPDOgQ6cnS5 _LYzIEOP RhdZ3ctS9)utB_Tkon5BOM IYjEeyTtyBdl4itzzgyuZ 0 _ 2 -60 .__ 1 _ 2 Scale = 1.26.8 • 4x8 — 2x4 2x4 ' 3x10 = 5x12 MT18H — 3x6 1 3x6 = 2 3 4x6 4 5 6 7 8 0 .' // �� / /�/ ,', , / , / /�/ , /�/ / i l _ _ . _ . ^ti T y / - / ,, . / 1;1.16 13 12 11 10 9� 4x8 - 4x6 - 4x6 3x6 2x4 3x6 5x12 MT18H 18-5 -0 18-5 -0 3-9-0 6-4 -8 7 -8 -8 10-4 -0 12 -11 -8 15-8 -8 _ 3-9-0 _ 2 -7-8 1 -4 -0 2 -7 -8 2 -7.8 2 -9-0 _ Plate Offsets (X,Y): [2:0- 3- 8,Edge], [3:0- 1- 8,Edge], [4:0- 1- 8,Edge], [5:0- 1- 8,0 -0 -0], [6:0- 4- 8,Edge], [7:0- 1- 8,Edge], [9:Edge,0 -1 -8], [10:0- 1- 8,Edge], [12:0- 1- 8,Edge], [13:0- 1- 8,Edge], [14:0- 1- 8,Edge], [15:0- 3- 8,Edge] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.79 Vert(LL) -0.26 11 -12 >553 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.38 11 -12 >375 360 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight: 86 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 4-3 -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 6-0-0 oc bracing. REACTIONS (Ib /size) 15= 111/4 -0 -0 (min. 0 -1 -8), 14= 960/4 -0-0 (min. 0 -1 -8), 9= 629/0 -4 -0 (min. 0 -1 -8) Max Horz 15 =92(LC 3) Max Uplift 15= 1125(LC 7), 14=- 503(LC 8). 9= -15(LC 8) Max Gray 15= 1271(LC 15), 14= 1865(LC 2), 9= 816(LC 2) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1- 2= -418/418, 2- 3=- 3237/3579, 3-4 =- 4287/2622, 4- 5=- 3289/1624, 5-6 =- 2635/1070. 6 -7 =- 2748/1057, 7 -8 =- 974/974 BOT CHORD 14 -15 =- 3769/4402, 14 -16 =- 2477/2109, 13 -16 =- 2477/2135, 12- 13=- 1185/2850, 11 -12 =- 391/2707, 10 -11 =- 391/2707, 9 -10 =- 131/1723 WEBS 4 -13 =- 547/47, 6 -12 =- 1278/631, 6 -10= 1059/280, 3 -14 =- 1031/0, 3 -13 =- 254/2398, 2- 14=- 3134/2535, 2 -15 =- 1829/1690. 7 -10 =- 93/415, 7- 9=- 1860/142 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 capable of withstanding 1125 Ib uplift at joint 15, 503 Ib uplift at joint 14 and 15 Ib uplift at joint 9. 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 ptf. Lumber DOL= (1.33) Plate grip DOL= (1.33) Connect truss to resist drag .9` OFt • loads along bottom chord from 0 -0-0 to 4 -0 -0 for 1492.3 plf. ' C j GIN S/ 7) "Fix heels only Member end fixity model was used in the analysis and design of this truss. t. F p ®./ 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 1/ ' be attached to walls at their outer ends or restrained by other means. LZ 8 25 ' r LOAD CASE(S) Standard OREGON ,� Q l ip (. /$'1 +� "OSFPN 0� RENEWAL DATE: 12/31/2013 February 27,2013 f ■ A WAR NING - ity pas gn Drawing and included Referenc Sheet (rev. 03.11') before use Design vali for use with Ver MiTek desi gn connector rameter plates antl only read This notes design on this is based Truss Desi only upon parameters shown. D. antl is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of budding designer or owner of the trusses and installer Lateral restraint • 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 dunng construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsbilny 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, DS8 -89 and BCSI (Building Component Safety Information) available from CONSULTING LLc SBCA at www.sbcindustry corn. . . • - I Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION �- 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 �= Dimensions are in ft-in-sixteenths. 1 I (Drawings not to scale) •4 and f Apply ully plates embed to both sides teeth. of truss 1. Additional stability bracing for truss system, e.g diagonal or X- bracing, is always required See BCSI1. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral „ 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 i 4 owner and all other interested parties. 5 Cut members to bear tightly against each other. .. p O 6 Place plates on each face of truss at each joint and embed fully. Knots and wane at joint O locations are regulated by ANSIITPI 1. For 4 x 2 orientation, locate �� 7 Design assumes trusses will be suitably protected from the environment in accord with ANSUTP1 1. plates from outside d O 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. edge of f truss. O 9. U nless expressly noted, this design is not applicable for use with fire retardant, preservative C7 c6 - c5 - p treated, or green lumber. BOTTOM CHORDS t0. Camber is a non - structural consideration and is the responsibility of truss fabricator. General ' This symbol indicates the 8 7 6 5 practice is to camber for dead load deflection. required direction of slots in 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that connector plates. 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 al 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 plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT risks. words and pictures) before use. Reviewing use. The first dimension is the P 19. Review all portions of this design (front, b NUMBERS /LETTERS. 4 x 4 width measured perpendicular pictures alone is not sufficient. 10 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 writing, the use of these designs presumes approval, through the building designer or owner of the trusses, of the bads 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 ANSIITPI 1 and related proprietary information. /f Indicated b y symbol mbol shown and /or 23. It s extremely important to properly install temporary lateral restraint and diagonal bracing, in ESR-131 I, 95-43, 96 3 ER -5243, 9604B, 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, if 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 pudin. 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 1 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 tall1111 reaction section joint j indicates © 2011 DrJ Consulting, LLC All Rights Reserved fabricator. Competent professional advice should be secured relative to these items. M m il El= number where bearings indicates oint 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. �� Design values (E, Emin, Fb, Fc, Fcp, 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 Industry Standards: , agencies approved by the Board of Review of the American Lumber Standards ANSI /TPI I: National Design Specification for Metal Committee in accordance with the latest edition oIANSI/TPI 1 Section 6.3 Plate Connected Wood Truss Construction. DSB -89: Design Standard for Bracing. DrJ Consulting, LLC BCSI1: Building Component Safety Information, i Guide to Good Practice for Handling, 6300 Enterprise Lane Installing & Bracing of Metal Plate CONSULTING LLC Madison, WI 53719 Connected Wood Trusses.