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Home My WebLink AboutSouthill B (NEW)Re: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. Liu, Xuegang SOUTHILL B NEW STANDARD Pages or sheets covered by this seal: I20897693 thru I20897727 My license renewal date for the state of Indiana is July 31, 2014. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 1300063 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 314-434-1200 MiTek USA, Inc. July 29,2013 Job 1300063 Truss A Truss Type COMMON Qty 1 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897693 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:06 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:jsUcluFCZYGUQgQi50NJkCzu7yt-BCJ1W2aAJ5kDeVGa49b6I_pDXWBUPgAEyi8tpUytGex Scale = 1:59.2 1 2 3 45 8 7 6 9 10 4x6 12x12 12x12 4x9 7-0-0 7-0-0 14-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 14-11-4 0-11-4 1-0-89-2-81-0-814.00 12 Plate Offsets (X,Y): [3:Edge,0-1-14], [6:Edge,0-10-11], [8:Edge,0-10-11] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.96 0.34 0.21 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)8=617/0-3-8 (min. 0-1-8), 6=613/0-3-8 (min. 0-1-8) Max Horz 8=230(LC 6) Max Uplift8=-41(LC 7), 6=-39(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-529/67, 3-9=-258/101, 3-10=-259/101, 4-10=-529/66, 2-8=-550/81, 4-6=-546/79 BOT CHORD 7-8=-347/411, 6-7=-151/330 WEBS 3-7=0/294, 2-7=-206/327, 4-7=-219/340 NOTES (8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 8 and 39 lb uplift at joint 6. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss AG Truss Type GABLE Qty 1 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897694 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:07 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:jsUcluFCZYGUQgQi50NJkCzu7yt-fOtPjObo4Os4Ffrmes6MqBLZUwZg894OAMtQLwytGew Scale = 1:59.8 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x10 4x6 3x10 14-0-0 14-0-0 -0-11-4 0-11-4 7-0-0 7-0-0 14-0-0 7-0-0 14-11-4 0-11-4 1-0-89-2-81-0-814.00 12 Plate Offsets (X,Y): [7:Edge,0-1-14], [12:0-6-0,0-1-8], [24:0-6-0,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.24 0.15 0.11 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 99 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.3 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19 with 2 X 4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 14-0-0. (lb) - Max Horz 24=-229(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-139(LC 5), 14=-108(LC 6), 23=-170(LC 7), 15=-163(LC 8) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (13) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=139, 14=108, 23=170, 15=163. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 13) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard SHEATHING SHOWN IS NOT PART OF COMPONENT DESIGN. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss B Truss Type HIP Qty 9 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897695 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:09 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:jsUcluFCZYGUQgQi50NJkCzu7yt-cn?984c2b06oVy_8lH8qvcRrQk9Yc??gegMXQpytGeu Scale = 1:67.4 1 2 3 4 5 6 7 8 9 10 11 12 15 14 13 16 17 18 19 3x4 4x6 7x12 3x4 6x12 5x6 5x6 3x4 3x8 1x4 3x4 1x4 6x12 5x6 5x6 8-6-7 8-6-7 13-5-9 4-11-2 22-0-0 8-6-7 -0-11-4 0-11-4 4-5-0 4-5-0 8-6-7 4-1-8 13-5-9 4-11-2 17-7-0 4-1-8 22-0-0 4-5-0 22-11-4 0-11-4 1-2-1411-2-61-2-1411-2-614.00 12 Plate Offsets (X,Y): [2:0-8-12,0-0-3], [6:0-3-2,0-2-0], [7:0-2-11,Edge], [11:0-8-12,0-0-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.47 0.57 0.34 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.27 0.03 (loc) 11-13 11-13 11 l/defl >999 >981 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.3 SLIDER Left 2 X 8 SP No.2 3-8-5, Right 2 X 8 SP No.2 3-8-5 BRACING TOP CHORD Sheathed or 5-3-12 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15 with 2 X 4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=936/0-3-8 (min. 0-2-4), 11=936/0-3-8 (min. 0-2-4) Max Horz 2=265(LC 6) Max Uplift2=-42(LC 7), 11=-42(LC 8) Max Grav 2=1436(LC 17), 11=1436(LC 17) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1472/45, 3-4=-1116/83, 4-16=-1137/109, 5-16=-1105/112, 5-6=-936/147, 6-17=-610/153, 17-18=-610/153, 7-18=-610/153, 7-8=-934/147, 8-19=-1105/112, 9-19=-1136/109, 9-10=-1114/83, 10-11=-1473/45 BOT CHORD 2-15=-147/784, 14-15=-27/609, 13-14=-27/609, 11-13=0/784 WEBS 4-15=-301/188, 6-15=-61/366, 7-13=-79/366, 9-13=-303/188 NOTES (10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 10) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss B2 Truss Type HIP Qty 6 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897696 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:10 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:jsUcluFCZYGUQgQi50NJkCzu7yt-4zZXMPdhMJEf66ZLJ?f3Sqz?G8VULLcqsK64yFytGet Scale = 1:66.2 1 2 3 4 5 6 7 89 13 12 11 10 14 15 16 2x4 4x6 7x12 3x4 3x4 3x8 3x4 3x4 1x4 3x6 6x12 5x6 5x6 6-4-7 6-4-7 11-7-9 5-3-3 20-0-0 8-4-7 2-4-0 2-4-0 6-4-7 4-0-7 11-7-9 5-3-3 15-8-1 4-0-7 20-0-0 4-3-15 20-11-4 0-11-4 3-6-1411-0-01-2-1411-0-014.00 12 Plate Offsets (X,Y): [3:0-3-2,0-2-0], [4:0-2-11,Edge], [8:0-8-12,0-0-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.52 0.52 0.83 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.24 0.02 (loc) 8-10 8-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 131 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.3 SLIDER Right 2 X 8 SP No.2 3-7-9 BRACING TOP CHORD Sheathed or 5-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12 with 2 X 4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)13=793/0-3-8 (min. 0-1-14), 8=852/0-3-8 (min. 0-2-0) Max Horz 13=-300(LC 5) Max Uplift13=-19(LC 8), 8=-38(LC 8) Max Grav 13=1178(LC 17), 8=1291(LC 17) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-877/138, 3-14=-440/147, 14-15=-440/147, 4-15=-440/147, 4-5=-773/139, 5-16=-855/112, 6-16=-972/105, 6-7=-948/74, 7-8=-1287/37 BOT CHORD 12-13=-170/388, 11-12=-35/505, 10-11=-35/505, 8-10=0/681 WEBS 4-10=-71/380, 6-10=-307/186, 2-13=-1058/48 NOTES (10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 10) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss BG Truss Type GABLE Qty 1 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897697 7.250 s Jan 25 2012 MiTek Industries, Inc. Mon Jul 29 09:29:07 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:jsUcluFCZYGUQgQi50NJkCzu7yt-QZWRIPnl5FcLPn8D2dmFsDspMZGSyaJXtrJwy9ytFBA Scale = 1:80.0 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 50 51 52 53 4x6 7x12 3x4 3x4 3x8 4x6 3x4 1x4 2x8 3x6 6x12 5x6 5x6 1x4 1x4 1x4 1x4 1x4 1x4 1x4 5x6 1x4 1x4 1x4 1x4 1x4 1x4 1x4 1x4 1x4 2x8 7-11-11 7-11-11 8-6-7 0-6-12 13-5-9 4-11-2 22-0-0 8-6-7 -0-11-4 0-11-4 4-5-0 4-5-0 8-6-7 4-1-8 13-5-9 4-11-2 17-7-0 4-1-8 22-0-0 4-5-0 22-11-4 0-11-4 1-2-1411-2-61-2-1411-2-614.00 12 Plate Offsets (X,Y): [4:0-3-0,0-3-0], [5:0-3-2,0-2-0], [6:0-2-11,Edge], [10:0-8-12,0-0-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.68 0.53 0.88 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.03 (loc) 10-12 10-12 10 l/defl >999 >745 n/a L/d 240 180 n/a PLATES MT20 Weight: 246 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.3 OTHERS 2 X 4 SPF No.3 SLIDER Right 2 X 8 SP No.2 3-8-5 BRACING TOP CHORD Sheathed or 5-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13 with 2 X 4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 8-3-8 except (jt=length) 10=0-3-8. (lb) - Max Horz 20=279(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 20, 10, 16, 19 Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 19 except 20=1330(LC 17), 10=1374(LC 17) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-518/192, 3-50=-1017/143, 4-50=-985/147, 4-5=-802/182, 5-51=-523/171, 51-52=-523/171, 6-52=-523/171, 6-7=-864/162, 7-53=-1035/127, 8-53=-1066/123, 8-9=-1043/97, 9-10=-1391/59, 2-20=-569/200 BOT CHORD 19-20=-171/692, 18-19=-171/692, 17-18=-171/692, 16-17=-171/692, 15-16=-171/692, 14-15=-171/692, 13-14=-171/692, 12-13=-37/564, 10-12=0/740 WEBS 3-13=-292/196, 5-13=-89/286, 6-12=-66/405, 8-12=-307/188, 3-20=-838/40 NOTES (13) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1, Lu=50-0-0 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 10, 16, 19. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Continued on page 2 SHEATHING SHOWN IS NOT PART OF COMPONENT DESIGN. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss BG Truss Type GABLE Qty 1 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897697 7.250 s Jan 25 2012 MiTek Industries, Inc. Mon Jul 29 09:29:07 2013 Page 2 Timberland Lumber Company, Indianapolis, IN 46218 ID:jsUcluFCZYGUQgQi50NJkCzu7yt-QZWRIPnl5FcLPn8D2dmFsDspMZGSyaJXtrJwy9ytFBA 13) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information Job 1300063 Truss D Truss Type COMMON Qty 1 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897698 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:13 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:C1774wq1ZbJFPD8ax7c4KjzuA6H-UYEg_RfZfEcEzaIw_7Dm4SbZYLV2Yr6GZIKkZaytGeq Scale = 1:37.5 1 2 3 4 5 6 7 8 9 10 4x6 5x6 5x9 1x4 1x4 5x6 9-0-0 9-0-0 18-0-0 9-0-0 -0-11-4 0-11-4 4-6-13 4-6-13 9-0-0 4-5-3 13-5-3 4-5-3 18-0-0 4-6-13 18-11-4 0-11-4 0-6-105-9-100-6-107.00 12 Plate Offsets (X,Y): [8:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.33 0.60 0.20 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.30 0.03 (loc) 6-8 6-8 6 l/defl >999 >698 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.3 WEDGE Left: 2 X 4 SPF No.3, Right: 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 5-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=775/0-5-8 (min. 0-1-8), 6=770/0-3-8 (min. 0-1-8) Max Horz 2=-129(LC 5) Max Uplift2=-69(LC 7), 6=-67(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-996/79, 3-9=-773/50, 4-9=-702/67, 4-10=-702/66, 5-10=-773/49, 5-6=-1004/81 BOT CHORD 2-8=-52/794, 6-8=-1/806 WEBS 4-8=0/492, 5-8=-267/118, 3-8=-254/116 NOTES (8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss DG Truss Type GABLE Qty 1 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897699 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:15 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:gDhVIGrgKvR60NimVq7JsxzuA6G-QwMQP7hpBssyDtSI6YFE9thzJ9K60ouZ0bprdSytGeo Scale = 1:38.1 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 2625 24 23 22 21 20 19 18 17 16 4x6 3x8 3x4 3x8 18-0-0 18-0-0 -0-11-4 0-11-4 9-0-0 9-0-0 18-0-0 9-0-0 18-11-4 0-11-4 0-6-105-9-100-6-107.00 12 Plate Offsets (X,Y): [2:0-3-8,Edge], [14:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.12 0.05 0.05 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 15 15 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 88 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No.3 WEDGE Left: 2 X 4 SPF No.3, Right: 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 18-0-0. (lb) - Max Horz 2=-129(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 22, 23, 24, 26, 27, 20, 19, 18, 17, 16, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 21, 22, 23, 24, 26, 27, 20, 19, 18, 17, 16, 14 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 22, 23, 24, 26, 27, 20, 19, 18, 17, 16, 14. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 12) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard SHEATHING SHOWN IS NOT PART OF COMPONENT DESIGN. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss DR Truss Type COMMON Qty 1 Ply 2 SOUTHILL B NEW STANDARD Job Reference (optional) I20897700 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:16 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:gDhVIGrgKvR60NimVq7JsxzuA6G-u7wpcTiRy9_pq11VfFmTi5D80Yf4lEXiFFZPAvytGen Scale = 1:36.6 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 4x6 3x8 3x6 2x4 3x6 2x4 4-6-13 4-6-13 9-0-0 4-5-3 13-5-3 4-5-3 18-0-0 4-6-13 4-6-13 4-6-13 9-0-0 4-5-3 13-5-3 4-5-3 18-0-0 4-6-13 0-6-105-9-100-6-107.00 12 Plate Offsets (X,Y): [1:0-1-12,0-1-8], [5:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.12 0.13 0.09 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 6 SPF No.2 WEBS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=702/0-5-8 (min. 0-1-8), 5=702/0-5-8 (min. 0-1-8) Max Horz 1=-126(LC 5) Max Uplift1=-32(LC 7), 5=-32(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1081/60, 2-10=-754/59, 3-10=-688/83, 3-11=-688/83, 4-11=-754/59, 4-5=-1081/60 BOT CHORD 1-9=-46/849, 8-9=-46/849, 7-8=-46/849, 6-7=0/849, 5-6=0/849 WEBS 3-7=-2/428, 4-7=-327/88, 2-7=-327/87 NOTES (9) 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) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 9) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard TRUSS DESIGNED TO SUPPORT THE LOAD GENERATED BY A TRIBUTARY AREA EQUAL TO 24 INCHES OF ROOF LOAD ONLY. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss E Truss Type MONO W/LEDGER POCKET Qty 4 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897701 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:17 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:jsUcluFCZYGUQgQi50NJkCzu7yt-NJUBqpi4jT6gSBchDzHiEIm9cywaUiDsTvIyiLytGem Scale = 1:16.2 1 2 3 4 5 2x4 2x4 2x4 6-3-8 6-3-8 -0-11-4 0-11-4 6-3-8 6-3-8 0-3-152-5-24.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.71 0.43 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.00 (loc) 2-4 2-4 4 l/defl >926 >371 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=311/0-3-8 (min. 0-1-8), 4=234/0-3-8 (min. 0-1-8) Max Horz 2=75(LC 6) Max Uplift2=-53(LC 5), 4=-23(LC 7) Max Grav 2=317(LC 2), 4=258(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss EG Truss Type GABLE Qty 2 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897702 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:18 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:jsUcluFCZYGUQgQi50NJkCzu7yt-rV2Z18jiUnEW4LAtngpxnWJSjMLdD9h?iZ2VEnytGel Scale = 1:12.8 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 6 5 7 2x4 2x4 2x4 1x4 1x4 4-11-8 4-11-8 -0-11-4 0-11-4 4-11-8 4-11-8 0-3-151-11-124.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.17 0.12 0.05 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.3 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)5=-29/4-11-8 (min. 0-1-8), 2=183/4-11-8 (min. 0-1-8), 6=287/4-11-8 (min. 0-1-8) Max Horz 2=60(LC 6) Max Uplift5=-29(LC 1), 2=-38(LC 5), 6=-29(LC 7) Max Grav 5=4(LC 5), 2=184(LC 2), 6=300(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 6. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard SHEATHING SHOWN IS NOT PART OF COMPONENT DESIGN. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss F Truss Type COMMON Qty 10 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897703 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:19 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:gDhVIGrgKvR60NimVq7JsxzuA6G-JibxFUkKF4MNhVl3LOKAJjrW1mYtyYT9xDn3mEytGek Scale = 1:55.8 1 2 3 4 5 6 7 8 9 12 11 10 13 143x4 4x9 3x4 5x6 3x6 3x4 1x4 3x4 1x4 5x6 9-4-8 9-4-8 18-7-8 9-2-15 28-0-0 9-4-8 -0-11-4 0-11-4 7-0-13 7-0-13 14-0-0 6-11-3 20-11-3 6-11-3 28-0-0 7-0-13 28-11-4 0-11-4 0-6-108-8-100-6-107.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.59 0.70 0.27 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.50 0.07 (loc) 8-10 8-10 8 l/defl >999 >669 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.3 WEDGE Left: 2 X 4 SPF No.3, Right: 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 3-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1173/0-3-8 (min. 0-1-13), 8=1173/0-3-8 (min. 0-1-13) Max Horz 2=196(LC 6) Max Uplift2=-85(LC 7), 8=-85(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1689/106, 3-4=-1506/117, 4-13=-1414/131, 5-13=-1396/155, 5-14=-1396/155, 6-14=-1414/131, 6-7=-1506/117, 7-8=-1689/106 BOT CHORD 2-12=-79/1369, 11-12=0/931, 10-11=0/931, 8-10=0/1369 WEBS 5-10=-56/616, 7-10=-384/182, 5-12=-56/616, 3-12=-384/182 NOTES (8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss FG Truss Type GABLE Qty 1 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897704 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:21 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:9QFtVcsI5DZzeWHy2YeYP8zuA6F-F4jifAlanic5xovSSpMeP8x_zZNZQTwSOXGAr6ytGei Scale = 1:56.3 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 89 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x4 4x6 3x4 3x8 3x8 5x6 28-0-0 28-0-0 -0-11-4 0-11-4 14-0-0 14-0-0 28-0-0 14-0-0 28-11-4 0-11-4 0-6-108-8-100-6-107.00 12 Plate Offsets (X,Y): [2:0-3-8,Edge], [24:0-3-8,Edge], [35:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.11 0.04 0.15 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 25 25 24 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 170 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No.3 WEDGE Left: 2 X 4 SPF No.3, Right: 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-35 with 2 X 4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 28-0-0. (lb) - Max Horz 2=196(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 24, 36, 37, 38, 39, 40, 41, 42, 43, 44, 33, 32, 31, 30, 29, 28, 27, 26 Max Grav All reactions 250 lb or less at joint(s) 2, 24, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 34, 33, 32, 31, 30, 29, 28, 27, 26 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 24, 36, 37, 38, 39, 40, 41, 42, 43, 44, 33, 32, 31, 30, 29, 28, 27, 26. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 12) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard SHEATHING SHOWN IS NOT PART OF COMPONENT DESIGN. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss GG Truss Type GABLE Qty 2 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897705 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:22 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:C1774wq1ZbJFPD8ax7c4KjzuA6H-jHH4tWmCY?lyYyUe0WttxMT5jzgF9xYbdB0jNZytGeh Scale: 3/16"=1’ Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x8 2x8 4x6 2x8 2x8 12-7-0 12-7-0 -1-2-8 1-2-8 6-3-8 6-3-8 12-7-0 6-3-8 13-9-8 1-2-8 1-3-109-8-51-3-1016.00 12 Plate Offsets (X,Y): [7:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.37 0.21 0.12 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.03 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 99 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.3 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19 with 2 X 4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 12-7-0. (lb) - Max Horz 24=254(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 20, 22, 18, 16 except 24=-261(LC 5), 14=-224(LC 6), 21=-105(LC 7), 23=-285(LC 6), 17=-105(LC 8), 15=-262(LC 5) Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 23, 18, 17, 16, 15 except 24=378(LC 6), 14=341(LC 5), 19=277(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-262/209 WEBS 7-19=-261/0 NOTES (13) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 22, 18, 16 except (jt=lb) 24=261, 14=224, 21=105, 23=285, 17=105, 15=262. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 13) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard SHEATHING SHOWN IS NOT PART OF COMPONENT DESIGN. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss GR Truss Type HOWE Qty 2 Ply 2 SOUTHILL B NEW STANDARD Job Reference (optional) I20897706 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:24 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:C1774wq1ZbJFPD8ax7c4KjzuA6H-ffPqICoT3d?goGe17xvL0nZHvnL8ddru4VVqSRytGef Scale = 1:62.8 1 2 3 4 5 10 9 8 7 6 16 17 11 12 13 14 15 3x6 3x6 4x6 4x6 4x6 8x8 3x6 10x10 8x8 3x6 3-0-2 3-0-2 6-3-8 3-3-6 9-6-14 3-3-6 12-7-0 3-0-2 3-0-2 3-0-2 6-3-8 3-3-6 9-6-14 3-3-6 12-7-0 3-0-2 1-3-109-8-51-3-1016.00 12 Plate Offsets (X,Y): [7:0-3-8,0-4-0], [9:0-3-8,0-4-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.96 0.31 0.97 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 0% GRIP 169/123 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 6 SPF-S 2100F 1.8E WEBS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)10=4340/0-3-8 (min. 0-2-10), 6=5508/0-3-8 (min. 0-3-5) Max Horz 10=-241(LC 5) Max Uplift10=-242(LC 8), 6=-306(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3906/260, 2-16=-2949/272, 3-16=-2823/289, 3-17=-2823/289, 4-17=-2949/272, 4-5=-4026/266, 1-10=-3859/229, 5-6=-3959/235 BOT CHORD 10-11=-253/360, 9-11=-253/360, 9-12=-229/2282, 8-12=-229/2282, 8-13=-125/2353, 7-13=-125/2353, 7-14=-50/421, 14-15=-50/421, 6-15=-50/421 WEBS 2-9=-84/1405, 3-8=-365/4383, 4-7=-96/1607, 2-8=-948/189, 4-8=-1075/196, 1-9=-111/2042, 5-7=-118/2052 NOTES (10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2 X 4 - 2 rows at 0-2-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-5-0 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) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=242, 6=306. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1477 lb down and 81 lb up at 2-0-12, 1477 lb down and 81 lb up at 4-0-12, 1477 lb down and 81 lb up at 6-0-12, 1477 lb down and 81 lb up at 8-0-12, and 1477 lb down and 81 lb up at 10-0-12, and 1477 lb down and 81 lb up at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 10) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Continued on page 2 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss GR Truss Type HOWE Qty 2 Ply 2 SOUTHILL B NEW STANDARD Job Reference (optional) I20897706 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:24 2013 Page 2 Timberland Lumber Company, Indianapolis, IN 46218 ID:C1774wq1ZbJFPD8ax7c4KjzuA6H-ffPqICoT3d?goGe17xvL0nZHvnL8ddru4VVqSRytGef LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 6-10=-20, 1-3=-60, 3-5=-60 Concentrated Loads (lb) Vert: 8=-1477(B) 11=-1477(B) 12=-1477(B) 13=-1477(B) 14=-1477(B) 15=-1477(B) Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information Job 1300063 Truss H Truss Type COMMON Qty 4 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897707 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:25 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:C1774wq1ZbJFPD8ax7c4KjzuA6H-8szCVYp5qw7XPQDDheRaZ_5X_BXMMCZ1J9EN_tytGee Scale = 1:73.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 3x6 5x6 3x6 5x6 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 5x6 3x6 9-5-13 9-5-13 18-10-0 9-4-3 28-2-3 9-4-3 37-8-0 9-5-13 6-4-6 6-4-6 12-7-3 6-2-13 18-10-0 6-2-13 25-0-13 6-2-13 31-3-10 6-2-13 37-8-0 6-4-6 38-7-4 0-11-4 0-6-1011-6-70-6-107.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.68 0.95 0.49 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.56 0.14 (loc) 1-15 1-15 9 l/defl >999 >799 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.3 WEDGE Left: 2 X 4 SPF No.3, Right: 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 3-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 4-13 with 2 X 4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1497/Mechanical, 9=1564/0-3-8 (min. 0-2-7) Max Horz 1=-266(LC 5) Max Uplift1=-69(LC 7), 9=-103(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2454/148, 2-3=-2234/144, 3-4=-2112/163, 4-16=-1572/145, 5-16=-1402/179, 5-17=-1403/180, 6-17=-1572/146, 6-7=-2043/159, 7-8=-2215/139, 8-9=-2431/142 BOT CHORD 1-15=-149/2028, 14-15=-43/1664, 13-14=-43/1664, 12-13=0/1657, 11-12=0/1657, 9-11=-29/1999 WEBS 5-13=-66/1108, 6-13=-666/171, 6-11=-7/500, 8-11=-269/156, 4-13=-684/173, 4-15=-12/513, 2-15=-291/159 NOTES (9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=103. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 9) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss H1 Truss Type COMMON Qty 7 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897708 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:26 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:C1774wq1ZbJFPD8ax7c4KjzuA6H-c2WajupjbEFO1aoQFMyp5Beikasb5fpBYp_wWKytGed Scale = 1:73.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 173x6 5x6 3x6 5x6 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 5x6 3x6 9-5-13 9-5-13 18-10-0 9-4-3 28-2-3 9-4-3 37-8-0 9-5-13 -0-11-4 0-11-4 6-4-6 6-4-6 12-7-3 6-2-13 18-10-0 6-2-13 25-0-13 6-2-13 31-3-10 6-2-13 37-8-0 6-4-6 0-6-1011-6-70-6-107.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.68 0.95 0.49 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.56 0.14 (loc) 10-11 10-11 10 l/defl >999 >799 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.3 WEDGE Left: 2 X 4 SPF No.3, Right: 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 3-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 5-13 with 2 X 4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1564/0-3-8 (min. 0-2-7), 10=1497/Mechanical Max Horz 2=266(LC 6) Max Uplift2=-103(LC 7), 10=-69(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2430/142, 3-4=-2215/139, 4-5=-2043/158, 5-16=-1572/146, 6-16=-1403/180, 6-17=-1402/179, 7-17=-1572/145, 7-8=-2112/163, 8-9=-2234/144, 9-10=-2454/148 BOT CHORD 2-15=-148/1999, 14-15=-46/1657, 13-14=-46/1657, 12-13=0/1664, 11-12=0/1664, 10-11=-49/2028 WEBS 6-13=-66/1108, 7-13=-684/173, 7-11=-12/513, 9-11=-291/159, 5-13=-666/171, 5-15=-7/500, 3-15=-269/155 NOTES (9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=103. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 9) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss H2 Truss Type COMMON Qty 5 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897709 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:27 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:C1774wq1ZbJFPD8ax7c4KjzuA6H-4E4zwDqLMYNFfjNcp3T2ePAtA_Cnq60KnTjU2mytGec Scale = 1:73.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 3x6 5x6 3x6 5x6 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 5x6 3x6 9-5-13 9-5-13 18-10-0 9-4-3 28-2-3 9-4-3 37-8-0 9-5-13 6-4-6 6-4-6 12-7-3 6-2-13 18-10-0 6-2-13 25-0-13 6-2-13 31-3-10 6-2-13 37-8-0 6-4-6 0-6-1011-6-70-6-107.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.64 0.95 0.49 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.56 0.14 (loc) 1-14 1-14 9 l/defl >999 >800 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.3 WEDGE Left: 2 X 4 SPF No.3, Right: 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 3-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 4-12 with 2 X 4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1502/Mechanical, 9=1502/Mechanical Max Horz 1=-261(LC 5) Max Uplift1=-69(LC 7), 9=-69(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2462/148, 2-3=-2242/144, 3-4=-2120/163, 4-15=-1580/146, 5-15=-1411/180, 5-16=-1411/180, 6-16=-1580/146, 6-7=-2120/163, 7-8=-2242/144, 8-9=-2462/148 BOT CHORD 1-14=-154/2035, 13-14=-48/1671, 12-13=-48/1671, 11-12=0/1671, 10-11=0/1671, 9-10=-49/2035 WEBS 5-12=-66/1115, 6-12=-678/173, 6-10=-12/514, 8-10=-290/159, 4-12=-678/173, 4-14=-12/514, 2-14=-290/159 NOTES (8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss HE Truss Type GABLE Qty 1 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897710 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:29 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:C1774wq1ZbJFPD8ax7c4KjzuA6H-0dCjLvsbu9dzu1W_wUVWjqGMmo6II56dEnCb7fytGea Scale = 1:73.9 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 12 3 4 5 6 7 8 9 10 11 12 13 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 61 625x9 5x6 3x8 3x6 5x6 3x8 3x6 37-8-0 37-8-0 -0-11-4 0-11-4 18-10-0 18-10-0 37-8-0 18-10-0 0-6-1011-6-70-6-107.00 12 Plate Offsets (X,Y): [2:0-3-8,Edge], [11:0-4-4,0-3-4], [22:0-3-0,0-3-0], [31:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.12 0.05 0.13 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 1 1 31 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 272 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No.3 WEDGE Left: 2 X 4 SPF No.3, Right: 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 17-46, 16-47, 15-48, 14-49, 18-45, 19-44, 20-43 with 2 X 4 SPF No.2 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 37-8-0. (lb) - Max Horz 2=266(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 47, 48, 49, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 44, 43, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31 Max Grav All reactions 250 lb or less at joint(s) 2, 46, 47, 48, 49, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 45, 44, 43, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-256/172 NOTES (12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 47, 48, 49, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 44, 43, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 12) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard SHEATHING SHOWN IS NOT PART OF COMPONENT DESIGN. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss HG Truss Type FINK Qty 1 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897711 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:31 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:C1774wq1ZbJFPD8ax7c4KjzuA6H-y?KTmbtsQmtg8LgN2vY_oFLZCbckmsOwh5hhCXytGeY Scale = 1:75.1 Sheet Front Right Option 9-3-9 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 35 34 33 32 31 30 29 28 27 26 25 46 45 38 36 37 39 40 41 42 43 44 473x6 5x6 3x6 5x6 3x6 5x9 5x6 3x4 3x4 3x8 3x6 6x6 9-4-8 9-4-8 18-7-8 9-2-15 28-4-7 9-8-15 37-8-0 9-3-9 -0-11-4 0-11-4 7-0-13 7-0-13 13-8-9 6-7-12 14-0-0 0-3-7 18-10-0 4-10-0 20-11-3 2-1-3 37-8-0 16-8-13 0-6-1011-6-70-6-107.00 12 Plate Offsets (X,Y): [24:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.70 0.82 0.72 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.49 0.08 (loc) 2-35 2-35 24 l/defl >999 >691 n/a L/d 240 180 n/a PLATES MT20 Weight: 223 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.3 WEDGE Left: 2 X 4 SPF No.3, Right: 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 3-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 36, 39, 41, 43, 45 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 9-11-8 except (jt=length) 2=0-3-8. (lb) - Max Horz 2=266(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 29, 28, 27, 26, 25, 24 except 30=-457(LC 4), 31=-125(LC 8) Max Grav All reactions 250 lb or less at joint(s) 29, 28, 27, 26, 25, 24 except 2=1264(LC 2), 31=1492(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1860/83, 3-4=-1677/112, 4-5=-1553/132, 5-6=-388/28, 6-7=-333/15, 7-8=-304/38, 8-9=-270/54, 9-10=-271/69, 10-11=-276/47, 11-12=-271/46, 12-47=-277/41, 13-47=-282/34, 13-14=-295/37, 14-15=-296/37, 15-16=-339/19, 16-17=-352/12, 18-19=-282/52, 19-20=-275/57, 20-21=-275/60, 21-22=-283/62, 22-23=-311/64, 23-24=-370/74 BOT CHORD 2-35=-91/1515, 34-35=-23/1079, 33-34=-23/1079, 32-33=0/1319, 31-32=0/1319, 30-31=-56/311, 29-30=-56/311, 28-29=-56/311, 27-28=-56/311, 26-27=-56/311, 25-26=-56/311, 24-25=-56/311 WEBS 5-46=-1209/145, 45-46=-1203/126, 38-45=-1232/141, 36-38=-1248/148, 36-37=-1223/137, 37-39=-1274/151, 39-40=-1269/149, 40-41=-1340/169, 41-42=-1353/173, 42-43=-1370/178, 43-44=-1405/187, 31-44=-1356/176, 3-35=-346/181, 33-39=-379/135, 5-35=-57/583, 5-33=-3/591, 17-31=-538/208 NOTES (9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 29, 28, 27, 26, 25, 24 except (jt=lb) 30=457, 31=125. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 9) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard SHEATHING SHOWN IS NOT PART OF COMPONENT DESIGN. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss PB1 Truss Type GABLE Qty 1 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897712 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:32 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:jsUcluFCZYGUQgQi50NJkCzu7yt-QCuszxuUB4?XlVFZbc3DLSutg?74VUk3wlRFkzytGeX Scale = 1:17.4 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 2 3 4 6 1 5 4x6 2x4 2x4 1x4 4-11-2 4-11-2 2-5-9 2-5-9 4-11-2 2-5-9 2-10-80-1-1014.00 12 Plate Offsets (X,Y): [3:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.08 0.05 0.01 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 4-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 4-11-2. (lb) - Max Horz 1=-64(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 2=-120(LC 7), 4=-102(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4, 6 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 2=120 , 4=102. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 12) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard SHEATHING SHOWN IS NOT PART OF COMPONENT DESIGN. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss PB2 Truss Type SPECIAL Qty 15 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897713 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:32 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:jsUcluFCZYGUQgQi50NJkCzu7yt-QCuszxuUB4?XlVFZbc3DLSutq?74VUi3wlRFkzytGeX Scale = 1:16.7 1 2 3 4 5 6 4x6 2x4 2x4 1x4 4-11-2 4-11-2 2-5-9 2-5-9 4-11-2 2-5-9 0-5-102-10-80-1-100-5-100-1-1014.00 12 Plate Offsets (X,Y): [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.07 0.05 0.02 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 15 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 4-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=119/3-10-11 (min. 0-1-8), 4=119/3-10-11 (min. 0-1-8), 6=111/3-10-11 (min. 0-1-8) Max Horz 2=-59(LC 5) Max Uplift2=-23(LC 7), 4=-27(LC 8) Max Grav 2=119(LC 1), 4=119(LC 1), 6=118(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 10) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss V1 Truss Type VALLEY Qty 1 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897714 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:33 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:5oMewItYcqphtqRLAzg0UZzuA6D-vOSEBHv6yO7ONeqm9KaSugQ3kPRcExBD9PAoGQytGeW Scale = 1:8.5 1 2 3 2x4 3x4 2x4 3-10-4 3-10-4 1-11-2 1-11-2 3-10-4 1-11-2 1-1-87.00 12 Plate Offsets (X,Y): [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.06 0.16 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.3 BOT CHORD 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 3-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=111/3-10-4 (min. 0-1-8), 3=111/3-10-4 (min. 0-1-8) Max Horz 1=-19(LC 3) Max Uplift1=-5(LC 5), 3=-5(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 7) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss V2 Truss Type VALLEY Qty 1 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897715 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:39 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:Z?w07duAN7xYV_0XkgBF1nzuA6C-jYpVRKztXEuY5ZHvWbhs7xg?aqT?ef15XKd7U3ytGeQ Scale = 1:16.3 1 2 3 4 5 6 2x4 4x6 2x4 1x4 7-10-4 7-10-4 3-11-2 3-11-2 7-10-4 3-11-2 2-3-87.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.36 0.22 0.04 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.3 BOT CHORD 2 X 4 SPF No.3 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=141/7-10-4 (min. 0-1-8), 3=141/7-10-4 (min. 0-1-8), 4=261/7-10-4 (min. 0-1-8) Max Horz 1=-46(LC 5) Max Uplift1=-21(LC 7), 3=-24(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss V3 Truss Type VALLEY Qty 1 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897716 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:40 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:Z?w07duAN7xYV_0XkgBF1nzuA6C-BkNtfg_VIX0Pjjs63IC5g8DC3Eq7N5AEm_Ng0WytGeP Scale = 1:22.9 1 2 3 4 5 8 7 6 9 10 3x4 4x6 3x4 1x4 1x4 1x4 1x4 1x4 11-10-4 11-10-4 5-11-2 5-11-2 11-10-4 5-11-2 3-5-87.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.25 0.16 0.05 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.3 BOT CHORD 2 X 4 SPF No.3 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 11-10-4. (lb) - Max Horz 1=73(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=296(LC 3), 8=296(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 8. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss V4 Truss Type VALLEY Qty 1 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897717 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:41 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:Z?w07duAN7xYV_0XkgBF1nzuA6C-gxwFs0?73r8GKtRId?jKCMmMMdAY6XsO?e6DYyytGeO Scale = 1:30.2 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x4 1x4 1x4 1x4 1x4 1x4 15-10-4 15-10-4 7-11-2 7-11-2 15-10-4 7-11-2 4-7-87.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.27 0.15 0.08 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.3 BOT CHORD 2 X 4 SPF No.3 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 15-10-4. (lb) - Max Horz 1=-100(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=273(LC 1), 6=348(LC 3), 9=348(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-257/115, 2-9=-257/115 NOTES (8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 9. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss V5 Truss Type VALLEY Qty 1 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897718 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:42 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:jsUcluFCZYGUQgQi50NJkCzu7yt-87Ue3M0lq9G7y10UBjEZlZIY41W3r?3XDIsn4OytGeN Scale = 1:22.9 1 2 3 42x4 4x6 2x4 1x4 5-7-7 5-7-7 2-9-12 2-9-12 5-7-7 2-9-12 3-3-614.00 12 Plate Offsets (X,Y): [2:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.21 0.13 0.02 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.3 BOT CHORD 2 X 4 SPF No.3 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 5-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=124/5-7-7 (min. 0-1-8), 3=124/5-7-7 (min. 0-1-8), 4=151/5-7-7 (min. 0-1-8) Max Horz 1=-71(LC 5) Max Uplift1=-23(LC 8), 3=-19(LC 7) Max Grav 1=124(LC 1), 3=124(LC 1), 4=154(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss V6 Truss Type VALLEY Qty 1 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897719 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:42 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:jsUcluFCZYGUQgQi50NJkCzu7yt-87Ue3M0lq9G7y10UBjEZlZIaC1YOr?EXDIsn4OytGeN Scale = 1:13.6 1 2 3 4 2x4 4x6 2x4 1x4 3-7-7 3-7-7 1-9-12 1-9-12 3-7-7 1-9-12 2-1-614.00 12 Plate Offsets (X,Y): [2:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.08 0.05 0.01 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.3 BOT CHORD 2 X 4 SPF No.3 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 3-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=74/3-7-7 (min. 0-1-8), 3=74/3-7-7 (min. 0-1-8), 4=90/3-7-7 (min. 0-1-8) Max Horz 1=-42(LC 5) Max Uplift1=-14(LC 8), 3=-12(LC 7) Max Grav 1=74(LC 1), 3=74(LC 1), 4=92(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss V7 Truss Type VALLEY Qty 1 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897720 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:43 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:jsUcluFCZYGUQgQi50NJkCzu7yt-cJ20Hi1NbSOzaBbhlQloInrm?Ru1aSfhSybKdrytGeM Scale = 1:7.6 1 2 3 2x4 3x4 2x4 1-7-7 1-7-7 0-9-12 0-9-12 1-7-7 0-9-12 0-11-614.00 12 Plate Offsets (X,Y): [2:Edge,0-3-1] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.01 0.02 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.3 BOT CHORD 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 1-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=39/1-7-7 (min. 0-1-8), 3=39/1-7-7 (min. 0-1-8) Max Horz 1=14(LC 4) Max Uplift1=-1(LC 6), 3=-1(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 7) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss V8 Truss Type VALLEY Qty 2 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897721 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:44 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:C1774wq1ZbJFPD8ax7c4KjzuA6H-4WcOU11?MmWqBLAtI8G1q_OskrCjJtHqhcLt9HytGeL Scale = 1:55.1 1 2 3 4 5 8 7 6 9 10 3x4 4x6 3x4 1x4 1x4 1x4 1x4 1x4 12-6-9 12-6-9 6-3-4 6-3-4 12-6-9 6-3-4 8-4-616.00 12 Plate Offsets (X,Y): [3:Edge,0-1-13], [4:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.33 0.19 0.17 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.3 BOT CHORD 2 X 4 SPF No.3 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 12-6-9. (lb) - Max Horz 1=-201(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-215(LC 7), 6=-215(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=283(LC 2), 6=283(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-217/255, 4-6=-217/255 NOTES (8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=215 , 6=215. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss V9 Truss Type VALLEY Qty 2 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897722 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:45 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:C1774wq1ZbJFPD8ax7c4KjzuA6H-YiAmiN2e74ehpUl3sroGNCw1bFXz2LH_vG4RhjytGeK Scale: 1/4"=1’ 1 2 3 4 5 8 7 6 9 10 3x4 4x6 3x4 1x4 1x4 1x4 1x4 1x4 10-9-9 10-9-9 5-4-12 5-4-12 10-9-9 5-4-12 7-2-616.00 12 Plate Offsets (X,Y): [3:Edge,0-1-13], [4:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.32 0.18 0.12 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.3 BOT CHORD 2 X 4 SPF No.3 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 10-9-9. (lb) - Max Horz 1=-171(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-120(LC 5), 8=-217(LC 7), 6=-217(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=284(LC 2), 6=284(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-229/274, 4-6=-229/274 NOTES (8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 1=120, 8=217, 6=217. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss V10 Truss Type VALLEY Qty 2 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897723 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:34 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:C1774wq1ZbJFPD8ax7c4KjzuA6H-Na?cOdwkjhFF?oPyj15hQtz7Dpk8zNxMO3wMosytGeV Scale = 1:41.6 1 2 3 4 5 6 2x8 4x6 2x8 1x4 9-0-9 9-0-9 4-6-4 4-6-4 9-0-9 4-6-4 6-0-616.00 12 Plate Offsets (X,Y): [1:0-4-6,0-1-0], [2:Edge,0-1-13], [3:0-4-6,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.40 0.33 0.10 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.3 BOT CHORD 2 X 4 SPF No.3 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=197/9-0-9 (min. 0-1-8), 3=197/9-0-9 (min. 0-1-8), 4=284/9-0-9 (min. 0-1-8) Max Horz 1=-142(LC 5) Max Uplift1=-20(LC 8), 3=-14(LC 7), 4=-7(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss V11 Truss Type VALLEY Qty 2 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897724 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:35 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:C1774wq1ZbJFPD8ax7c4KjzuA6H-rnZ_bywMU?N6cy_8Hlcwz5WI9D6liryVcjfvLIytGeU Scale = 1:33.7 1 2 3 42x4 4x6 2x4 1x4 7-3-9 7-3-9 3-7-12 3-7-12 7-3-9 3-7-12 4-10-616.00 12 Plate Offsets (X,Y): [2:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.38 0.24 0.05 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.3 BOT CHORD 2 X 4 SPF No.3 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=172/7-3-9 (min. 0-1-8), 3=172/7-3-9 (min. 0-1-8), 4=193/7-3-9 (min. 0-1-8) Max Horz 1=-113(LC 5) Max Uplift1=-36(LC 8), 3=-31(LC 7) Max Grav 1=172(LC 1), 3=172(LC 1), 4=204(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss V12 Truss Type VALLEY Qty 2 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897725 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:36 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:C1774wq1ZbJFPD8ax7c4KjzuA6H-Jz7MpIx_FJVzE6ZLqS79VI2WccTgRIZfrNPStlytGeT Scale = 1:26.1 1 2 3 42x4 4x6 2x4 1x4 5-6-9 5-6-9 2-9-4 2-9-4 5-6-9 2-9-4 3-8-616.00 12 Plate Offsets (X,Y): [2:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.21 0.13 0.02 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.3 BOT CHORD 2 X 4 SPF No.3 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 5-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=127/5-6-9 (min. 0-1-8), 3=127/5-6-9 (min. 0-1-8), 4=143/5-6-9 (min. 0-1-8) Max Horz 1=-83(LC 5) Max Uplift1=-27(LC 8), 3=-23(LC 7) Max Grav 1=127(LC 1), 3=127(LC 1), 4=151(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss V13 Truss Type VALLEY Qty 2 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897726 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:37 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:C1774wq1ZbJFPD8ax7c4KjzuA6H-n9hl0eyc?cdqsG7XOAeO2WbjH0r5Al_o4180PBytGeS Scale = 1:15.8 1 2 3 4 2x4 4x6 2x4 1x4 3-9-9 3-9-9 1-10-12 1-10-12 3-9-9 1-10-12 2-6-616.00 12 Plate Offsets (X,Y): [2:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.09 0.06 0.01 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.3 BOT CHORD 2 X 4 SPF No.3 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 3-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=82/3-9-9 (min. 0-1-8), 3=82/3-9-9 (min. 0-1-8), 4=92/3-9-9 (min. 0-1-8) Max Horz 1=-54(LC 5) Max Uplift1=-17(LC 8), 3=-15(LC 7) Max Grav 1=82(LC 1), 3=82(LC 1), 4=98(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300063 Truss V14 Truss Type VALLEY Qty 2 Ply 1 SOUTHILL B NEW STANDARD Job Reference (optional) I20897727 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 07:49:38 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:C1774wq1ZbJFPD8ax7c4KjzuA6H-FMF7E_zFmwmhTQijytAdbj8v6QBUvCQyIguZxdytGeR Scale = 1:9.8 1 2 3 2x4 3x4 2x4 2-0-9 2-0-9 1-0-4 1-0-4 2-0-9 1-0-4 1-4-616.00 12 Plate Offsets (X,Y): [2:Edge,0-3-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.02 0.05 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.3 BOT CHORD 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 2-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=59/2-0-9 (min. 0-1-8), 3=59/2-0-9 (min. 0-1-8) Max Horz 1=-25(LC 3) Max Uplift1=-3(LC 6), 3=-3(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 7) If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2013 by ALSC or proposed by SPIB. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.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 owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.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 specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)' 2012 MiTekﬁ All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 02/26/2013WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBS SYP represents values as published by AWC in the 2005/2012 NDS SP represents ALSC approved/new values with effective date of June 1, 2013 Southern Pine lumber designations are as follows: