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HomeMy WebLinkAboutSt. Michaels A (updated)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 ST MICHAELS A STANDARD Pages or sheets covered by this seal: I20900931 thru I20900957 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. 1300365 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 314-434-1200 MiTek USA, Inc. July 29,2013 Job 1300365 Truss A Truss Type COMMON Qty 4 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900931 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:00 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:MNTKFOh1EEJAxWDdYUYGlJytDTN-c8QyQ4QDjFic7ogyYxXNKHjvbfezyJSmIRqZDJytDNz Scale = 1:69.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 3x4 6x6 3x4 6x10 6x6 6x6 6x10 1x4 1x4 6x10 6x6 6x6 10-0-0 10-0-0 20-0-0 10-0-0 -0-11-4 0-11-4 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 20-11-4 0-11-4 0-11-1110-11-110-11-1112.00 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) 0.31 0.62 0.25 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.35 0.02 (loc) 10-12 2-12 10 l/defl >999 >681 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 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 6 SPF No.2 3-9-1, Right 2 X 6 SPF No.2 3-9-1 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)2=856/0-3-8 (min. 0-1-8), 10=856/0-3-8 (min. 0-1-8) Max Horz 2=248(LC 6) Max Uplift 2=-49(LC 7), 10=-49(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-857/61, 3-4=-749/101, 4-5=-670/111, 5-13=-570/126, 6-13=-520/149, 6-14=-520/149, 7-14=-570/126, 7-8=-670/111, 8-9=-680/101, 9-10=-857/61 BOT CHORD 2-12=-74/530, 10-12=0/530 WEBS 6-12=-92/544 NOTES 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=1.33 plate grip DOL=1.33 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 100 lb uplift at joint(s) 2, 10. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss A1 Truss Type COMMON Qty 2 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900932 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:01 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:MNTKFOh1EEJAxWDdYUYGlJytDTN-4K_KeQRrTZqTlyF85e2ctVG4G3_BhldwW5a7llytDNy Scale = 1:69.0 1 2 3 4 5 6 7 8 9 10 11 12 13 3x4 6x6 3x4 6x10 6x6 6x6 6x10 1x4 1x4 6x10 6x6 6x6 10-0-0 10-0-0 20-0-0 10-0-0 -0-11-4 0-11-4 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 0-11-1110-11-110-11-1112.00 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) 0.31 0.62 0.26 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.35 0.02 (loc) 10-11 10-11 10 l/defl >999 >678 n/a L/d 240 180 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 SLIDER Left 2 X 6 SPF No.2 3-9-1, Right 2 X 6 SPF No.2 3-9-1 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)2=858/0-3-8 (min. 0-1-8), 10=799/Mechanical Max Horz 2=252(LC 6) Max Uplift 2=-49(LC 7), 10=-24(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-859/62, 3-4=-682/102, 4-5=-672/113, 5-12=-572/127, 6-12=-511/150, 6-13=-522/149, 7-13=-572/126, 7-8=-673/112, 8-9=-755/101, 9-10=-859/61 BOT CHORD 2-11=-78/531, 10-11=0/534 WEBS 6-11=-94/545 NOTES 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=1.33 plate grip DOL=1.33 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) 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) 2, 10. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss AG Truss Type GABLE Qty 1 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900933 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:03 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:MNTKFOh1EEJAxWDdYUYGlJytDTN-0j6426T5?A5B_FPWD344ywLP?tnQ9h5D_O3EqdytDNw Scale = 1:70.0 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 37 38 6x6 3x10 3x10 6x6 2x4 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 2x4 2x4 2x4 20-0-0 20-0-0 -0-11-4 0-11-4 10-0-0 10-0-0 20-0-0 10-0-0 20-11-4 0-11-4 0-11-1110-11-110-11-1112.00 12 Plate Offsets (X,Y): [20:0-5-8,0-1-8], [36:0-5-8,0-1-8] 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 YES IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.29 0.19 0.13 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.01 (loc) 19 19 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 153 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 10-28, 9-29, 11-27 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 20-0-0. (lb) - Max Horz 36=259(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 33, 34, 27, 26, 25, 24, 23, 22 except 36=-253(LC 5), 20=-165(LC 6), 35=-310(LC 6), 21=-262(LC 8) Max Grav All reactions 250 lb or less at joint(s) 28, 29, 30, 31, 32, 33, 34, 35, 27, 26, 25, 24, 23, 22, 21 except 36=440(LC 6), 20=352(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-301/186, 2-36=-258/160 NOTES 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=1.33 plate grip DOL=1.33 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) 29, 30, 31, 32, 33, 34, 27, 26, 25, 24, 23, 22 except (jt=lb) 36=253, 20=165, 35=310, 21=262. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss AR Truss Type COMMON Qty 1 Ply 2 ST MICHAELS A STANDARD Job Reference (optional) I20900934 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:04 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:dxjlNAUQq822dcNF9amjOWy9PCX-UvgTGSUjmUD2cP_jnnbJU7ucUH2Fu2NMD2onM4ytDNv Scale = 1:69.9 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 3x4 6x6 3x4 3x10 6x6 6x6 6x6 3x6 2x4 3x10 3x6 2x4 4x12 6x6 6x6 5-1-12 5-1-12 10-0-0 4-10-4 14-10-0 4-10-0 19-11-8 5-1-8 5-1-12 5-1-12 10-0-0 4-10-4 14-10-0 4-10-0 19-11-8 5-1-8 20-3-8 0-4-0 0-11-1110-11-110-5-812.00 12 Plate Offsets (X,Y): [1:0-2-10,0-1-6], [7:0-5-5,0-0-0] 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) 0.18 0.47 0.58 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.11 0.02 (loc) 11-13 11-13 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 242 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 SLIDER Left 2 X 6 SPF No.2 3-4-0, Right 2 X 6 SPF No.2 3-3-13 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=2799/0-3-8 (min. 0-2-3), 7=3197/0-3-8 (min. 0-2-8) Max Horz 1=-245(LC 5) Max Uplift 1=-197(LC 8), 7=-257(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3176/301, 2-3=-2155/272, 3-15=-2057/288, 4-15=-1997/309, 4-16=-1998/309, 5-16=-2057/288, 5-6=-2154/272, 6-7=-3175/301 BOT CHORD 1-17=-212/2055, 14-17=-212/2055, 14-18=-212/2055, 13-18=-212/2055, 12-13=-212/2055, 12-19=-212/2055, 11-19=-212/2055, 11-20=-123/2046, 20-21=-123/2046, 10-21=-123/2046, 10-22=-123/2046, 9-22=-123/2046, 9-23=-123/2046, 7-23=-123/2046 WEBS 2-13=-75/1226, 2-11=-943/227, 4-11=-325/2604, 6-11=-934/227, 6-10=-76/1229 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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=1.33 plate grip DOL=1.33 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) 1=197, 7=257. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 431 lb down and 43 lb up at 2-0-12, 431 lb down and 43 lb up at 4-0-12, 431 lb down and 43 lb up at 6-0-12, 431 lb down and 43 lb up at 8-0-12, 431 lb down and 43 lb up at 10-0-12, 431 lb down and 43 lb up at 12-0-12, 431 lb down and 43 lb up at 14-0-12, 431 lb down and 43 lb up at 16-0-12, and 431 lb down and 43 lb up at 18-0-12, and 431 lb down and 43 lb up at 19-11-4 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. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss AR Truss Type COMMON Qty 1 Ply 2 ST MICHAELS A STANDARD Job Reference (optional) I20900934 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:05 2013 Page 2 Timberland Lumber Company, Indianapolis, IN 46218 ID:dxjlNAUQq822dcNF9amjOWy9PCX-y5DrTnULXnLvDZZvKU7Y1LQnEgNUdVdWRiYKuWytDNu LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-8=-20 Concentrated Loads (lb) Vert: 1=-79 12=-431(B) 11=-431(B) 7=-431(B) 17=-431(B) 18=-431(B) 19=-431(B) 20=-431(B) 21=-431(B) 22=-431(B) 23=-431(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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information Job 1300365 Truss B Truss Type SPECIAL Qty 10 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900935 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:06 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:qZ1jSkig?YR1Zgop6C3VHXytDTM-QInDh7VzI5Tmrj85uBenaYzq64fQMwwfgMHuQyytDNt Scale = 1:74.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 3x6 6x6 3x6 6x6 3x6 2x8 2x8 3x6 3x4 2x4 3x4 3x4 6x6 6x10 3x6 6x6 6-11-9 6-11-9 13-5-0 6-5-7 20-0-0 6-7-0 20-0-8 0-0-8 28-4-13 8-4-5 36-0-0 7-7-3 -0-11-4 0-11-4 5-9-15 5-9-15 11-5-13 5-7-14 17-1-11 5-7-14 20-0-8 2-10-13 28-4-13 8-4-5 36-0-0 7-7-3 0-6-610-6-60-6-61-0-07.00 12 Plate Offsets (X,Y): [2:Edge,0-3-2], [7:0-4-10,Edge], [10:Edge,0-3-2], [14:0-4-0,0-2-12] 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) 0.69 0.74 0.70 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.22 0.02 (loc) 11-13 10-11 10 l/defl >999 >873 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 *Except* 7-13: 2 X 4 SPF No.3 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 5-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-14 WEBS 1 Row at midpt 6-14, 9-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=704/0-3-8 (min. 0-1-8), 14=1803/0-3-8 (min. 0-2-13), 10=421/Mechanical Max Horz 2=-254(LC 5) Max Uplift 2=-68(LC 7), 14=-74(LC 8), 10=-31(LC 8) Max Grav 2=779(LC 2), 14=1803(LC 1), 10=453(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1034/64, 3-4=-914/101, 4-5=-759/132, 5-18=-459/116, 6-18=-333/147, 6-7=0/440, 7-19=0/521, 8-19=0/403, 8-9=0/298, 9-10=-520/58 BOT CHORD 2-17=-134/804, 16-17=-109/452, 15-16=-109/452, 7-14=-494/177, 10-11=0/358 WEBS 3-17=-286/147, 5-17=-75/508, 5-15=-613/190, 6-15=-108/762, 6-14=-1097/50, 11-14=-9/352, 9-14=-717/170, 9-11=0/332 NOTES 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=1.33 plate grip DOL=1.33 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) 2, 14, 10. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss BG Truss Type GABLE Qty 1 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900936 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:09 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:qZ1jSkig?YR1Zgop6C3VHXytDTM-rsTLJ9Xsb0rKiAsgZKBUBBbU8IpnZP75MKWY1HytDNq Scale = 1:74.1 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 16 17 18 19 21 22 23 24 25 26 27 28 29 30 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 4241 4039 38 37 36 35 34 33 32 31 59 603x6 6x6 3x6 6x6 6x6 6x6 6x6 6x6 20-0-8 20-0-8 36-0-0 15-11-8 -0-11-4 0-11-4 17-1-11 17-1-11 20-0-8 2-10-13 36-0-0 15-11-8 0-6-610-6-61-0-00-6-61-0-07.00 12 Plate Offsets (X,Y): [2:Edge,0-3-2], [30:Edge,0-3-2] 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 0.25 0.16 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 1 1 30 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 259 lb FT = 0% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 *Except* 18-42: 2 X 4 SPF No.3 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. Except: 1 Row at midpt 18-43 WEBS 1 Row at midpt 15-46, 14-47, 13-48, 16-45, 17-44, 19-41 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 36-0-0. (lb) - Max Horz 2=-254(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 42, 47, 48, 49, 51, 52, 53, 54, 55, 56, 57, 58, 44, 41, 40, 39, 37, 36, 35, 34, 33, 32, 31 except 43=-202(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2, 42, 46, 47, 48, 49, 51, 52, 53, 54, 55, 56, 57, 58, 45, 44, 41, 40, 39, 37, 36, 35, 34, 33, 32, 31, 30, 43 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 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=1.33 plate grip DOL=1.33 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) Bearing at joint(s) 43 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 42, 47, 48, 49, 51, 52, 53, 54, 55, 56, 57, 58, 44, 41, 40, 39, 37, 36, 35, 34, 33, 32, 31 except (jt=lb) 43=202. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 46, 47, 48, 49, 51, 52, 53, 54, 55, 56, 57, 58, 45, 44. 13) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss CG Truss Type GABLE Qty 1 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900937 7.250 s Jan 25 2012 MiTek Industries, Inc. Mon Jul 29 15:50:46 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:qZ1jSkig?YR1Zgop6C3VHXytDTM-s7zET7X6Mx8MXYsK79Xg59mCzHm2jG63Uzp89Oyt9bN Scale = 1:44.4 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 6x6 3x10 12-0-0 12-0-0 -0-11-4 0-11-4 6-0-0 6-0-0 12-0-0 6-0-0 12-11-4 0-11-4 6-11-1112.00 12 Plate Offsets (X,Y): [14:0-2-2,0-1-8], [24:0-5-8,0-1-8] 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) 0.20 0.12 0.12 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: 73 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)24=137/12-0-0 (min. 0-1-11), 14=137/12-0-0 (min. 0-1-11), 19=107/12-0-0 (min. 0-1-11), 20=108/12-0-0 (min. 0-1-11), 21=106/12-0-0 (min. 0-1-11), 22=111/12-0-0 (min. 0-1-11), 23=18/12-0-0 (min. 0-1-11), 18=108/12-0-0 (min. 0-1-11), 17=106/12-0-0 (min. 0-1-11), 16=111/12-0-0 (min. 0-1-11), 15=18/12-0-0 (min. 0-1-11) Max Horz 24=166(LC 6) Max Uplift 24=-161(LC 5), 14=-114(LC 6), 20=-26(LC 7), 21=-60(LC 7), 22=-43(LC 7), 23=-190(LC 6), 18=-24(LC 8), 17=-61(LC 8), 16=-43(LC 8), 15=-160(LC 5) Max Grav 24=253(LC 6), 14=206(LC 5), 19=151(LC 8), 20=123(LC 2), 21=106(LC 1), 22=111(LC 1), 23=137(LC 5), 18=123(LC 3), 17=106(LC 1), 16=111(LC 1), 15=107(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-24=-166/103, 1-2=0/77, 2-3=-168/121, 3-4=-103/89, 4-5=-63/83, 5-6=-29/110, 6-7=-41/132, 7-8=-41/124, 8-9=-29/96, 9-10=-38/58, 10-11=-77/63, 11-12=-135/87, 12-13=0/77, 12-14=-166/73 BOT CHORD 23-24=-42/126, 22-23=-42/126, 21-22=-42/126, 20-21=-42/126, 19-20=-42/126, 18-19=-42/126, 17-18=-42/126, 16-17=-42/126, 15-16=-42/126, 14-15=-42/126 WEBS 7-19=-135/0, 6-20=-96/43, 5-21=-80/74, 4-22=-82/68, 3-23=-61/86, 8-18=-96/41, 9-17=-80/75, 10-16=-82/68, 11-15=-50/75 NOTES 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=1.33 plate grip DOL=1.33 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 161 lb uplift at joint 24, 114 lb uplift at joint 14 , 26 lb uplift at joint 20, 60 lb uplift at joint 21, 43 lb uplift at joint 22, 190 lb uplift at joint 23, 24 lb uplift at joint 18, 61 lb uplift at joint 17, 43 lb uplift at joint 16 and 160 lb uplift at joint 15. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss CR Truss Type COMMON Qty 1 Ply 2 ST MICHAELS A STANDARD Job Reference (optional) I20900938 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:11 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:qZ1jSkig?YR1Zgop6C3VHXytDTM-nFb6krZ67d52yU03hlDyHcgmQ5NG1B1Oqe?f6AytDNo Scale = 1:44.2 1 2 3 6 5 4 7 8 9 108x8 6x6 6x6 6x6 8x8 6x6 6x6 3x10 6-0-0 6-0-0 12-0-0 6-0-0 6-0-0 6-0-0 12-0-0 6-0-0 0-11-116-11-110-11-1112.00 12 Plate Offsets (X,Y): [1:0-1-12,Edge], [3:0-2-10,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) 0.33 0.76 0.64 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.01 (loc) 1-5 1-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 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.2 SLIDER Left 2 X 6 SPF No.2 3-10-13, Right 2 X 6 SPF No.2 3-10-13 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=5667/0-3-8 (min. 0-3-6), 3=4222/0-3-8 (min. 0-2-9) Max Horz 1=-152(LC 5) Max Uplift 1=-300(LC 8), 3=-221(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-3964/243, 2-7=-3725/272, 2-8=-3725/272, 3-8=-3964/243 BOT CHORD 1-9=-133/2607, 6-9=-133/2607, 5-6=-133/2607, 4-5=-133/2607, 4-10=-133/2607, 3-10=-133/2607 WEBS 2-5=-249/5256 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-4-0 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=1.33 plate grip DOL=1.33 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) 1=300, 3=221. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1487 lb down and 81 lb up at 0-1-12, 1487 lb down and 81 lb up at 2-2-12, 1488 lb down and 82 lb up at 3-11-4, 1488 lb down and 82 lb up at 5-11-4, and 1488 lb down and 82 lb up at 7-11-4, and 1488 lb down and 82 lb up at 9-11-4 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. LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 1-3=-20 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss CR Truss Type COMMON Qty 1 Ply 2 ST MICHAELS A STANDARD Job Reference (optional) I20900938 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:11 2013 Page 2 Timberland Lumber Company, Indianapolis, IN 46218 ID:qZ1jSkig?YR1Zgop6C3VHXytDTM-nFb6krZ67d52yU03hlDyHcgmQ5NG1B1Oqe?f6AytDNo LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-1487(B) 5=-1488(B) 6=-1488(B) 4=-1488(B) 9=-1487(B) 10=-1488(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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information Job 1300365 Truss D Truss Type COMMON Qty 6 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900939 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:12 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:Ilb5f4jImsZuBqN?gvakqkytDTL-FR9UxBakuxDvZebFFSlBppDvqVhKmhxY2IkCecytDNn Scale = 1:71.3 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 3x6 6x6 3x6 6x6 3x6 3x10 3x4 3x4 2x4 3x4 3x4 2x4 6x6 3x6 8-6-0 8-6-0 18-0-0 9-6-0 27-6-0 9-6-0 36-0-0 8-6-0 -0-11-4 0-11-4 6-1-6 6-1-6 12-3-3 6-1-13 18-0-0 5-8-13 23-8-13 5-8-13 29-10-10 6-1-13 36-0-0 6-1-6 36-11-4 0-11-4 0-6-611-0-60-6-67.00 12 Plate Offsets (X,Y): [2:Edge,0-3-2], [10:Edge,0-3-2] 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) 0.48 0.77 0.47 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.47 0.13 (loc) 12-14 12-14 10 l/defl >999 >904 n/a L/d 240 180 n/a PLATES MT20 Weight: 153 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 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1493/0-3-8 (min. 0-2-5), 10=1493/0-3-8 (min. 0-2-5) Max Horz 2=-250(LC 5) Max Uplift 2=-100(LC 7), 10=-100(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2327/130, 3-4=-2148/128, 4-5=-2050/162, 5-17=-1494/138, 6-17=-1338/169, 6-18=-1338/169, 7-18=-1494/138, 7-8=-2050/162, 8-9=-2148/128, 9-10=-2327/130 BOT CHORD 2-16=-132/1914, 15-16=-37/1560, 14-15=-37/1560, 13-14=0/1560, 12-13=0/1560, 10-12=-23/1914 WEBS 6-14=-67/1073, 7-14=-635/170, 7-12=-23/493, 9-12=-260/153, 5-14=-635/170, 5-16=-23/493, 3-16=-260/153 NOTES 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=1.33 plate grip DOL=1.33 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, 10. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss DG Truss Type GABLE Qty 1 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900940 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:14 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:Ilb5f4jImsZuBqN?gvakqkytDTL-BqGEMsb?QYTdpyleMtnfuEIL6JZDEhAqWcDJiVytDNl Scale = 1:71.3 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 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 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 57 58 3x6 6x6 3x6 6x6 6x6 6x6 6x6 36-0-0 36-0-0 -0-11-4 0-11-4 18-0-0 18-0-0 36-0-0 18-0-0 36-11-4 0-11-4 0-6-611-0-60-6-67.00 12 Plate Offsets (X,Y): [2:Edge,0-3-2], [30:Edge,0-3-2] 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 0.11 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 31 31 30 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 253 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 16-44, 15-45, 14-46, 13-47, 17-43, 18-42, 19-41 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 36-0-0. (lb) - Max Horz 2=-250(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 30, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32 Max Grav All reactions 250 lb or less at joint(s) 2, 30, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 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=1.33 plate grip DOL=1.33 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, 30, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss E Truss Type COMMON Qty 3 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900941 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:15 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:Ilb5f4jImsZuBqN?gvakqkytDTL-g0qdaCcdAsbUQ5KqwaIuRSrJXiiTz37_kGzsFxytDNk Scale = 1:78.4 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 3x6 5x10 MT18H 3x6 6x6 3x6 3x10 3x4 3x4 2x4 3x4 3x4 2x4 6x6 3x6 8-5-4 8-5-4 19-0-0 10-6-12 29-6-12 10-6-12 38-0-0 8-5-4 -0-11-4 0-11-4 6-5-6 6-5-6 11-2-6 4-9-1 19-0-0 7-9-10 26-9-10 7-9-10 31-6-10 4-9-1 38-0-0 6-5-6 38-11-4 0-11-4 0-6-611-7-60-6-67.00 12 Plate Offsets (X,Y): [2:Edge,0-3-2], [10:Edge,0-3-2] 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) 0.90 0.87 0.45 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.66 0.14 (loc) 14-16 14-16 10 l/defl >999 >684 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 158 lb FT = 0% GRIP 197/144 197/144 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 2-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1573/0-3-8 (min. 0-2-7), 10=1573/0-3-8 (min. 0-2-7) Max Horz 2=264(LC 6) Max Uplift 2=-104(LC 7), 10=-104(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2484/125, 3-4=-2298/136, 4-5=-2167/163, 5-17=-1617/143, 6-17=-1509/172, 6-18=-1509/172, 7-18=-1617/143, 7-8=-2167/163, 8-9=-2298/137, 9-10=-2484/125 BOT CHORD 2-16=-126/2022, 15-16=-67/1765, 14-15=-67/1765, 13-14=0/1765, 12-13=0/1765, 10-12=-12/2022 WEBS 6-14=-19/1012, 7-14=-686/176, 7-12=-1/484, 5-14=-686/176, 5-16=-1/484 NOTES 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=1.33 plate grip DOL=1.33 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 MT20 plates 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) except (jt=lb) 2=104, 10=104. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss E1 Truss Type COMMON Qty 6 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900942 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:16 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:Ilb5f4jImsZuBqN?gvakqkytDTL-8DO?nYdFxAjL2Fu0UIp7_fNUG62iiVM7zwiQnNytDNj Scale = 1:78.3 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 3x6 5x10 MT18H 3x6 6x6 3x6 3x10 3x4 3x4 2x4 3x4 3x4 2x4 6x6 3x6 8-5-4 8-5-4 19-0-0 10-6-12 29-6-12 10-6-12 38-0-0 8-5-4 -0-11-4 0-11-4 6-5-6 6-5-6 11-2-6 4-9-1 19-0-0 7-9-10 26-9-10 7-9-10 31-6-10 4-9-1 38-0-0 6-5-6 0-6-611-7-60-6-67.00 12 Plate Offsets (X,Y): [2:Edge,0-3-2], [10:Edge,0-3-2] 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) 0.90 0.87 0.45 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.66 0.14 (loc) 13-15 13-15 10 l/defl >999 >684 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 157 lb FT = 0% GRIP 197/144 197/144 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 2-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1574/0-3-8 (min. 0-2-8), 10=1507/Mechanical Max Horz 2=268(LC 6) Max Uplift 2=-104(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=-2486/125, 3-4=-2300/137, 4-5=-2169/163, 5-16=-1619/145, 6-16=-1511/173, 6-17=-1511/172, 7-17=-1619/143, 7-8=-2175/168, 8-9=-2307/141, 9-10=-2492/130 BOT CHORD 2-15=-132/2023, 14-15=-73/1766, 13-14=-73/1766, 12-13=0/1768, 11-12=0/1768, 10-11=-31/2030 WEBS 6-13=-20/1013, 7-13=-689/178, 7-11=-5/486, 5-13=-680/176, 5-15=-1/484 NOTES 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=1.33 plate grip DOL=1.33 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 MT20 plates 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=104. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss EE Truss Type MODIFIED QUEENPOST Qty 1 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900943 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:18 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:Ilb5f4jImsZuBqN?gvakqkytDTL-4bWlCEeVTn_3HZ2Pbjsb34Tw7wjSAJcQREBWsGytDNh Scale = 1:76.2 Sheet Front Right Option 1-8-0 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 29 28 27 26 25 24 31 32 35 36 33 37 38 30 39 40 41 34 42 43 44 45 46 47 3x6 6x6 3x6 6x6 3x6 3x6 3x6 3x4 3x4 3x10 3x4 3x4 3x10 6x6 3x6 8-5-15 8-5-15 18-0-0 9-6-1 27-6-1 9-6-1 36-4-0 8-9-15 38-0-0 1-8-0 -0-11-4 0-11-4 6-1-6 6-1-6 12-3-3 6-1-13 17-8-9 5-5-6 18-0-0 0-3-7 19-0-0 1-0-0 23-8-13 4-8-13 29-10-10 6-1-13 38-0-0 8-1-6 38-11-4 0-11-4 0-6-611-7-60-6-67.00 12 Plate Offsets (X,Y): [2:Edge,0-3-2], [22:Edge,0-3-2], [30:0-2-0,0-1-8] 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) 0.49 0.86 0.78 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.50 0.13 (loc) 25-27 25-27 22 l/defl >999 >865 n/a L/d 240 180 n/a PLATES MT20 Weight: 198 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 3-4-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 34-38, 24-43, 5-27, 27-33 JOINTS 1 Brace at Jt(s): 32, 33, 34, 38, 43 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1519/0-3-8 (min. 0-2-6), 24=1413/2-3-8 (min. 0-2-9), 22=218/2-3-8 (min. 0-2-9) Max Horz 2=264(LC 6) Max Uplift 2=-99(LC 7), 24=-210(LC 8) Max Grav 2=1519(LC 1), 24=1413(LC 1), 22=299(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2391/127, 3-4=-2193/138, 4-5=-2099/159, 5-46=-1544/123, 6-46=-1445/154, 6-7=-512/131, 7-8=-561/126, 8-9=-596/108, 9-10=-648/95, 10-47=-570/57, 11-47=-622/49, 11-12=-573/13, 12-13=-604/0, 13-14=-620/0, 14-15=-646/0, 15-16=-657/0, 16-17=-583/0, 17-18=-582/0, 18-19=-609/0, 19-20=-616/0, 20-21=-692/0, 21-22=-574/0 BOT CHORD 2-29=-135/1951, 28-29=-41/1606, 27-28=-41/1606, 26-27=0/1564, 25-26=0/1564, 24-25=-6/1991, 22-24=0/501 WEBS 6-31=-1158/147, 31-32=-1063/121, 32-35=-1079/129, 35-36=-1085/131, 33-36=-1110/148, 33-37=-1540/126, 37-38=-1606/156, 30-38=-1615/160, 30-39=-1615/160, 39-40=-1638/172, 40-41=-1646/175, 34-41=-1759/232, 34-42=-1778/242, 42-43=-1824/265, 43-44=-1833/270, 44-45=-1867/284, 24-45=-1835/276, 3-29=-251/152, 5-29=-22/487, 5-27=-622/173, 6-27=-61/1061, 27-33=-610/149, 25-33=-36/521, 25-34=-343/173, 21-24=-317/186 NOTES 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=1.33 plate grip DOL=1.33 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 except (jt=lb) 24=210. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss EG Truss Type GABLE Qty 1 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900944 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:20 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:mx9TtQkwX9hlozyCEd5zMyytDTK-0_dWdwgl?OEmXtCoj8u38VYMbjcceOhjuYgdw8ytDNf Scale = 1:75.0 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 9 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 25 26 27 28 29 30 31 32 33 62 61 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 63 64 3x6 6x6 3x6 6x6 3x6 6x6 3x6 38-0-0 38-0-0 -0-11-4 0-11-4 19-0-0 19-0-0 38-0-0 19-0-0 38-11-4 0-11-4 0-6-611-7-60-6-67.00 12 Plate Offsets (X,Y): [2:Edge,0-3-2], [32:Edge,0-3-2] 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 0.11 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 33 33 32 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 277 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 17-48, 16-49, 15-50, 14-51, 13-53, 18-47, 19-46, 20-45, 21-43 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 38-0-0. (lb) - Max Horz 2=264(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 32, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 46, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 Max Grav All reactions 250 lb or less at joint(s) 2, 32, 48, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 47, 46, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-253/174 NOTES 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=1.33 plate grip DOL=1.33 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, 32, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 46, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss M Truss Type MONO TRUSS Qty 4 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900945 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:21 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:mx9TtQkwX9hlozyCEd5zMyytDTK-UABuqGhOmiMd80n_GrPIhj5Sy7vrNsas7CQBSbytDNe Scale = 1:15.0 1 2 3 4 2x4 2x4 2x4 4-11-8 4-11-8 4-11-8 4-11-8 0-4-12-4-132-1-50-3-85.00 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) 0.39 0.24 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.00 (loc) 1-3 1-3 3 l/defl >999 >788 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 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 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)1=187/0-3-8 (min. 0-1-8), 3=187/0-1-8 (min. 0-1-8) Max Horz 1=67(LC 6) Max Uplift 1=-9(LC 7), 3=-23(LC 7) Max Grav 1=188(LC 2), 3=194(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 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=1.33 plate grip DOL=1.33 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) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss MG Truss Type GABLE Qty 1 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900946 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:22 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:mx9TtQkwX9hlozyCEd5zMyytDTK-yNlG2ch0X0UUmAMAqZwXDwdiXXI26JL0Ls9k?1ytDNd Scale = 1:15.0 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 7 6 5 2x4 2x4 2x4 1x4 1x4 1x4 1x4 4-11-8 4-11-8 4-11-8 4-11-8 0-4-12-4-135.00 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) 0.08 0.05 0.03 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: 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 All bearings 4-11-8. (lb) - Max Horz 1=67(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6, 7 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 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=1.33 plate grip DOL=1.33 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6, 7. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss NG Truss Type GABLE Qty 1 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900947 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:22 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:mx9TtQkwX9hlozyCEd5zMyytDTK-yNlG2ch0X0UUmAMAqZwXDwdhOXHI6Jq0Ls9k?1ytDNd Scale = 1:10.8 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 2x4 2x4 2x4 2-11-8 2-11-8 2-11-8 2-11-8 0-4-11-6-135.00 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) 0.15 0.09 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.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.3 BRACING TOP CHORD Sheathed or 2-11-8 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)1=112/2-11-8 (min. 0-1-8), 3=112/2-11-8 (min. 0-1-8) Max Horz 1=40(LC 4) Max Uplift 1=-6(LC 5), 3=-14(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 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=1.33 plate grip DOL=1.33 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 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, 3. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss V1 Truss Type GABLE Qty 1 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900948 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:23 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:F8jr4mlYITpcQ7XOnKcCv9ytDTJ-RZJeFxieIJcLOKxMOGRmm8AquxcNril9aWvHXTytDNc Scale = 1:65.9 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 6x6 3x4 3x4 1x4 1x4 2x4 1x4 2x4 1x4 2x4 1x4 2x4 18-8-6 18-8-6 9-4-3 9-4-3 18-8-6 9-4-3 9-4-312.00 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) 0.30 0.17 0.28 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 85 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 6-0-0 oc bracing. WEBS 1 Row at midpt 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 18-8-6. (lb) - Max Horz 1=-209(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 9, 12 except 8=-170(LC 8), 13=-170(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 8=355(LC 3), 9=293(LC 3), 13=355(LC 2), 12=293(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-8=-255/208, 2-13=-255/207 NOTES 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=1.33 plate grip DOL=1.33 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, 10, 9, 12 except (jt=lb) 8=170, 13=170. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss V2 Truss Type GABLE Qty 1 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900949 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:24 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:F8jr4mlYITpcQ7XOnKcCv9ytDTJ-vlt0SHjG3dkC?UWZyzy?ILj?NLySaA7JpAer3vytDNb Scale = 1:52.8 1 2 3 4 5 9 8 7 6 10 11 3x4 6x6 3x4 3x4 1x4 1x4 1x4 1x4 1x4 16-4-6 16-4-6 8-2-3 8-2-3 16-4-6 8-2-3 8-2-312.00 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) 0.32 0.18 0.20 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: 60 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 16-4-6. (lb) - Max Horz 1=-182(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 6=-169(LC 8), 9=-169(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=366(LC 3), 9=366(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-268/206, 2-9=-268/206 NOTES 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=1.33 plate grip DOL=1.33 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 except (jt=lb) 6=169, 9=169. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss V3 Truss Type GABLE Qty 1 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900950 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:25 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:F8jr4mlYITpcQ7XOnKcCv9ytDTJ-NxRPgdkuqxs3de5lVhUErZFAekGNJf3S2qOObMytDNa Scale = 1:45.2 1 2 3 4 5 8 7 6 9 10 3x4 6x6 3x4 1x4 1x4 1x4 6x6 1x4 14-0-6 14-0-6 7-0-3 7-0-3 14-0-6 7-0-3 7-0-312.00 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) 0.28 0.20 0.10 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: 53 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 14-0-6. (lb) - Max Horz 1=-155(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 6=-149(LC 8), 8=-148(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=326(LC 3), 8=324(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 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=1.33 plate grip DOL=1.33 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 except (jt=lb) 6=149, 8=148. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss V4 Truss Type GABLE Qty 2 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900951 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:26 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:F8jr4mlYITpcQ7XOnKcCv9ytDTJ-r8?ntzlWbE_wFofx3O?TOmoLk8dn26kbGT7x8oytDNZ Scale = 1:37.8 1 2 3 4 5 8 7 6 9 10 3x4 6x6 3x4 1x4 1x4 1x4 1x4 1x4 11-8-6 11-8-6 5-10-3 5-10-3 11-8-6 5-10-3 5-10-312.00 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) 0.26 0.19 0.07 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: 45 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 11-8-6. (lb) - Max Horz 1=-128(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 6=-140(LC 8), 8=-140(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=311(LC 3), 8=311(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 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=1.33 plate grip DOL=1.33 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 except (jt=lb) 6=140, 8=140. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss V5 Truss Type VALLEY Qty 2 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900952 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:26 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:F8jr4mlYITpcQ7XOnKcCv9ytDTJ-r8?ntzlWbE_wFofx3O?TOmoJm8bz26cbGT7x8oytDNZ Scale = 1:31.5 1 2 3 4 5 6 2x8 6x6 2x8 1x4 9-4-6 9-4-6 4-8-3 4-8-3 9-4-6 4-8-3 4-8-312.00 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) 0.39 0.30 0.08 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: 29 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=185/9-4-6 (min. 0-1-8), 3=185/9-4-6 (min. 0-1-8), 4=323/9-4-6 (min. 0-1-8) Max Horz 1=101(LC 6) Max Uplift 1=-17(LC 8), 3=-17(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 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=1.33 plate grip DOL=1.33 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. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss V6 Truss Type VALLEY Qty 2 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900953 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:27 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:F8jr4mlYITpcQ7XOnKcCv9ytDTJ-JKZ95Jl8MY6nsxE8d6Wiw_LWiYyvnaWlV7tVgEytDNY Scale = 1:24.2 1 2 3 4 2x4 6x6 2x4 1x4 7-0-6 7-0-6 3-6-3 3-6-3 7-0-6 3-6-3 3-6-312.00 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) 0.31 0.19 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: 22 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=151/7-0-6 (min. 0-1-8), 3=151/7-0-6 (min. 0-1-8), 4=204/7-0-6 (min. 0-1-8) Max Horz 1=-74(LC 5) Max Uplift 1=-26(LC 8), 3=-26(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 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=1.33 plate grip DOL=1.33 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. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss V7 Truss Type VALLEY Qty 2 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900954 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:28 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:jKGDI6lA3nxT2H6aL17RSNytDTI-nW6XIfmn7sEeU5pKBp1xTBtkMyKyW11uknc2ChytDNX Scale = 1:14.7 1 2 3 4 2x4 6x6 2x4 1x4 4-8-6 4-8-6 2-4-3 2-4-3 4-8-6 2-4-3 2-4-312.00 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) 0.12 0.08 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: 14 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 4-8-6 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)1=95/4-8-6 (min. 0-1-8), 3=95/4-8-6 (min. 0-1-8), 4=129/4-8-6 (min. 0-1-8) Max Horz 1=-46(LC 5) Max Uplift 1=-16(LC 8), 3=-16(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 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=1.33 plate grip DOL=1.33 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. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss V8 Truss Type VALLEY Qty 2 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900955 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:29 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:jKGDI6lA3nxT2H6aL17RSNytDTI-FjgvW?nPt9MV6FOWkXYA?PQwiMhXFUY2yRMck7ytDNW Scale = 1:8.8 1 2 3 2x4 3x4 2x4 2-4-6 2-4-6 1-2-3 1-2-3 2-4-6 1-2-3 1-2-312.00 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) 0.02 0.06 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: 6 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 2-4-6 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)1=66/2-4-6 (min. 0-1-8), 3=66/2-4-6 (min. 0-1-8) Max Horz 1=-19(LC 3) Max Uplift 1=-2(LC 6), 3=-2(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 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=1.33 plate grip DOL=1.33 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. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss V9 Truss Type VALLEY Qty 1 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900956 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:29 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:jKGDI6lA3nxT2H6aL17RSNytDTI-FjgvW?nPt9MV6FOWkXYA?PQvvMfRFUY2yRMck7ytDNW Scale = 1:8.5 1 2 3 2x4 3x4 2x4 4-6-0 4-6-0 2-3-0 2-3-0 4-6-0 2-3-0 0-11-45.00 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) 0.07 0.19 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: 9 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 4-6-0 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=122/4-6-0 (min. 0-1-8), 3=122/4-6-0 (min. 0-1-8) Max Horz 1=-6(LC 6) Max Uplift 1=-6(LC 5), 3=-6(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 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=1.33 plate grip DOL=1.33 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. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information July 29,2013 Job 1300365 Truss VG Truss Type GABLE Qty 1 Ply 1 ST MICHAELS A STANDARD Job Reference (optional) I20900957 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon Jul 29 11:32:30 2013 Page 1 Timberland Lumber Company, Indianapolis, IN 46218 ID:jKGDI6lA3nxT2H6aL17RSNytDTI-jvEIjLo1eTUMjPzjIE3PYcz4cl1y_xKBB559HZytDNV Scale = 1:15.6 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 8 7 6 9 10 2x4 6x6 2x4 1x4 1x4 1x4 1x4 1x4 8-6-0 8-6-0 4-3-0 4-3-0 8-6-0 4-3-0 1-9-45.00 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) 0.08 0.04 0.03 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: 21 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 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 8-6-0. (lb) - Max Horz 1=14(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 8, 6 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 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=1.33 plate grip DOL=1.33 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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 Component available 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 MiTekļ¬ 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: