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15083359JF-engJOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss 2F01 Truss Type Floor Qty 7 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:12:44 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-8BCgdUv7Sazc?ht1EGO8Q5iBxzga_5DXWEfbdcyOYBX Scale = 1:54.4 B1BL1 BL1 T1 W3 B2 T3T21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 32 31 30 29 28 27 26 25 24 23 22 21 33 34 3x6 FP3x6 1.5x3 1.5x3 3x6 FP 3x8 1.5x3 3x6 4x8 3x8 1.5x3 1.5x3 3x4 4x10 3x4 3x4 1.5x3 1.5x3 3x6 3x8 4x10 4x8 1.5x3 1.5x3 3x4 4x12 4x6 3x4 4x6 1.5x3 1.5x3 3x6 FP 14-8-1214-8-12 31-0-016-3-4 1-9-8 1-4-8 1-0-0 1-11-0 0-1-8 0-1-8 1-0-01-0-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [23:0-1-8,Edge], [24:0-1-8,Edge], [30:0-1-8,Edge] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 YESIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.810.67 0.94 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.28-0.50 0.06 (loc)22-2322-23 21 l/defl>692>391 n/a L/d480240 n/a PLATESMT20 Weight: 113 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat) *Except* T2: 2x4 SPF 2100F 1.8E(flat)BOT CHORD 2x4 SPF 2100F 1.8E(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)32=680/0-9-0 (min. 0-1-8), 27=2206/0-3-8 (min. 0-1-8), 21=791/0-9-0 (min. 0-1-8)Max Grav32=752(LC 2), 27=2206(LC 1), 21=841(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2346/0, 3-4=-2346/0, 4-5=-2474/49, 5-6=-2474/49, 6-7=-1286/750, 7-8=-1286/750, 8-9=-1286/750, 9-10=0/3028, 10-11=0/3028, 11-12=-1466/450, 12-13=-1466/450, 13-14=-3245/0, 14-15=-3245/0, 15-16=-3245/0, 16-17=-3245/0, 17-18=-2728/0, 18-19=-2728/0BOT CHORD 31-32=0/1428, 30-31=0/2700, 29-30=-49/2474, 28-29=-49/2474, 27-28=-1412/0, 26-27=-1153/0, 25-26=-1153/0, 24-25=0/2534, 23-24=0/3245, 22-23=0/3277, 21-22=0/1622WEBS2-32=-1564/0, 9-27=-2112/0, 2-31=0/1015, 9-28=0/1670, 4-31=-392/134, 6-28=-1610/0, 4-30=-661/0, 6-29=0/302, 19-21=-1777/0, 11-27=-2274/0, 19-22=0/1223, 11-25=0/1904, 17-22=-607/0, 13-25=-1312/0, 17-23=-460/177, 13-24=0/1218, 14-24=-531/0 NOTES-1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.3) Attach ribbon block to truss with 3-10d nails applied to flat face.4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained byother means.7) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss 2F01L Truss Type Floor Supported Gable Qty 1 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:12:45 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-cNm2qqwmDu5TdrSDo_vNzIFXKNA_jmegkuP892yOYBW Scale = 1:53.4 B1BL1 BL1 T1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 T2T11 2 3 4 5 6 7 8 9 10 11 1213 14 15 16 17 18 19 20 21 2223 24 25 26 27 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 53 54 3x4 3x6 3x6 FP 3x4 3x6 FP 3x6 FP 31-0-031-0-0 0-1-8 0-1-8 1-0-01-0-0LOADING (psf)TCLLTCDLBCLLBCDL 40.010.00.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00YESIRC2009/TPI2007 CSI.TCBCWB(Matrix) 0.070.020.04 DEFL.Vert(LL)Vert(TL)Horz(TL) inn/an/a0.00 (loc)- - 28 l/defln/an/an/a L/d999999n/a PLATESMT20 Weight: 93 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 31-0-0.(lb) - Max Uplift All uplift 100 lb or less at joint(s) 28Max Grav All reactions 250 lb or less at joint(s) 52, 28, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) Attach ribbon block to truss with 3-10d nails applied to flat face.4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).6) Gable studs spaced at 1-4-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss 2F02 Truss Type Floor Qty 4 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:12:48 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-1yRBTsyeWpT2UIAoT6S4bxtrVa0Uw_F7QsdomNyOYBT Scale = 1:25.1 B1 BL1 W1 T1 W2 W2 W2 W2 W2W2W3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 3x6 1.5x3 3x4 3x6 3x8 4x8 1.5x3 3x4 3x4 1.5x3 3x8 4x8 1.5x3 4x4 1.5x3 14-7-014-7-0 1-9-8 1-10-0 1-0-0 0-1-8 1-0-01-0-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [13:0-1-8,Edge] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 YESIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.900.74 0.62 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.26-0.47 0.05 (loc)13-1413-14 10 l/defl>662>363 n/a L/d480240 n/a PLATESMT20 Weight: 54 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF 2100F 1.8E(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)15=854/0-9-0 (min. 0-1-8), 10=860/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2781/0, 3-4=-2781/0, 4-5=-3382/0, 5-6=-3382/0, 6-7=-2720/0, 7-8=-2720/0BOT CHORD 14-15=0/1648, 13-14=0/3351, 12-13=0/3382, 11-12=0/3382, 10-11=0/1639WEBS2-15=-1806/0, 2-14=0/1253, 4-14=-629/0, 4-13=-189/411, 8-10=-1802/0, 8-11=0/1195, 6-11=-1015/0 NOTES-1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.3) Attach ribbon block to truss with 3-10d nails applied to flat face.4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.7) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss 2F02GR Truss Type Floor Girder Qty 1 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:12:49 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-V9?ZgCzGH6bv6Sl_1qzJ78QCx_TjfY6GfWNMIpyOYBS Scale = 1:7.6 B1 W1 W1 T1 W3 1 2 3 5 4 3x4 1.5x3 1.5x3 3x4 3x4 0-1-80-1-8 3-4-03-2-8 1-3-8 1-9-8 1-0-01-0-0LOADING (psf)TCLLTCDLBCLLBCDL 40.010.00.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00NOIRC2009/TPI2007 CSI.TCBCWB(Matrix) 0.160.290.13 DEFL.Vert(LL)Vert(TL)Horz(TL) in0.00-0.050.00 (loc)54-54 l/defl****>742n/a L/d480240n/a PLATESMT20 Weight: 13 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=349/Mechanical, 4=319/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.BOT CHORD 4-5=0/434WEBS2-4=-483/0, 2-5=-508/0 NOTES-1) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.5) Use USP MSH413 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 1-8-8 from the left end to connect truss(es) 2F04 (1 ply 2x4 SPF) to front face of top chord. 6) Fill all nail holes where hanger is in contact with lumber.7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 4-5=-20, 1-3=-100Concentrated Loads (lb)Vert: 2=-283(F) 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss 2F02L Truss Type Floor Supported Gable Qty 1 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:12:49 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-V9?ZgCzGH6bv6Sl_1qzJ78QDM_X?faeGfWNMIpyOYBS Scale = 1:17.4 B1 W1 W1 T1 ST1 ST1 ST1 ST1 ST1 ST1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 3x4 3x4 3x4 9-3-09-3-01-0-01-0-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [16:Edge,0-1-8] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 YESIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.060.02 0.03 DEFL.Vert(LL)Vert(TL) Horz(TL) inn/an/a 0.00 (loc)- - 9 l/defln/an/a n/a L/d999999 n/a PLATESMT20 Weight: 30 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-3-0.(lb) - Max Grav All reactions 250 lb or less at joint(s) 16, 9, 15, 14, 13, 12, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).5) Gable studs spaced at 1-4-0 oc.6) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss 2F03 Truss Type Floor Qty 1 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:12:50 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-zLZxuYzu2QjmjcKBbXUYgMyMYOm5Oz0QuA6vqFyOYBR Scale = 1:17.4 B1 W1 W1 T1 W2W2W2W2 1 2 3 4 5 6 10 9 8 7 3x4 3x6 3x4 3x6 3x4 3x4 3x4 3x4 1.5x3 1.5x3 9-3-89-3-8 1-9-8 1-4-8 1-0-01-0-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 YESIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.230.47 0.28 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.06-0.13 0.02 (loc)9-109-10 7 l/defl>999>838 n/a L/d480240 n/a PLATESMT20 Weight: 35 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=543/Mechanical, 7=543/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1400/0, 3-4=-1400/0, 4-5=-1400/0BOT CHORD 9-10=0/946, 8-9=0/1400, 7-8=0/946WEBS5-7=-1040/0, 2-10=-1040/0, 5-8=0/569, 2-9=0/569 NOTES-1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss 2F03GR Truss Type Floor Girder Qty 2 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:12:50 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-zLZxuYzu2QjmjcKBbXUYgMyHeOiLOxFQuA6vqFyOYBR Scale = 1:17.4 B1 W1 W1 T1 W2W2W2W2 1 2 3 4 5 6 10 9 8 7 11 3x4 3x6 3x4 3x6 3x4 3x6 3x4 3x4 1.5x3 1.5x3 9-3-89-3-8 1-9-8 1-4-8 1-0-01-0-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 NOIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.540.71 0.40 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.09-0.19 0.02 (loc)7-87-8 7 l/defl>999>582 n/a L/d480240 n/a PLATESMT20 Weight: 35 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=600/Mechanical, 7=703/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1706/0, 3-4=-1706/0, 4-11=-1706/0, 5-11=-1706/0BOT CHORD 9-10=0/1075, 8-9=0/1706, 7-8=0/1325WEBS5-7=-1456/0, 2-10=-1181/0, 5-8=0/459, 2-9=0/765 NOTES-1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Use USP MSH413 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 6-9-4 from the left end to connect truss(es) 2F02GR (1 ply 2x4 SPF) to back face of top chord. 7) Fill all nail holes where hanger is in contact with lumber.8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 7-10=-20, 1-6=-100Concentrated Loads (lb)Vert: 11=-219(B) 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss 2F04 Truss Type Floor Qty 1 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:12:51 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-RX7J5u_WpkrdLmvN9E0nCZVXFo8U7RYZ7qsSMiyOYBQ Scale = 1:12.6 B1 W1 W1 T1 W2W2W2 1 2 3 4 5 9 8 7 6 3x4 3x6 3x4 3x6 3x4 3x4 3x4 1.5x3 1.5x3 6-7-86-7-8 1-9-8 0-6-0 1-0-01-0-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [7:0-1-8,Edge] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 YESIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.230.34 0.20 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.03-0.10 0.01 (loc)6-76-7 6 l/defl>999>798 n/a L/d480240 n/a PLATESMT20 Weight: 27 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=383/Mechanical, 6=383/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-676/0, 3-4=-676/0BOT CHORD 8-9=0/676, 7-8=0/676, 6-7=0/603WEBS4-6=-663/0, 2-9=-739/0 NOTES-1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss 2F06 Truss Type Floor Qty 3 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:12:52 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-vjhhIE?9a1zUzvUZiyX0ln2blCP5smLiLUc0v8yOYBP Scale = 1:28.6 B1 BL2 T1BL1 W3W3W3W3W3W3W4 T21234 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 21 20 3x6 1.5x3 4x8 3x6 FP 4x8 4x10 4x10 1.5x3 1.5x3 3x6 3x4 4x8 3x4 1.5x3 1.5x3 4x4 1.5x3 0-6-00-6-0 16-4-815-10-8 1-9-8 1-0-0 1-8-0 0-1-8 1-0-00-7-41-0-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 YESIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.700.63 0.74 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.31-0.54 0.03 (loc)1413-14 12 l/defl>634>356 n/a L/d480240 n/a PLATESMT20 Weight: 62 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF 2100F 1.8E(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)OTHERS 4x4 SP No.2(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)12=960/0-9-0 (min. 0-1-8), 20=959/0-3-0 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-21=-1922/0, 2-21=-1922/0, 2-3=-1942/0, 3-4=-4062/0, 4-5=-4062/0, 5-6=-4394/0, 6-7=-4394/0, 7-8=-4394/0, 8-9=-3227/0, 9-10=-3227/0, 1-20=-959/0BOT CHORD 16-17=0/3231, 15-16=0/4394, 14-15=0/4394, 13-14=0/4034, 12-13=0/1872WEBS10-12=-2052/0, 1-17=0/2112, 10-13=0/1498, 3-17=-1415/0, 8-13=-892/0, 3-16=0/919, 8-14=0/702, 5-16=-752/50 NOTES- 1) Unbalanced floor live loads have been considered for this design.2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.3) Attach ribbon block to truss with 3-10d nails applied to flat face.4) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.8) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss 2F06A Truss Type Floor Qty 4 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:12:53 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-NwF4WZ0nLL5Ka33mGf2FI_ao1bjfb96sa8LZRayOYBO Scale = 1:27.9 B1 W1 BL1 T1 W2W2W2W2W2W2W2W3 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 4x10 3x4 3x8 1.5x3 4x10 4x10 4x12 4x12 1.5x3 1.5x3 3x6 4x4 3x4 4x4 1.5x3 1.5x3 16-1-816-1-8 1-9-8 1-0-0 1-7-0 0-1-8 1-0-01-0-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [11:0-7-0,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 YESIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.530.74 0.96 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.26-0.66 0.10 (loc)1312-13 11 l/defl>725>287 n/a L/d480240 n/a PLATESMT20 Weight: 60 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E(flat)BOT CHORD 2x4 SPF 2100F 1.8E(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=1241/0-9-0 (min. 0-1-8), 16=1271/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-4212/0, 3-4=-4212/0, 4-5=-5692/0, 5-6=-5692/0, 6-7=-5692/0, 7-8=-4218/0, 8-9=-4218/0BOT CHORD 15-16=0/2460, 14-15=0/5228, 13-14=0/5692, 12-13=0/5269, 11-12=0/2458WEBS9-11=-2695/0, 2-16=-2704/0, 9-12=0/1946, 2-15=0/1937, 3-15=-259/0, 7-12=-1162/0, 4-15=-1134/0, 7-13=0/792, 4-14=0/855, 5-14=-391/0, 6-13=-250/0 NOTES-1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.3) Attach ribbon block to truss with 3-10d nails applied to flat face.4) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.8) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 11-16=-20, 1-18=-140, 10-18=-100 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss 2F06AG Truss Type Floor Girder Qty 2 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:12:54 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-r6oSjv1P5fEBCDeyqNZUqC7sj?2bKef?po57z0yOYBN Scale = 1:28.4 B1 W1 BL1 W4 T1 W5W2W5W2W2 W3 B2W2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 6x10 3x4 3x8 1.5x3 5x16 4x10 4x10 1.5x3 1.5x3 4x6 4x4 1.5x3 1.5x3 3x4 5x12 16-1-816-1-8 1-9-8 1-0-0 1-11-8 2-6-0 2-6-0 0-1-8 1-0-00-1-81-0-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [10:0-7-0,Edge], [11:0-5-12,Edge], [13:0-1-8,Edge] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 NOIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.990.82 0.88 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.30-0.64 0.07 (loc)11-1211-12 10 l/defl>636>297 n/a L/d480240 n/a PLATESMT20 Weight: 74 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E(flat)BOT CHORD 2x4 DF 2850F 2.3E(flat) *Except* B2: 2x4 SPF 2100F 1.8E(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=1641/0-9-0 (min. 0-1-8), 15=1090/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-3735/0, 3-4=-3735/0, 4-5=-5467/0, 5-6=-5467/0, 6-7=-5924/0, 7-8=-5944/0BOT CHORD 14-15=0/2126, 13-14=0/4804, 12-13=0/5467, 11-12=0/5472, 10-11=0/4788WEBS8-10=-5004/0, 2-15=-2337/0, 8-11=0/1210, 2-14=0/1779, 7-11=-303/0, 4-14=-1192/0, 4-13=0/1112, 5-13=-440/0, 6-12=-340/0, 6-11=0/893 NOTES- 1) Unbalanced floor live loads have been considered for this design.2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.3) Attach ribbon block to truss with 3-10d nails applied to flat face.4) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.8) CAUTION, Do not erect truss backwards.9) Use USP MSH413 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 13-4-8 from the left end to connect truss(es) 2F99G (1 ply 2x4 SPF) to front face of top chord. 10) Fill all nail holes where hanger is in contact with lumber.11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 10-15=-20, 1-9=-100Concentrated Loads (lb)Vert: 8=-833(F) 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss 2F06L Truss Type Floor Supported Gable Qty 2 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:12:54 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-r6oSjv1P5fEBCDeyqNZUqC743?E6Krs?po57z0yOYBN Scale = 1:27.7 B1 W1 BL1 T1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 3x4 3x4 3x4 16-1-816-1-8 0-1-8 1-0-01-0-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [26:Edge,0-1-8] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 YESIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.070.02 0.04 DEFL.Vert(LL)Vert(TL) Horz(TL) inn/an/a 0.00 (loc)- - 14 l/defln/an/a n/a L/d999999 n/a PLATESMT20 Weight: 49 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-1-8.(lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) Attach ribbon block to truss with 3-10d nails applied to flat face.4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).6) Gable studs spaced at 1-4-0 oc. 7) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.11) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss 2F07 Truss Type Floor Qty 1 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:12:55 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-KIMqxF11syM2qND8O44jNPg6wPOJ35n91SqgWTyOYBM Scale = 1:23.2 B1 W1 W1 T1 W2 W2 W2 W2 1 2 3 4 5 6 7 8 14 13 12 11 10 9 3x4 3x8 3x4 4x8 4x10 4x10 1.5x3 3x4 3x4 1.5x3 4x12 1.5x3 4x6 1.5x3 13-6-413-6-4 1-9-8 1-9-4 1-0-01-0-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [9:Edge,0-1-8], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 YESIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.700.79 0.89 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.18-0.59 0.06 (loc)12-1312-13 9 l/defl>875>270 n/a L/d480240 n/a PLATESMT20 Weight: 61 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 DF 2850F 2.3E(flat)BOT CHORD 2x4 DF 2850F 2.3E(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=1327/0-3-8 (min. 0-1-8), 9=1327/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-4165/0, 3-4=-4165/0, 4-5=-4620/0, 5-6=-4620/0, 6-7=-4620/0BOT CHORD 13-14=0/2540, 12-13=0/4922, 11-12=0/4620, 10-11=0/2525, 9-10=0/2525WEBS2-14=-2793/0, 2-13=0/1796, 3-13=-275/0, 4-13=-838/0, 4-12=-495/98, 7-9=-2761/0, 7-11=0/2338, 6-11=-654/0 NOTES-1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 9-14=-20, 1-8=-180 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss 2F99G Truss Type Floor Girder Qty 1 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:12:56 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-oVwC8b2fdGUvRXoKxobyvdCNapnEoeuIG6aD2vyOYBL Scale = 1:7.6 B1 W1 W1 W1W1 T1 W3W2 1 2 3 5 4 4x6 3x4 3x6 3x4 4x6 0-7-80-7-8 3-8-83-1-0 1-9-8 1-5-0 1-0-01-0-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:Edge,0-1-8] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 NOIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.260.62 0.45 DEFL.Vert(LL)Vert(TL) Horz(TL) in0.00-0.07 0.01 (loc)54-5 4 l/defl****>592 n/a L/d480240 n/a PLATESMT20 Weight: 16 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=933/Mechanical, 5=857/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.BOT CHORD 4-5=0/1492WEBS2-4=-1696/0, 2-5=-1653/0 NOTES-1) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.5) Use USP MSH413 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 2-0-0 from the left end to connect truss(es) 2F07 (1 ply 2x4 DF) to back face of top chord. 6) Fill all nail holes where hanger is in contact with lumber. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 4-5=-20, 1-3=-143Concentrated Loads (lb)Vert: 2=-1227(B) 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss 2F99L Truss Type Floor Supported Gable Qty 2 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:12:56 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-oVwC8b2fdGUvRXoKxobyvdCQVpweolMIG6aD2vyOYBL Scale = 1:7.6 B1 W1 W1W1 T1 ST1 ST1 1 2 3 4 8 7 6 5 1.5x3 3x4 1.5x3 3x4 1.5x3 1.5x3 1.5x3 1.5x3 3-8-83-8-81-0-01-0-0LOADING (psf)TCLLTCDLBCLLBCDL 40.010.00.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00YESIRC2009/TPI2007 CSI.TCBCWB(Matrix) 0.070.020.04 DEFL.Vert(LL)Vert(TL)Horz(TL) inn/an/a0.00 (loc)- - 5 l/defln/an/an/a L/d999999n/a PLATESMT20 Weight: 13 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 3-8-8.(lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc.5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss F01 Truss Type Floor Qty 10 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:12:58 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-kt2yZH4v9tkdhqxj3DeQ?2IdicRjGR9bkQ3K6oyOYBJ Scale = 1:54.5 B1 T2T1 T1W1W3W3W3 W3 W3 W6W3W3W3W3 W3 B2 T31 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 34 33 32 31 30 29 28 27 26 25 24 23 3x6 FP 3x10 MT20HS FP3x4 3x4 4x12 3x4 4x10 6x6 4x8 1.5x3 3x4 1.5x3 3x4 4x10 4x4 1.5x3 4x4 1.5x3 4x10 6x6 4x10 1.5x3 4x10 3x6 1.5x3 3x6 3x8 3x4 3x6 1.5x3 1-1-41-1-4 14-8-1213-7-8 29-10-1215-2-0 31-0-01-1-4 1-9-8 1-5-8 1-0-0 2-1-0 0-10-12 0-10-12 1-0-00-9-00-9-01-0-0Plate Offsets (X,Y)-- [26:0-1-8,Edge], [31:0-1-8,Edge], [32:0-1-8,Edge] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 YESIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.600.68 0.85 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.17-0.40 -0.04 (loc)2624-25 21 l/defl>999>464 n/a L/d480240 n/a PLATESMT20MT20HS Weight: 117 lb FT = 4%F, 4%E GRIP197/144148/108 LUMBER-TOP CHORD 2x4 SPF No.2(flat) *Except* T2,T3: 2x4 SPF 2100F 1.8E(flat)BOT CHORD 2x4 SPF No.2(flat) *Except* B2: 2x4 SPF 2100F 1.8E(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)29=2484/0-3-8 (min. 0-1-11), 2=688/0-9-4 (min. 0-1-8), 21=1103/0-9-4 (min. 0-1-8)Max Grav29=2484(LC 1), 2=689(LC 2), 21=1103(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1234/0, 3-4=-1230/0, 4-5=-1230/0, 5-6=-2106/180, 6-7=-2106/180, 7-8=-2106/180, 8-9=-851/1127, 9-10=-851/1127, 10-11=0/3496, 11-12=0/3496, 12-13=0/3496, 13-14=-1849/0, 14-15=-1874/0, 15-16=-3992/0, 16-17=-3992/0, 17-18=-3992/0, 18-19=-1913/0, 19-20=-1888/0, 20-21=-1894/0BOT CHORD 32-33=0/1916, 31-32=-180/2106, 30-31=-620/1669, 29-30=-1885/0, 28-29=-938/31, 27-28=-938/31, 26-27=0/3210, 25-26=0/3992, 24-25=0/3253 WEBS 11-29=-294/0, 2-33=0/1343, 10-29=-2130/0, 10-30=0/1716, 5-33=-759/57, 5-32=-336/210, 8-30=-1079/0, 8-31=0/973, 7-31=-445/0, 21-24=0/2082, 13-29=-3022/0, 13-27=0/2155, 18-24=-1467/0, 14-27=-281/0, 18-25=0/812, 15-27=-1580/0, 17-25=-287/0, 15-26=0/1261, 16-26=-398/0 NOTES- 1) Unbalanced floor live loads have been considered for this design.2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.3) All plates are MT20 plates unless otherwise indicated. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained byother means.7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.8) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 23-34=-20, 1-11=-100, 11-20=-139, 20-21=-139, 21-22=-100 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss F01A Truss Type Floor Qty 1 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:12:58 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-kt2yZH4v9tkdhqxj3DeQ?2IdCcRVGQkbkQ3K6oyOYBJ Scale = 1:28.5 B1 W1 T1 T3 W3 T212345678 9 10 11 17 16 15 14 13 12 3x4 3x6 3x4 4x12 6x6 4x8 1.5x3 4x10 3x8 3x6 FP 1.5x3 3x8 3x4 3x4 3x6 3x4 15-4-1415-4-14 16-5-141-1-0 1-9-8 2-0-10 0-10-12 1-0-00-9-01-0-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [7:0-3-0,Edge], [10:0-2-4,Edge], [14:0-3-0,Edge] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 YESIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.630.70 0.94 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.32-0.55 0.02 (loc)15-1615-16 10 l/defl>586>337 n/a L/d480240 n/a PLATESMT20 Weight: 61 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat) *Except* T1: 2x4 SPF 2100F 1.8E(flat)BOT CHORD 2x4 SPF 2100F 1.8E(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)17=926/0-5-4 (min. 0-1-8), 10=1017/0-9-4 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-3062/0, 3-4=-3062/0, 4-5=-3950/0, 5-6=-3950/0, 6-7=-3950/0, 7-8=-1739/0, 8-9=-1739/0, 9-10=-1745/0BOT CHORD 16-17=0/1791, 15-16=0/3773, 14-15=0/3950, 13-14=0/2963WEBS10-13=0/1899, 2-17=-1968/0, 2-16=0/1405, 7-13=-1353/0, 7-14=0/1233, 4-16=-787/0, 6-14=-357/0, 4-15=-117/617 NOTES- 1) Unbalanced floor live loads have been considered for this design.2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.7) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss F01B Truss Type Floor Qty 2 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:12:59 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-C4cLmd4YwBsUI_Wvdw9fXFqoM0iF?ufky4oufEyOYBI Scale = 1:25.9 B1 W2 T2T1 W3W1W3W3W3W3W4 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 3x4 3x6 3x4 3x8 4x10 6x6 4x8 1.5x3 1.5x3 3x6 3x4 3x4 3x4 1.5x3 1.5x3 1-1-41-1-4 14-11-613-10-2 1-9-8 1-6-10 1-0-0 0-10-12 1-0-00-9-01-0-0Plate Offsets (X,Y)-- [14:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 YESIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.610.98 0.83 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.21-0.36 0.01 (loc)13-1413-14 12 l/defl>801>459 n/a L/d480240 n/a PLATESMT20 Weight: 55 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS.(lb/size)12=833/0-5-4 (min. 0-1-8), 2=924/0-9-4 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1546/0, 3-4=-1541/0, 4-5=-1541/0, 5-6=-3235/0, 6-7=-3235/0, 7-8=-3235/0, 8-9=-2656/0, 9-10=-2656/0BOT CHORD 15-16=0/2569, 14-15=0/3235, 13-14=0/3156, 12-13=0/1581WEBS10-12=-1738/0, 2-16=0/1682, 10-13=0/1189, 5-16=-1137/0, 8-13=-557/0, 5-15=0/878, 8-14=-152/423, 6-15=-255/0 NOTES-1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.7) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss F01GR Truss Type Floor Girder Qty 1 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:13:00 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-gGAj_z5AhV_Lw856Adgu4SNy9Q7ikLsuBkYRBgyOYBH Scale = 1:50.8 B1 T2T1 T1W1W3W3W3W6W3W3W3W3 W3 B2 T3 W4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 33 32 31 30 29 28 27 26 25 24 23 22 34 3x6 FP 3x10 MT20HS FP3x4 3x4 4x12 3x4 3x8 6x6 4x8 1.5x3 3x4 1.5x3 4x10 4x4 1.5x3 4x4 1.5x3 4x10 6x6 4x10 1.5x3 4x10 3x6 1.5x3 3x6 3x8 3x4 3x6 1.5x3 1-1-41-1-4 12-8-1211-7-8 27-10-1215-2-0 29-0-01-1-4 1-9-8 1-3-0 1-0-0 2-1-0 0-10-12 0-10-12 1-0-00-9-00-9-01-0-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [25:0-1-8,Edge], [30:0-1-8,Edge] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 NOIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.670.65 0.83 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.17-0.40 -0.03 (loc)23-2423-24 20 l/defl>999>460 n/a L/d480240 n/a PLATESMT20MT20HS Weight: 111 lb FT = 4%F, 4%E GRIP197/144148/108 LUMBER-TOP CHORD 2x4 SPF No.2(flat) *Except* T2,T3: 2x4 SPF 2100F 1.8E(flat)BOT CHORD 2x4 SPF No.2(flat) *Except* B2: 2x4 SPF 2100F 1.8E(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)28=2643/0-3-8 (min. 0-1-12), 2=585/0-9-4 (min. 0-1-8), 20=1105/0-9-4 (min. 0-1-8)Max Grav28=2643(LC 1), 2=603(LC 2), 20=1105(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1055/0, 3-4=-1051/0, 4-5=-1051/0, 5-6=-1610/34, 6-7=-1610/34, 7-8=-1050/641, 8-34=-1050/641, 9-34=-1050/641, 9-10=0/3610, 10-11=0/3610, 11-12=0/3610, 12-13=-1574/0, 13-14=-1599/0, 14-15=-3853/0, 15-16=-3853/0, 16-17=-3853/0, 17-18=-1881/0, 18-19=-1856/0, 19-20=-1861/0BOT CHORD 31-32=-34/1610, 30-31=-34/1610, 29-30=-327/1503, 28-29=-1566/0, 27-28=-950/0, 26-27=-950/0, 25-26=0/2993, 24-25=0/3853, 23-24=0/3184 WEBS 10-28=-264/0, 2-32=0/1147, 9-28=-2544/0, 9-29=0/1652, 5-32=-614/186, 8-29=-333/0, 7-29=-711/0, 20-23=0/2047, 12-28=-3070/0, 12-26=0/2177, 17-23=-1426/0, 13-26=-281/0, 17-24=0/777, 14-26=-1602/0, 16-24=-266/0, 14-25=0/1273, 15-25=-402/0, 7-30=0/598 NOTES- 1) Unbalanced floor live loads have been considered for this design.2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.3) All plates are MT20 plates unless otherwise indicated. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained byother means.7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.8) CAUTION, Do not erect truss backwards.9) Use USP MSH413 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 10-0-12 from the left end to connect truss(es) F03GR (1 ply 2x4 SPF) to front face of top chord. 10) Fill all nail holes where hanger is in contact with lumber.11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 22-33=-20, 1-10=-100, 10-19=-140, 19-20=-140, 20-21=-100Concentrated Loads (lb)Vert: 34=-282(F) 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss F02 Truss Type Floor Qty 1 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:13:02 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-cfHTPe7QD6E39SFUI2iM9tSJ1EqHCGZBe21YFZyOYBF Scale = 1:50.8 B1 T2T1 T1W1W3W3W3W6W3W3W3W3 W3 B2 T3 W4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 33 32 31 30 29 28 27 26 25 24 23 22 3x6 FP 3x10 MT20HS FP3x4 3x4 4x12 3x4 3x8 6x6 4x8 1.5x3 3x4 1.5x3 4x10 4x4 1.5x3 4x4 1.5x3 4x10 6x6 4x10 1.5x3 4x10 3x6 1.5x3 3x6 3x8 3x4 3x6 1.5x3 1-1-41-1-4 12-8-1211-7-8 27-10-1215-2-0 29-0-01-1-4 1-9-8 1-3-0 1-0-0 2-1-0 0-10-12 0-10-12 1-0-00-9-00-9-01-0-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [25:0-1-8,Edge], [30:0-1-8,Edge] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 YESIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.580.58 0.82 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.17-0.40 -0.03 (loc)23-2423-24 20 l/defl>999>464 n/a L/d480240 n/a PLATESMT20MT20HS Weight: 111 lb FT = 4%F, 4%E GRIP197/144148/108 LUMBER-TOP CHORD 2x4 SPF No.2(flat) *Except* T2,T3: 2x4 SPF 2100F 1.8E(flat)BOT CHORD 2x4 SPF No.2(flat) *Except* B2: 2x4 SPF 2100F 1.8E(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)28=2390/0-3-8 (min. 0-1-10), 2=541/0-9-4 (min. 0-1-8), 20=1120/0-9-4 (min. 0-1-8)Max Grav28=2390(LC 1), 2=559(LC 2), 20=1120(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-968/0, 3-4=-964/0, 4-5=-964/0, 5-6=-1386/320, 6-7=-1386/320, 7-8=-606/1211, 8-9=-606/1211, 9-10=0/3341, 10-11=0/3341, 11-12=0/3341, 12-13=-1831/0, 13-14=-1856/0, 14-15=-4001/0, 15-16=-4001/0, 16-17=-4001/0, 17-18=-1921/0, 18-19=-1895/0, 19-20=-1902/0BOT CHORD 31-32=-320/1386, 30-31=-320/1386, 29-30=-714/1202, 28-29=-1955/0, 27-28=-724/0, 26-27=-724/0, 25-26=0/3206, 24-25=0/4001, 23-24=0/3265 WEBS 10-28=-292/0, 2-32=0/1053, 9-28=-1914/0, 9-29=0/1497, 5-32=-464/379, 7-29=-870/0, 6-30=-301/0, 20-23=0/2091, 12-28=-3023/0, 12-26=0/2148, 17-23=-1471/0, 13-26=-280/0, 17-24=0/833, 14-26=-1565/0, 16-24=-287/0, 14-25=0/1216, 15-25=-386/0, 7-30=0/724 NOTES- 1) Unbalanced floor live loads have been considered for this design.2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.3) All plates are MT20 plates unless otherwise indicated. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained byother means.7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.8) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 22-33=-20, 1-10=-100, 10-19=-140, 19-20=-140, 20-21=-100 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss F02GR Truss Type Floor Girder Qty 1 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:13:02 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-cfHTPe7QD6E39SFUI2iM9tSJWEpECHTBe21YFZyOYBF Scale = 1:22.3 B1 W2 T2T1 W3W1W3W3W3W4 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 3x4 3x6 3x4 3x8 4x10 6x6 3x8 1.5x3 1.5x3 3x4 3x4 1.5x3 3x4 1.5x3 1-1-41-1-4 12-10-811-9-4 1-9-8 1-3-4 1-0-0 0-10-12 1-0-00-9-01-0-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [13:0-1-8,Edge] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 NOIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.610.64 0.76 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.15-0.28 0.02 (loc)12-1312-13 11 l/defl>938>510 n/a L/d480240 n/a PLATESMT20 Weight: 48 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* T1: 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF 2100F 1.8E(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=972/0-3-8 (min. 0-1-8), 2=878/0-9-4 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1419/0, 3-4=-1413/0, 4-5=-1413/0, 5-6=-2595/0, 6-7=-2595/0, 7-8=-2886/0, 8-17=-2886/0, 9-17=-2886/0BOT CHORD 14-15=0/2595, 13-14=0/2595, 12-13=0/2903, 11-12=0/1943WEBS9-11=-2136/0, 2-15=0/1543, 9-12=0/1042, 8-12=-329/0, 5-15=-1300/0, 7-13=-511/0 NOTES- 1) Unbalanced floor live loads have been considered for this design.2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.7) CAUTION, Do not erect truss backwards.8) Use USP MSH413 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 10-0-12 from the left end to connect truss(es) F03GR (1 ply 2x4 SPF) to back face of top chord. 9) Fill all nail holes where hanger is in contact with lumber.10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 11-16=-20, 1-10=-100Concentrated Loads (lb)Vert: 17=-342(B) 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss F03 Truss Type Floor Qty 1 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:13:03 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-5rrrc_82_QMwncqhsmDbi5?a5dCLxo_Kthm5o?yOYBE Scale = 1:18.9 B1 W2 T2T1 W3W1W3W3 1 2 3 4 5 6 7 8 13 12 11 10 9 3x4 3x6 2x4 3x4 3x8 6x6 3x4 1.5x3 1.5x3 3x4 1.5x3 1-1-41-1-4 9-11-08-9-12 1-9-8 1-2-12 0-10-12 1-0-00-9-01-0-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [10:0-1-8,Edge] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 YESIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.240.46 0.49 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.05-0.13 0.01 (loc)9-109-10 9 l/defl>999>836 n/a L/d480240 n/a PLATESMT20 Weight: 37 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=529/Mechanical, 2=624/0-9-4 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-913/0, 3-4=-908/0, 4-5=-908/0, 5-6=-1328/0, 6-7=-1328/0BOT CHORD 11-12=0/1328, 10-11=0/1328, 9-10=0/920WEBS7-9=-1011/0, 2-12=0/991, 7-10=0/521, 5-12=-508/0 NOTES-1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.7) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss F03GR Truss Type Floor Girder Qty 1 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:13:04 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-Z1PEqK8gljUnPlPtPTlqEIXmr1abgK9T6LWeKRyOYBD Scale = 1:7.6 B1 W1 W1 W1W1 T1 W3W2 1 2 3 5 4 3x6 3x4 3x6 3x4 3x4 0-10-40-10-4 3-5-122-7-8 1-9-8 1-2-4 1-0-01-0-0Plate Offsets (X,Y)-- [1:Edge,0-1-8] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 NOIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.180.33 0.18 DEFL.Vert(LL)Vert(TL) Horz(TL) in0.00-0.05 0.00 (loc)54-5 4 l/defl****>728 n/a L/d480240 n/a PLATESMT20 Weight: 15 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 3-5-12 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=442/Mechanical, 5=382/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.BOT CHORD 4-5=0/573WEBS2-4=-677/0, 2-5=-635/0 NOTES-1) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.5) Use USP MSH413 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 1-10-4 from the left end to connect truss(es) F03 (1 ply 2x4 SPF) to front face of top chord. 6) Fill all nail holes where hanger is in contact with lumber. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 4-5=-20, 1-3=-100Concentrated Loads (lb)Vert: 2=-437(F) 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute. JOHN M.PRESLEYCIVILNo. 43029 TER E DSIGER A FO LOISSEF O RP E N G INEERHTLAEWNOMMOC MASS AC HUSETTSN Job 15083359JF Truss F04 Truss Type Floor Qty 3 Ply 1 Margaret Babbot /Jennifer Ryan Job Reference (optional) 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Oct 29 14:13:05 2015 Page 1 Universal Forest Products ID:SYe7DNz?7rjmVn2g4GLL44yhhyD-1Ezc1g9IW1ce0v_3zBG3nW4nfRmsPbsdL?FCsuyOYBC Scale = 1:28.4 B1 W1 T1 T3 W3W2W2W2W2W2W2 T21234567 8 9 10 11 12 18 17 16 15 14 13 3x4 3x8 3x6 FP 3x4 4x10 6x6 4x10 1.5x3 4x12 4x10 1.5x3 4x8 3x4 3x4 3x4 1.5x3 15-4-015-4-0 16-5-01-1-0 1-9-8 2-1-4 0-10-12 1-0-00-9-01-0-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [15:0-3-0,Edge], [16:0-1-8,Edge] LOADING (psf)TCLLTCDL BCLLBCDL 40.010.0 0.010.0 SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.001.00 YESIRC2009/TPI2007 CSI.TCBC WB(Matrix) 0.810.91 0.91 DEFL.Vert(LL)Vert(TL) Horz(TL) in-0.31-0.75 0.03 (loc)16-1716-17 11 l/defl>603>247 n/a L/d480240 n/a PLATESMT20 Weight: 62 lb FT = 4%F, 4%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat) *Except* T1: 2x4 SPF 2100F 1.8E(flat)BOT CHORD 2x4 SPF 2100F 1.8E(flat)WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)18=1234/0-3-8 (min. 0-1-8), 11=1325/0-9-4 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-4066/0, 3-4=-4066/0, 4-5=-5247/0, 5-6=-5247/0, 6-7=-5247/0, 7-8=-2229/0, 8-9=-2229/0, 9-10=-2204/0, 10-11=-2211/0BOT CHORD 17-18=0/2395, 16-17=0/5022, 15-16=0/5247, 14-15=0/3952WEBS11-14=0/2431, 2-18=-2633/0, 2-17=0/1848, 7-14=-1887/0, 7-15=0/1572, 4-17=-1057/0, 6-15=-482/0, 4-16=-60/666 NOTES- 1) Unbalanced floor live loads have been considered for this design.2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.7) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 13-18=-20, 1-10=-141, 10-11=-141, 11-12=-100 10/29/15 This truss is to be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFP company. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, delivery, erection and bracing available from SBCA and Truss Plate Institute.