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HomeMy WebLinkAboutI7499216.B13331720.pdf B13331720 ProBuild (Mooresville). July 31, 2014.My license renewal date for the state of Indiana is Pages or sheets covered by this seal: Wedgewood 47 Grandin Hall Ryan Dexter, P.E. The truss drawing(s) referenced below have been prepared by DrJ Consulting, LLC under my direct supervision based on the parameters provided by The seal on these Truss Design Drawings indicates acceptance of professional engineering responsibility solely for the truss component(s) depicted on the individual Truss Design Drawings. The design assumptions, loading conditions, suitability and use of this component for any particular building is the responsibility of the building designer or owner of the trusses, per ANSI/TPI 1. The responsibilities and duties of the truss designer, truss design engineer and truss manufacturer shall be in accord with the latest edition of ANSI/TPI 1 Chapter 2 unless otherwise defined by a contract agreed upon by the parties involved. Re: thru I7499262I7499216 MiTek 20/20 7.3 Important Notice: The accuracy of the Truss Design Drawings relies upon: All truss and component designs utilize manufacturer published connector (i.e. truss plate, etc.) design values and American Lumber Standards Committee (ALSC) approved rules-writing agency lumber design values (where Southern Pine has been specified, those design values are as tabulated in Southern Pine Inspection Bureau Grading Rules 2002 Edition Supplement No. 13). Lumber design values correspond with the grade stamp prior to cross cutting as (a) approved by the Board of Review of ALSC (b) tabulated and footnoted by the applicable rules-writing agency using a published effective date, (c) approved and published by the American Wood Council for use in the NDS engineering equations for the design of structures using lumber, and (d) referenced in the latest edition of ANSI/TPI 1, Section 6.3. Ryan J. Dexter, P.E. DrJ Consulting, LLC 6300 Enterprise LaneMadison, Wisconsin, 53719 November 13,2013 Job B13331720 Truss GE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499216 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:19:30 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-aj1G1c0seS1NGJRk59fvyqjWxl_u7pANzJ3JyGyJdRh Scale = 1:39.8 1-8 8-15 2-22 8-21 7-22 6-23 5-24 4-25 3-26 2-2 14-14 9-20 10-19 11-18 12-17 13-16 14-221 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 4x6 3x6 5x6 3x6 17-7-0 17-7-0 -1-0-0 1-0-0 8-9-8 8-9-8 17-7-0 8-9-8 18-7-0 1-0-0 0- 6 - 1 4 6- 5 - 3 0- 6 - 1 4 8.00 12 Plate Offsets (X,Y): [2:0-2-12,0-0-4], [14:0-2-12,0-0-4], [22:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.05 0.02 0.07 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 15 15 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud WEDGE Left: 2x3 SPF No.2, Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS All bearings 17-7-0. (lb) - Max Horz 2=144(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 22, 23, 24, 25, 26, 14, 20, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 21, 22, 23, 24, 25, 26, 14, 20, 19, 18, 17, 16 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 22, 23, 24, 25, 26, 14, 20, 19, 18, 17, 16. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss GE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499217 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:19:32 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-W691SI16A3H5Wca7CahN1Fok1YZHbglgRdYQ19yJdRf Scale = 1:80.0 4-6 6-7 2-8 3-9 5-9 5-7 2-2 10-12 11-12 13-15 14-15 16-18 17-18 19-21 20-21 5-22 23-24 1-4 7-8 6-25 1 2 3 4 5 6 9 8 7 25 26 3x4 3x8 3x6 3x8 3x4 3x4 1.5x4 3x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 2x4 1.5x4 3x4 8-8-2 8-8-2 17-6-8 8-10-6 -1-0-0 1-0-0 5-9-13 5-9-13 11-0-0 5-2-3 17-6-8 6-6-8 0- 6 - 1 4 12 - 3 - 3 9- 1 - 1 2 8.00 12 Plate Offsets (X,Y): [2:0-3-8,Edge], [6:0-4-8,0-1-0], [7:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.52 0.41 0.26 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.32 0.29 0.05 (loc) 7-9 2-9 26 2-9 l/defl >999 >647 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 141 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-9,5-9: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 10-12: 2x4 SPF No.2 WEDGE Left: 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS (lb/size)2=762/0-3-8 (min. 0-1-8), 26=664/0-3-0 (min. 0-1-8) Max Horz 2=378(LC 6) Max Uplift 26=-177(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-900/0, 3-4=-699/0, 4-5=-541/0, 7-25=-97/529, 6-25=-97/529 BOT CHORD 2-9=-206/658, 8-9=-116/391, 7-8=-116/391 WEBS 5-9=-4/487, 5-7=-585/176 NOTES (9-12) 1) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 26=177. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss GE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499218 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:19:34 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-SUHnt_3NigXplwkVK?kr6fuCwML03dszux1W51yJdRd Scale = 1:83.5 11-20 20-21 2-30 19-22 18-23 17-24 16-25 15-26 14-27 13-28 12-29 10-30 2-2 9-318-327-336-345-354-363-37 1-11 21-301 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3938 3x4 3x6 5x6 22-10-0 22-10-0 -1-0-0 1-0-0 22-10-0 22-10-0 0- 6 - 1 4 15 - 9 - 9 8.00 12 Plate Offsets (X,Y): [2:0-2-12,0-0-4], [30:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.05 0.01 0.09 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 1 1 21 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 218 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 38-39: 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except* 10-30,9-31,8-32,7-33,6-34,5-35,4-36,3-37: 2x4 SPF Stud WEDGE Left: 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 22-38, 18-23, 17-24, 16-25, 15-26, 14-27, 13-28, 12-29 2 Rows at 1/3 pts 20-21 JOINTS 1 Brace at Jt(s): 38 REACTIONS All bearings 22-10-0. (lb) - Max Horz 2=493(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 21, 2, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37 Max Grav All reactions 250 lb or less at joint(s) 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37 except 2=330(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-591/57, 3-4=-514/47, 4-5=-478/45, 5-6=-446/42, 6-7=-413/39, 7-8=-380/36, 8-9=-347/33, 9-10=-314/31, 10-11=-281/20, 11-12=-277/28 NOTES (10-13) 1) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 2, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31 , 32, 33, 34, 35, 36, 37. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499219 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:19:36 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-PtOYHg4dEInX_EuuRQmJB4zXE91eXXMFMFWdAwyJdRb Scale = 1:49.0 2-28 1-8 8-15 14-16 16-28 8-22 7-23 6-24 5-25 4-26 3-27 9-21 10-20 11-19 12-18 13-17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 2x4 4x6 2x4 15-6-14 15-6-14 -1-0-0 1-0-0 7-9-7 7-9-7 15-6-14 7-9-7 16-6-14 1-0-0 0- 1 0 - 1 4 8- 8 - 5 0- 1 0 - 1 4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.13 0.06 0.09 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22 REACTIONS All bearings 15-6-14. (lb) - Max Horz 28=205(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-141(LC 4), 16=-103(LC 5), 27=-144(LC 5), 17=-124(LC 4) Max Grav All reactions 250 lb or less at joint(s) 28, 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=141, 16=103, 27=144, 17=124. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss GE05 Truss Type GABLE Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499220 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:19:38 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-LFWIiL6tmv1FEX2GZronHV2uwzjP?RkYpZ?kEoyJdRZ Scale = 1:56.1 1-6 6-13 12-24 1-24 6-19 5-20 4-21 3-22 2-23 7-18 8-17 9-16 10-15 11-14 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 1.5x4 8x8 1.5x4 5x8 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x6 1.5x4 3x6 1.5x4 3x6 1.5x4 3x6 1.5x4 3x6 15-7-13 15-7-13 18-10-0 3-2-3 6-3-11 6-3-11 18-10-0 12-6-5 2- 1 1 - 7 7- 1 - 1 5 1- 1 1 - 2 0- 8 - 1 3 1- 1 1 - 2 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.05 0.04 0.10 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-13: 2x10 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS All bearings 18-10-0. (lb) - Max Horz 24=-224(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 13, 24, 12, 19, 20, 21, 22, 23, 18, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 13, 24, 19, 20, 21, 22, 23, 18, 17, 16, 15, 14 except 12=294(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 24, 12, 19, 20, 21, 22, 23, 18, 17, 16, 15, 14. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 24, 12, 19, 20, 21, 22, 23, 18, 17, 16, 15, 14. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss GE06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499221 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:19:40 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-Hee27178IWHyTrCfgGqFMw86enHRTHorGtUrJhyJdRX Scale = 1:71.7 4-5 5-7 10-16 3-11 5-11 5-9 6-9 2-16 3-16 7-8 6-8 5-17 18-19 18-20 21-22 23-24 23-25 26-27 26-28 12-2913-30 14-31 32-33 15-32 34-35 36-38 37-38 39-40 41-42 8-10 43-44 44-45 1 2 3 4 5 6 7 16 15 14 13 12 11 10 9 8 3x6 4x6 3x4 3x4 3x4 3x4 3x4 3x4 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 9-6-0 9-6-0 15-11-0 6-5-0 24-11-8 9-0-8 -1-0-0 1-0-0 5-9-0 5-9-0 12-8-8 6-11-8 19-8-0 6-11-8 24-11-8 5-3-8 2- 7 - 1 2 11 - 1 - 7 2- 1 1 - 7 8.00 12 Plate Offsets (X,Y): [5:0-3-0,0-1-12], [5:0-1-4,0-1-8], [7:0-2-0,0-0-8], [44:0-1-11,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.48 0.46 0.38 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.42 0.03 0.02 (loc) 8-9 8-9 8 9-11 l/defl >999 >542 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 216 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-11,5-9: 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 6-8 REACTIONS All bearings 6-5-0 except (jt=length) 8=0-3-8. (lb) - Max Horz 16=293(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 13 except 16=-130(LC 6) Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 15 except 16=942(LC 1), 8=957(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-834/188, 4-5=-817/235, 5-6=-861/214 BOT CHORD 15-16=-132/653, 14-15=-132/653, 13-14=-132/653, 12-13=-132/653, 11-12=-132/653, 10-11=-19/541, 9-10=-19/541, 8-9=-2/650 WEBS 5-9=-51/322, 3-16=-935/30, 6-8=-961/69 NOTES (10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 13 except (jt=lb) 16=130. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss GE07 Truss Type GABLE Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499222 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:19:42 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-D1mpYj9Op8Xgj9L2ohtjRLDNhazYxCq8kBzyNayJdRV Scale = 1:69.5 4-5 5-6 9-10 3-8 5-8 2-10 3-10 6-76-8 7-9 5-1112-33 13-14 15-16 17-18 19-20 21-22 23-24 25-26 25-27 28-29 30-31 17-32 17-33 33-34 1 2 3 4 5 6 10 9 8 7 3x6 4x6 4x10 3x8 3x4 3x8 3x4 2x4 3x6 3x4 2x4 2x4 9-6-0 9-6-0 19-4-8 9-10-8 -1-0-0 1-0-0 5-9-0 5-9-0 12-8-8 6-11-8 19-4-8 6-8-0 2- 7 - 1 2 11 - 1 - 7 6- 8 - 2 8.00 12 Plate Offsets (X,Y): [5:0-5-0,0-1-0], [17:0-2-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.77 0.48 0.28 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.48 0.01 0.03 (loc) 7-8 7-8 7 7-8 l/defl >999 >472 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 159 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-8,6-8: 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10 REACTIONS (lb/size)10=834/0-3-8 (min. 0-1-8), 7=761/0-3-8 (min. 0-1-8) Max Horz 10=338(LC 5) Max Uplift 10=-56(LC 6), 7=-50(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-625/128, 4-5=-608/174, 5-6=-560/158, 6-7=-680/105 BOT CHORD 9-10=-170/513, 8-9=-170/513 WEBS 5-8=-50/291, 3-10=-693/0, 6-8=-63/434 NOTES (10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss GE08 Truss Type GABLE Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499223 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:19:43 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-iDJBl3A0aRfXKJwELOOy_Zmch_NGgdeHzrjVv0yJdRU Scale = 1:65.0 2-22 1-7 7-12 12-13 13-22 7-23 6-18 5-19 4-20 3-21 8-17 9-16 10-15 11-14 24-25 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 2324 25 3x4 3x6 4x6 3x6 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 13-11-0 13-11-0 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 2- 1 0 - 1 4 9- 1 0 - 6 2- 1 0 - 1 4 12.00 12 Plate Offsets (X,Y): [13:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.56 0.19 0.44 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 1 2 13 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 23, 24, 25 REACTIONS All bearings 13-11-0. (lb) - Max Horz 22=268(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 20, 15 except 22=-295(LC 4), 13=-287(LC 5), 19=-109(LC 6), 21=-366(LC 5), 16=-103(LC 7), 14=-300(LC 4) Max Grav All reactions 250 lb or less at joint(s) 18, 19, 20, 17, 16, 15 except 22=333(LC 5), 13=274(LC 4), 21=328(LC 4), 14=332(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-26/309, 8-9=-28/309 NOTES (11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 15 except (jt=lb) 22=295, 13=287, 19=109, 21=366, 16=103, 14=300. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss GE09 Truss Type GABLE Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499224 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:19:45 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-ecRxAlBG63wFac4dTpQQ3_r1Bo4U8cHaQ9Cc_uyJdRS Scale = 1:54.6 1-10 10-13 13-14 1-22 10-17 9-18 8-19 7-20 6-21 5-23 4-24 3-25 2-26 11-16 12-15 14-22 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 143x4 4x6 2x4 2x4 3x4 16-7-0 16-7-0 12-11-3 12-11-3 16-7-0 3-7-13 0- 5 - 1 4 9- 1 - 5 6- 8 - 2 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.24 0.08 0.11 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 10-17: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-17 REACTIONS All bearings 16-7-0. (lb) - Max Horz 1=283(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 14, 17, 18, 19, 20, 21, 23, 24, 25, 26, 15 Max Grav All reactions 250 lb or less at joint(s) 1, 14, 17, 18, 19, 20, 21, 23, 24, 25, 26, 16, 15 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-279/171 NOTES (11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 14, 17, 18, 19, 20, 21, 23, 24, 25, 26, 15. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss GE10 Truss Type GABLE Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499225 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:19:47 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-a_ZibQDXegAzpwE?aETu8PwOXbmdcTpttShj2nyJdRQ Scale = 1:65.6 2-32 1-9 9-17 16-18 26-32 9-33 8-25 7-27 6-28 5-29 4-30 3-31 10-24 11-23 12-22 13-21 14-20 15-19 18-26 34-35 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3334 35 2x4 3x4 4x6 3x4 2x4 3x4 2-4-8 4- 4 - 1 4 19-7-0 19-7-0 -1-0-0 1-0-0 9-9-8 9-9-8 19-7-0 9-9-8 20-7-0 1-0-0 0- 1 0 - 1 4 10 - 8 - 6 0- 1 0 - 1 4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.19 0.10 0.24 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.01 (loc) 17 17 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 143 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 8-25,10-24: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 33, 34, 35 REACTIONS All bearings 19-7-0. (lb) - Max Horz 32=252(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 32, 18, 27, 28, 29, 30, 23, 22, 21, 20 except 31=-177(LC 6), 19=-171(LC 7) Max Grav All reactions 250 lb or less at joint(s) 32, 18, 25, 27, 28, 29, 30, 31, 24, 23, 22, 21, 20, 19 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 18, 27, 28, 29, 30, 23, 22, 21, 20 except (jt=lb) 31=177, 19=171. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss GE11 Truss Type GABLE Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499226 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:19:49 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-WNhS06EnAHQh2EOOifVMDq0cmPFv4L2ALmAp7gyJdRO Scale = 1:67.3 1-3 3-5 5-8 2-11 3-12 4-12 4-10 5-10 6-10 9-11 7-913-14 15-16 1 2 3 4 5 6 7 8 13 12 11 10 9 4x6 4x6 3x8 3x4 3x4 3x4 3x8 1.5x4 5x12 1.5x4 1.5x4 1.5x4 1.5x4 4-0-0 4-0-0 5-9-9 1-9-9 13-9-8 7-11-15 23-7-0 9-9-8 -1-0-9 1-0-9 5-9-9 5-9-9 8-9-8 2-11-15 13-9-8 5-0-0 18-9-8 5-0-0 23-7-0 4-9-8 24-7-0 1-0-0 0- 4 - 0 2- 8 - 7 10 - 8 - 6 0- 1 0 - 1 4 4.90 12 12.00 12 Plate Offsets (X,Y): [2:0-3-12,Edge], [9:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.65 0.95 0.38 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.46 0.03 0.10 (loc) 9-10 9-10 9 10-12 l/defl >999 >494 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-10: 2x4 SPF No.2, 7-9: 2x4 SP No.1 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. REACTIONS (lb/size)2=586/0-3-8 (min. 0-1-8), 9=905/0-3-8 (min. 0-1-8), 13=512/0-3-8 (min. 0-1-8) Max Horz 2=251(LC 5) Max Uplift 2=-52(LC 6), 9=-56(LC 7), 13=-32(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1067/58, 3-4=-1396/181, 4-5=-737/166, 5-6=-730/168, 6-7=-921/123, 7-9=-812/145 BOT CHORD 2-13=-24/914, 12-13=-24/914, 11-12=-30/681, 10-11=-30/681, 9-10=0/559 WEBS 3-12=-774/169, 4-12=-62/561, 4-10=-345/172, 5-10=-126/597 NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 13. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss GE12 Truss Type GABLE Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499227 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:19:50 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-_ZFqESFPxbYYgNzaGM0bm1YwHppTprrJaQvNf6yJdRN Scale = 1:52.1 1-10 10-19 2-28 10-27 9-29 8-30 7-31 6-32 5-33 4-34 3-35 11-26 12-25 13-24 14-23 15-22 16-21 17-20 18-281 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 4x6 3x4 3x4 3x4 22-11-0 22-11-0 -1-3-11 1-3-11 11-5-8 11-5-8 22-11-0 11-5-8 24-2-11 1-3-11 0- 4 - 7 8- 0 - 2 0- 4 - 7 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.09 0.03 0.15 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.01 (loc) 19 19 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS All bearings 22-11-0. (lb) - Max Horz 2=182(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 29, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 27, 29, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 29, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23 , 22, 21, 20, 18. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss GE13 Truss Type GABLE Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499228 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:19:51 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-TmoCRoG1ivgPIXXmp4XqIF55LC8MYKvTo4fwBYyJdRM Scale = 1:13.6 2-7 1-4 4-5 5-7 3-6 1 2 3 4 7 6 5 3x8 1.5x4 1.5x4 1.5x4 1.5x4 -0-9-0 0-9-0 4-7-10 4-7-10 0- 9 - 6 2- 1 - 1 0 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.07 0.05 0.04 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)7=170/4-7-10 (min. 0-1-8), 5=-0/4-7-10 (min. 0-1-8), 6=232/4-7-10 (min. 0-1-8) Max Horz 7=61(LC 5) Max Uplift 7=-33(LC 4), 5=-3(LC 5), 6=-29(LC 6) Max Grav 7=170(LC 1), 5=3(LC 9), 6=232(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (10-13) 1) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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 has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 6. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss GE14 Truss Type GABLE Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499229 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:19:52 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-xyMbe8HfTCoFvh6zNn23rSdGRcUkHnAc1kOTk_yJdRL Scale = 1:29.2 1-5 5-6 1-6 4-7 3-8 2-9 1 2 3 4 5 9 8 7 62x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 7-3-3 7-3-3 0- 0 - 4 4- 1 0 - 2 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.11 0.04 0.04 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS All bearings 7-3-3. (lb) - Max Horz 1=133(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8, 9 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (9-12) 1) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7, 8, 9. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss M01 Truss Type Monopitch Truss Qty 8 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499230 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:19:54 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-tKUL3qIw?q2z9?GLVC5XwtjVUQ4QldBvV2taotyJdRJ Scale = 1:69.2 4-6 6-7 2-8 3-9 5-9 5-7 2-2 6-10 1-4 7-812 3 4 5 6 9 8 7 10 11 3x4 3x8 3x6 3x8 3x6 3x4 1.5x4 3x4 3x4 8-8-2 8-8-2 17-6-8 8-10-6 -1-0-0 1-0-0 5-9-13 5-9-13 11-0-0 5-2-3 17-6-8 6-6-8 0- 6 - 1 4 12 - 3 - 3 9- 1 - 1 2 8.00 12 Plate Offsets (X,Y): [2:0-3-8,Edge], [6:0-4-8,0-1-0], [7:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.52 0.41 0.26 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.32 0.29 0.05 (loc) 7-9 2-9 11 2-9 l/defl >999 >647 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-9,5-9: 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS (lb/size)2=762/0-3-8 (min. 0-1-8), 11=664/0-3-0 (min. 0-1-8) Max Horz 2=378(LC 6) Max Uplift 11=-177(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-900/0, 3-4=-699/0, 4-5=-541/0, 7-10=-97/529, 6-10=-97/529 BOT CHORD 2-9=-206/658, 8-9=-116/391, 7-8=-116/391 WEBS 5-9=-4/487, 5-7=-585/176 NOTES (7-10) 1) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=177. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss M02 Truss Type MONOPITCH TRUSS Qty 10 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499231 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 12:01:19 2013 Page 1 Probuild, Mooresville, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-_jp9OvMIzzmPR6qbUO4X0qEO1JuvzcYZkFP4tgyJbyE Scale = 1:91.5 4-6 6-7 2-9 3-10 3-8 5-8 5-7 2-2 6-11 1-4 7-9 12 3 4 5 6 10 9 8 7 11 12 3x4 4x8 3x6 3x8 3x4 3x4 1.5x4 3x4 3x4 4x6 4x6 7-4-0 7-4-0 14-9-0 7-5-0 23-1-8 8-4-8 -1-0-0 1-0-0 7-4-0 7-4-0 14-9-0 7-5-0 23-1-8 8-4-8 0- 6 - 1 4 15 - 1 1 - 1 4 9- 1 - 1 2 8.00 12 Plate Offsets (X,Y): [2:0-3-8,Edge], [3:0-1-12,0-1-8], [5:0-1-12,0-1-8], [6:0-4-8,Edge], [7:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.45 0.36 0.58 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.27 0.50 0.06 (loc) 7-8 7-8 12 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 135 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-7: 2x6 SPF No.2, 3-10: 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 5-7 REACTIONS (lb/size)2=984/0-3-8 (min. 0-1-9), 12=881/0-3-0 (min. 0-1-8) Max Horz 2=387(LC 5) Max Uplift 12=-206(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1276/0, 3-4=-743/0, 4-5=-521/0, 7-11=-118/698, 6-11=-118/698 BOT CHORD 2-10=-164/948, 9-10=-164/948, 8-9=-164/948, 7-8=-92/519 WEBS 3-10=0/314, 3-8=-522/151, 5-8=0/545, 5-7=-786/212 NOTES (7-10) 1) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 206 lb uplift at joint 12. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss M03 Truss Type MONOPITCH TRUSS Qty 8 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499232 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:19:56 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-pjc5UVKAWRIhOJQkcd7??IoplDnnDSLCyMMhtmyJdRH Scale = 1:85.6 3-5 5-6 1-8 2-9 2-7 4-7 4-6 1-1 5-10 1-3 6-8 1 2 3 4 5 9 8 7 6 10 11 3x4 3x8 4x6 3x8 3x4 3x4 1.5x4 3x4 3x4 3x4 3x4 7-4-0 7-4-0 14-9-0 7-5-0 23-1-8 8-4-8 7-4-0 7-4-0 14-9-0 7-5-0 23-1-8 8-4-8 0- 6 - 1 4 15 - 1 1 - 1 4 9- 1 - 1 2 8.00 12 Plate Offsets (X,Y): [1:0-3-8,Edge], [2:0-1-12,0-1-8], [4:0-1-12,0-1-8], [5:0-4-8,0-1-0], [6:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.60 0.35 0.60 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.32 0.75 0.05 (loc) 6-7 6-7 11 1-9 l/defl >999 >866 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-9: 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7, 4-6 REACTIONS (lb/size)1=914/0-3-8 (min. 0-1-8), 11=889/0-3-0 (min. 0-1-8) Max Horz 1=475(LC 6) Max Uplift 11=-236(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1255/0, 2-3=-746/0, 3-4=-524/0, 6-10=-131/706, 5-10=-131/706 BOT CHORD 1-9=-270/954, 8-9=-270/954, 7-8=-270/954, 6-7=-140/522 WEBS 2-9=0/314, 2-7=-526/158, 4-7=0/552, 4-6=-799/213 NOTES (7-10) 1) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=236. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss M04 Truss Type Monopitch Truss Qty 8 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499233 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:19:57 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-HvAUirLoHlQY0S?wAKeEYWLyyd8wy_hLB06EPCyJdRG Scale = 1:23.6 1-4 4-5 5-7 3-53-6 2-71 2 3 4 7 6 5 1.5x4 4x8 3x4 1.5x4 3x4 5-4-0 5-4-0 9-11-10 4-7-10 -0-9-0 0-9-0 5-4-0 5-4-0 9-11-10 4-7-10 0- 9 - 6 3- 8 - 4 3- 4 - 1 2 0- 3 - 8 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.77 0.30 0.27 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 0.01 0.05 (loc) 6 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 9-2-7 oc bracing. REACTIONS (lb/size)7=443/0-10-4 (min. 0-1-8), 5=385/0-1-8 (min. 0-1-8) Max Horz 7=107(LC 6) Max Uplift 7=-126(LC 4), 5=-131(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-571/346, 2-7=-377/215 BOT CHORD 6-7=-404/501, 5-6=-404/501 WEBS 3-5=-531/430 NOTES (8-11) 1) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=126, 5=131. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss MG01 Truss Type Monopitch Truss Qty 1 Ply 2 Wedgewood 47 Grandin Hall Job Reference (optional) I7499234 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 11:48:27 2013 Page 1 Probuild, Mooresville, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-bC9JNw02nmVyqTpEGGEVj1GZ57Su5bkxD8OEnQyJc8I Scale = 1:58.5 1-3 3-4 4-6 2-4 1-6 2-6 7-8 5-8 9-10 11-12 11-13 14-15 1 2 3 6 5 4 1.5x4 1.5x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 8-9-0 8-9-0 4-4-8 4-4-8 8-9-0 4-4-8 3- 9 - 5 9- 7 - 5 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.11 0.19 0.05 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.06 0.00 -0.00 (loc) 5-6 5-6 4 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 153 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-4: 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS (lb/size)4=235/2-9-0 (min. 0-1-8), 6=309/Mechanical, 5=132/2-9-0 (min. 0-1-8) Max Horz 6=272(LC 4) Max Uplift 4=-211(LC 4), 6=-12(LC 3) Max Grav 4=235(LC 1), 6=309(LC 1), 5=271(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (11-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 211 lb uplift at joint 4 and 12 lb uplift at joint 6. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss T01 Truss Type Special Truss Qty 7 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499235 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:19:59 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-EIHE6XM2pMgGFm9JHlgidxQRGRq1Qp1eeKbLU4yJdRE Scale = 1:56.4 1-5 5-9 2-8 5-10 6-104-10 7-8 2-3 1 2 3 4 5 6 7 8 9 10 4x6 4x10 4x6 4x10 4x6 3x8 1.5x4 1.5x4 7-9-7 7-9-7 15-6-14 7-9-7 -1-0-0 1-0-0 3-6-0 3-6-0 7-9-7 4-3-7 12-0-14 4-3-7 15-6-14 3-6-0 16-6-14 1-0-0 0- 1 0 - 1 4 8- 8 - 5 0- 1 0 - 1 4 12.00 12 Plate Offsets (X,Y): [2:0-5-15,Edge], [8:0-5-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix-M) 0.14 0.26 0.60 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.01 0.10 (loc) 10-17 10-17 8 10-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=683/0-3-8 (min. 0-1-8), 8=683/0-3-8 (min. 0-1-8) Max Horz 2=184(LC 5) Max Uplift 2=-177(LC 6), 8=-177(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-497/366, 3-4=-644/340, 4-5=-524/369, 5-6=-524/369, 6-7=-644/340, 7-8=-497/366 BOT CHORD 2-10=-151/420, 8-10=-149/420 WEBS 5-10=-427/407 NOTES (7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=177, 8=177. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss T02 Truss Type Special Truss Qty 6 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499236 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:00 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-iUrcKtNgagp7twjVrSBxA8zWTr3q9Irot_Kv0XyJdRD Scale = 1:49.8 1-2 2-5 4-7 2-6 3-61-7 1-6 1 2 3 4 7 6 5 3x4 8x8 1.5x4 5x8 3x8 3x6 6-3-11 6-3-11 15-7-13 9-4-2 18-10-0 3-2-3 6-3-11 6-3-11 10-11-12 4-8-1 15-7-13 4-8-1 18-10-0 3-2-3 2- 1 1 - 7 7- 1 - 1 5 0- 8 - 1 3 1- 1 1 - 2 8.00 12 Plate Offsets (X,Y): [1:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.56 0.67 0.50 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.64 0.15 0.07 (loc) 4-6 4-6 5 4-6 l/defl >982 >345 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-5: 2x10 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=750/0-3-8 (min. 0-1-8), 7=742/0-3-8 (min. 0-1-8) Max Horz 7=-184(LC 4) Max Uplift 5=-36(LC 7), 7=-28(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-685/83, 2-3=-704/92, 3-4=-1128/114, 4-5=-355/59, 1-7=-704/76 BOT CHORD 4-6=0/1097 WEBS 2-6=0/434, 3-6=-717/157, 1-6=0/501 NOTES (8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss T03 Truss Type Common Truss Qty 10 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499237 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:01 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-AhP_XDOJLzx_U4IhPAjAiMVduES?uoXx6e4SYzyJdRC Scale = 1:66.5 4-5 5-6 9-10 3-8 5-8 2-10 3-10 6-76-8 7-9 1 2 3 4 5 6 10 9 8 7 3x6 4x6 3x4 3x4 3x8 3x4 2x4 3x6 3x4 9-6-0 9-6-0 19-4-8 9-10-8 -1-0-0 1-0-0 5-9-0 5-9-0 12-8-8 6-11-8 19-4-8 6-8-0 2- 7 - 1 2 11 - 1 - 7 6- 8 - 2 8.00 12 Plate Offsets (X,Y): [6:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.77 0.48 0.28 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.48 0.01 0.01 (loc) 7-8 7-8 7 8-10 l/defl >999 >472 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-8,6-8: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10 REACTIONS (lb/size)10=834/0-3-8 (min. 0-1-8), 7=761/0-3-8 (min. 0-1-8) Max Horz 10=242(LC 5) Max Uplift 10=-39(LC 6), 7=-67(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-625/88, 4-5=-608/135, 5-6=-560/130, 6-7=-680/130 BOT CHORD 9-10=-162/513, 8-9=-162/513 WEBS 5-8=-13/291, 3-10=-693/0, 6-8=-54/434 NOTES (7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss T04 Truss Type Common Truss Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499238 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:02 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-etzNlZPx6H3r6EtuztEPFZ2x8es3dFp4KIp?4PyJdRB Scale = 1:59.6 1-4 4-6 7-9 4-8 5-83-8 2-9 3-9 6-7 5-71 2 3 4 5 6 9 8 7 4x6 1.5x4 3x8 3x4 3x4 1.5x4 3x4 3x4 6-11-8 6-11-8 13-11-0 6-11-8 -1-0-0 1-0-0 2-4-0 2-4-0 6-11-8 4-7-8 11-7-0 4-7-8 13-11-0 2-4-0 2- 1 0 - 1 4 9- 1 0 - 6 2- 1 0 - 1 4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.23 0.23 0.28 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.01 0.01 (loc) 7-8 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-8: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=617/0-3-8 (min. 0-1-8), 7=542/0-3-8 (min. 0-1-8) Max Horz 9=268(LC 5) Max Uplift 9=-32(LC 6), 7=-34(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-402/151, 4-5=-402/152 WEBS 3-9=-490/16, 5-7=-494/49 NOTES (7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss T05 Truss Type COMMON TRUSS Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499239 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:03 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-63XlyuPZtbBikNS4Wbleonb6u2CIMi1EZyZZdsyJdRA Scale = 1:59.6 1-3 3-5 6-8 3-7 4-72-7 1-8 2-8 5-6 4-6 1 2 3 4 5 8 7 6 1.5x4 4x6 1.5x4 3x8 3x4 3x4 3x4 3x4 6-11-8 6-11-8 13-11-0 6-11-8 2-4-0 2-4-0 6-11-8 4-7-8 11-7-0 4-7-8 13-11-0 2-4-0 2- 1 0 - 1 4 9- 1 0 - 6 2- 1 0 - 1 4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.23 0.23 0.28 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.01 0.01 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-7: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)8=545/0-3-8 (min. 0-1-8), 6=545/0-3-8 (min. 0-1-8) Max Horz 8=-250(LC 4) Max Uplift 8=-28(LC 7), 6=-28(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-405/145, 3-4=-405/145 WEBS 2-8=-497/43, 4-6=-497/43 NOTES (7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss T06 Truss Type Common Truss Qty 3 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499240 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:04 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-aG57AEQBeuJZLX1G4IGtK_7HXSXf59PNocI69IyJdR9 Scale = 1:59.6 1-3 3-5 6-8 2-7 3-7 4-7 1-8 2-8 5-6 4-6 1 2 3 4 5 8 7 6 1.5x4 4x6 1.5x4 3x4 3x8 3x4 3x4 3x4 6-11-8 6-11-8 13-7-8 6-8-0 2-4-0 2-4-0 6-11-8 4-7-8 11-7-0 4-7-8 13-7-8 2-0-8 2- 1 0 - 1 4 9- 1 0 - 6 3- 2 - 6 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.23 0.23 0.28 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.01 0.01 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-7: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)8=533/0-3-8 (min. 0-1-8), 6=533/Mechanical Max Horz 8=254(LC 5) Max Uplift 8=-27(LC 7), 6=-29(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-393/145, 3-4=-393/145 WEBS 2-8=-484/42, 4-6=-500/46 NOTES (8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss T07 Truss Type Common Truss Qty 5 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499241 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:05 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-2SfVNaRpPCRPzhcTe0n6tCgRwsqKqcaX0G2fhkyJdR8 Scale = 1:54.6 1-3 3-4 1-6 2-7 3-7 4-5 3-5 5-6 1 2 3 4 7 6 53x4 4x6 1.5x4 3x4 3x4 1.5x4 3x4 8-3-2 8-3-2 16-7-0 8-3-14 6-6-15 6-6-15 12-11-3 6-4-4 16-7-0 3-7-13 0- 5 - 1 4 9- 1 - 5 6- 8 - 2 8.00 12 Plate Offsets (X,Y): [1:0-0-0,0-0-5], [3:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.32 0.39 0.22 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.28 0.01 0.04 (loc) 5-7 1-7 5 1-7 l/defl >999 >711 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7,4-5: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS (lb/size)1=652/0-3-8 (min. 0-1-8), 5=652/0-3-8 (min. 0-1-8) Max Horz 1=221(LC 6) Max Uplift 1=-3(LC 6), 5=-76(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-828/29, 2-3=-714/117 BOT CHORD 1-7=-155/622 WEBS 2-7=-368/208, 3-7=-94/616, 3-5=-530/105 NOTES (7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss T08 Truss Type Common Truss Qty 3 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499242 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:06 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-WeCtawSRAWZGbrBfCjILPPDcpFAeZ3rgFwnDDAyJdR7 Scale = 1:54.3 4-5 5-6 2-8 3-9 5-9 6-7 5-7 1-4 7-81 2 3 4 5 6 9 8 7 3x4 4x6 1.5x4 3x6 3x4 3x4 1.5x4 3x4 8-3-2 8-3-2 16-7-0 8-3-14 -1-0-0 1-0-0 6-6-15 6-6-15 12-11-3 6-4-4 16-7-0 3-7-13 0- 5 - 1 4 9- 1 - 5 6- 8 - 2 8.00 12 Plate Offsets (X,Y): [2:0-6-0,0-0-3], [5:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.31 0.39 0.22 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.26 0.01 0.04 (loc) 7-9 7-9 7 2-9 l/defl >999 >742 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 77 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-9,6-7: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS (lb/size)2=723/0-3-8 (min. 0-1-8), 7=649/0-3-8 (min. 0-1-8) Max Horz 2=243(LC 6) Max Uplift 2=-40(LC 6), 7=-75(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-845/26, 3-4=-707/74, 4-5=-585/112 BOT CHORD 2-9=-150/615 WEBS 3-9=-361/202, 5-9=-89/608, 5-7=-528/104 NOTES (7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss T09 Truss Type SPECIAL TRUSS Qty 7 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499243 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 11:48:49 2013 Page 1 Probuild, Mooresville, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-yRUd_SHrbXGqTsUSZtdfdgACI_v0FO0AHZjOY9yJc7y Scale = 1:66.1 1-3 3-5 5-8 2-11 3-12 4-12 4-10 5-10 6-10 9-11 7-9 1 2 3 4 5 6 7 8 12 11 10 9 4x6 4x6 3x6 3x4 4x6 3x6 3x8 1.5x4 8x10 5-9-9 5-9-9 13-9-8 7-11-15 23-7-0 9-9-8 -1-0-9 1-0-9 5-9-9 5-9-9 8-9-8 2-11-15 13-9-8 5-0-0 18-9-8 5-0-0 23-7-0 4-9-8 24-7-0 1-0-0 0- 4 - 0 2- 8 - 7 10 - 8 - 6 0- 1 0 - 1 4 4.90 12 12.00 12 Plate Offsets (X,Y): [2:0-0-4,Edge], [3:0-2-8,0-2-4], [4:0-1-12,0-1-8], [9:Edge,0-3-8], [12:0-2-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.51 0.45 0.70 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.51 0.05 0.08 (loc) 9-10 9-10 9 10-12 l/defl >999 >546 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-10: 2x4 SPF No.2, 7-9: 2x4 SP No.1 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=1003/0-3-8 (min. 0-1-9), 9=1000/0-3-8 (min. 0-1-9) Max Horz 2=251(LC 5) Max Uplift 2=-78(LC 6), 9=-57(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1918/133, 3-4=-2547/282, 4-5=-857/177, 5-6=-848/179, 6-7=-1039/133, 7-9=-900/153 BOT CHORD 2-12=-73/1703, 11-12=-39/963, 10-11=-39/963, 9-10=0/638 WEBS 3-12=-1265/213, 4-12=-156/1630, 4-10=-627/193, 5-10=-141/747 NOTES (8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 9 = 14% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 2 and 57 lb uplift at joint 9. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss T10 Truss Type Special Truss Qty 2 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499244 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 11:49:02 2013 Page 1 Probuild, Mooresville, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-3xmYjuS?XXv_Ws_yp6MieQDQ_EL3oF25G5NaVuyJc7l Scale = 1:66.1 1-2 2-4 4-7 1-10 2-11 3-11 3-9 4-9 5-9 8-10 6-81 2 3 4 5 6 7 11 10 9 83x6 4x8 4x6 3x4 4x6 3x6 3x8 1.5x4 10x10 5-9-9 5-9-9 13-9-8 7-11-15 23-7-0 9-9-8 5-9-9 5-9-9 8-9-8 2-11-15 13-9-8 5-0-0 18-9-8 5-0-0 23-7-0 4-9-8 24-7-0 1-0-0 0- 4 - 0 2- 8 - 7 10 - 8 - 6 0- 1 0 - 1 4 4.90 12 12.00 12 Plate Offsets (X,Y): [1:0-0-4,Edge], [2:0-4-0,0-2-4], [3:0-1-12,0-1-8], [8:Edge,0-3-8], [11:0-2-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.52 0.45 0.71 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.51 0.05 0.09 (loc) 8-9 8-9 8 9-11 l/defl >999 >546 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-9: 2x4 SPF No.2, 6-8: 2x4 SP No.1 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=930/0-3-8 (min. 0-1-8), 8=1002/0-3-8 (min. 0-1-9) Max Horz 1=244(LC 5) Max Uplift 1=-40(LC 6), 8=-57(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1932/145, 2-3=-2573/304, 3-4=-859/179, 4-5=-851/181, 5-6=-1041/135, 6-8=-902/154 BOT CHORD 1-11=-83/1720, 10-11=-42/968, 9-10=-42/968, 8-9=0/639 WEBS 2-11=-1287/230, 3-11=-177/1656, 3-9=-631/196, 4-9=-143/750 NOTES (8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 8 = 0% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 57 lb uplift at joint 8. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss T11 Truss Type Special Truss Qty 3 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499245 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:09 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-xDu0DyUKTRxrSIvEtrs212r5NTCnmJU6xt0tqVyJdR4 Scale: 3/16"=1’ 1-2 2-4 4-6 1-9 2-10 3-10 3-8 4-8 5-8 6-7 5-7 7-9 1 2 3 4 5 6 10 9 8 73x6 4x6 4x6 1.5x4 3x6 4x6 3x6 3x8 3x4 3x4 5-9-9 5-9-9 13-9-8 7-11-15 22-0-0 8-2-8 5-9-9 5-9-9 8-9-8 2-11-15 13-9-8 5-0-0 18-9-8 5-0-0 22-0-0 3-2-8 0- 4 - 0 2- 8 - 7 10 - 8 - 6 2- 5 - 1 4 4.90 12 12.00 12 Plate Offsets (X,Y): [1:0-0-8,Edge], [2:0-2-12,0-2-4], [3:0-2-4,0-1-8], [7:0-1-12,0-1-8], [10:0-2-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.42 0.42 0.67 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.31 0.04 0.07 (loc) 7-8 8-10 7 10 l/defl >999 >844 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 104 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-8: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=868/0-3-8 (min. 0-1-8), 7=868/Mechanical Max Horz 1=277(LC 5) Max Uplift 1=-37(LC 6), 7=-37(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1776/132, 2-3=-2363/287, 3-4=-745/174, 4-5=-743/174 BOT CHORD 1-10=-103/1575, 9-10=-67/869, 8-9=-67/869, 7-8=0/431 WEBS 2-10=-1200/224, 3-10=-164/1556, 3-8=-606/193, 4-8=-134/600, 5-7=-819/52 NOTES (8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss T12 Truss Type Special Truss Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499246 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:10 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-PPSOQIVyDk3i4SUQRZNHaFNHxtZWVpwGAXlQMyyJdR3 Scale = 1:70.1 1-2 2-4 4-6 9-11 2-10 3-10 3-8 4-8 5-81-11 1-10 6-7 5-7 7-9 1 2 3 4 5 6 11 10 9 8 7 4x6 4x6 1.5x4 1.5x4 3x4 3x8 4x6 3x8 3x4 3x4 3x4 1-5-9 1-5-9 9-5-8 7-11-15 17-8-0 8-2-8 1-5-9 1-5-9 4-5-8 2-11-15 9-5-8 5-0-0 14-5-8 5-0-0 17-8-0 3-2-8 2- 1 - 4 2- 8 - 7 10 - 8 - 6 2- 5 - 1 4 4.90 12 12.00 12 Plate Offsets (X,Y): [7:0-1-12,0-1-8], [10:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.36 0.33 0.47 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.24 0.01 0.01 (loc) 7-8 7-8 7 8-10 l/defl >999 >866 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 98 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-8: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)11=695/Mechanical, 7=695/Mechanical Max Horz 11=267(LC 5) Max Uplift 11=-23(LC 7), 7=-30(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-402/32, 2-3=-548/104, 3-4=-553/158, 4-5=-552/158, 1-11=-744/10 BOT CHORD 9-10=-122/435, 8-9=-122/435, 7-8=0/333 WEBS 2-10=-304/73, 4-8=-112/393, 1-10=0/653, 5-7=-624/44 NOTES (8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss T13 Truss Type Common Truss Qty 10 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499247 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:11 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-tc0meeVa_2BZhc3c_GuW6TwUfGuYELJPPBV_vOyJdR2 Scale: 1/4"=1’ 1-4 4-7 2-9 4-8 5-8 4-10 3-10 6-91 2 3 4 5 6 7 10 9 8 4x6 3x6 3x4 3x4 1.5x4 3x4 1.5x4 3x6 7-9-5 7-9-5 15-1-11 7-4-7 22-11-0 7-9-5 -1-3-11 1-3-11 5-11-3 5-11-3 11-5-8 5-6-5 16-11-13 5-6-5 22-11-0 5-11-3 24-2-11 1-3-11 0- 4 - 7 8- 0 - 2 0- 4 - 7 8.00 12 Plate Offsets (X,Y): [2:0-6-0,0-0-6], [4:0-3-0,0-1-12], [6:0-6-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.24 0.34 0.14 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.26 0.04 0.03 (loc) 2-10 2-10 6 2-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-8,3-10: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=992/0-3-8 (min. 0-1-9), 6=992/0-3-8 (min. 0-1-9) Max Horz 2=182(LC 5) Max Uplift 2=-86(LC 6), 6=-86(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1303/111, 3-4=-1152/171, 4-5=-1152/171, 5-6=-1303/111 BOT CHORD 2-10=-44/1002, 9-10=0/664, 8-9=0/664, 6-8=0/1002 WEBS 4-8=-64/492, 5-8=-311/168, 4-10=-64/492, 3-10=-311/168 NOTES (7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss TG01 Truss Type Special Truss Qty 1 Ply 2 Wedgewood 47 Grandin Hall Job Reference (optional) I7499248 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 11:49:23 2013 Page 1 Probuild, Mooresville, IN 46158 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-y_YU74iAb_Y?Y45_Y0Ed?ra3HhYhDrvA5syBkAyJc7Q Scale = 1:66.1 1-2 2-3 3-7 1-9 2-10 2-8 3-8 4-8 5-6 6-9 1 2 3 4 5 6 7 10 9 83x4 3x4 4x6 4x6 4x6 2x4 3x8 1.5x4 3x8 3x4 3x4 5-9-9 5-9-9 13-9-8 7-11-15 23-7-0 9-9-8 5-9-9 5-9-9 13-9-8 7-11-15 18-6-8 4-9-0 23-7-0 5-0-8 24-7-0 1-0-0 0- 4 - 0 2- 8 - 7 10 - 8 - 6 0- 1 0 - 1 4 4.90 12 12.00 12 Plate Offsets (X,Y): [1:0-1-15,Edge], [6:0-3-15,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.35 0.27 0.35 DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.02 0.03 (loc) 8-10 6-8 6 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 230 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10,4-8: 2x4 SPF Stud SLIDER Right 2x4 SPF Stud 3-6-3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=936/0-3-8 (min. 0-1-8), 6=999/0-3-8 (min. 0-1-8) Max Horz 1=241(LC 4) Max Uplift 1=-40(LC 5), 6=-54(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2024/95, 2-3=-951/119, 3-4=-871/150, 4-5=-884/104, 5-6=-1058/83 BOT CHORD 1-10=-136/1824, 9-10=-141/1816, 8-9=-141/1816, 6-8=0/662 WEBS 2-10=0/257, 2-8=-1314/226, 3-8=-49/721 NOTES (9-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 54 lb uplift at joint 6. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss V01 Truss Type Valley Truss Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499249 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:13 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-p_7X2JXqWfRHxwD?6hw_Bu?r74eHiFUisV_5zHyJdR0 Scale = 1:48.9 1-3 3-5 1-5 3-7 2-8 4-6 1 2 3 4 5 8 7 63x4 4x6 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-4 0-0-4 15-11-13 15-11-9 7-11-15 7-11-15 15-11-13 7-11-15 0- 0 - 4 7- 1 1 - 1 5 0- 0 - 4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.11 0.06 0.16 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS All bearings 15-11-5. (lb) - Max Horz 1=178(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-175(LC 6), 6=-175(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=362(LC 10), 6=362(LC 11) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-271/218, 4-6=-271/218 NOTES (8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=175, 6=175. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss V02 Truss Type Valley Truss Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499250 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:14 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-HBhvGfYSHzZ8Y4oBgPSDk5Y0eU_WRjQr59jeWjyJdR? Scale = 1:41.1 1-3 3-5 1-5 3-7 2-8 4-6 1 2 3 4 5 8 7 63x4 4x6 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-4 0-0-4 13-3-13 13-3-9 6-7-15 6-7-15 13-3-13 6-7-15 0- 0 - 4 6- 7 - 1 5 0- 0 - 4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.13 0.06 0.11 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS All bearings 13-3-5. (lb) - Max Horz 1=-147(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-150(LC 6), 6=-150(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=306(LC 10), 6=306(LC 11) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=150, 6=150. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss V03 Truss Type Valley Truss Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499251 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:14 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-HBhvGfYSHzZ8Y4oBgPSDk5YzYUzcRjWr59jeWjyJdR? Scale = 1:32.9 1-2 2-3 1-3 2-4 1 2 3 43x4 4x6 3x4 1.5x4 0-0-4 0-0-4 10-7-13 10-7-9 5-3-15 5-3-15 10-7-13 5-3-15 0- 0 - 4 5- 3 - 1 5 0- 0 - 4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.26 0.19 0.11 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=222/10-7-5 (min. 0-1-8), 3=222/10-7-5 (min. 0-1-8), 4=353/10-7-5 (min. 0-1-8) Max Horz 1=-116(LC 4) Max Uplift 1=-25(LC 7), 3=-25(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss V04 Truss Type Valley Truss Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499252 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:15 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-mNFHT?Z52Hh?ADNOD6zSHJ4AAuJ?ABf?KpTB29yJdR_ Scale = 1:27.4 1-2 2-3 1-3 2-4 1 2 3 42x4 4x6 2x4 1.5x4 7-11-9 7-11-9 7-11-13 0-0-4 3-11-15 3-11-15 7-11-13 3-11-15 0- 0 - 4 3- 1 1 - 1 5 0- 0 - 4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.14 0.18 0.05 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF Stud BOT CHORD 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=162/7-11-5 (min. 0-1-8), 3=162/7-11-5 (min. 0-1-8), 4=259/7-11-5 (min. 0-1-8) Max Horz 1=-85(LC 4) Max Uplift 1=-20(LC 7), 3=-20(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss V05 Truss Type Valley Truss Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499253 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:16 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-EZpfhLZjpaqsoNyanqUhpWdMNHdaveg8YTClZbyJdQz Scale = 1:18.9 1-2 2-3 1-3 1 2 3 2x4 3x4 2x4 5-3-9 5-3-9 5-3-13 0-0-4 2-7-15 2-7-15 5-3-13 2-7-15 0- 0 - 4 2- 7 - 1 5 0- 0 - 4 12.00 12 Plate Offsets (X,Y): [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.11 0.28 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF Stud BOT CHORD 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=185/5-3-5 (min. 0-1-8), 3=185/5-3-5 (min. 0-1-8) Max Horz 1=-54(LC 4) Max Uplift 1=-5(LC 7), 3=-5(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss V06 Truss Type Valley Truss Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499254 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:17 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-imN1uhaLauyiPXXmLX?wMkAYYh0Qe5wIn7yI52yJdQy Scale = 1:9.6 1-2 2-3 1-3 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 2-7-13 2-7-9 1-3-15 1-3-15 2-7-13 1-3-15 0- 0 - 4 1- 3 - 1 5 0- 0 - 4 12.00 12 Plate Offsets (X,Y): [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.02 0.05 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF Stud BOT CHORD 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=78/2-7-5 (min. 0-1-8), 3=78/2-7-5 (min. 0-1-8) Max Horz 1=-23(LC 4) Max Uplift 1=-2(LC 7), 3=-2(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss V07 Truss Type Valley Truss Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499255 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:18 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-AyxQ61bzLB4Z1h6yvEW9uxihT5LgNYDR0nhseUyJdQx Scale = 1:32.7 1-3 3-4 1-4 2-5 1 2 3 5 42x4 1.5x4 1.5x4 1.5x4 1.5x4 7-9-7 7-9-7 0- 0 - 4 5- 2 - 5 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.14 0.11 0.06 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=99/7-9-7 (min. 0-1-8), 4=126/7-9-7 (min. 0-1-8), 5=348/7-9-7 (min. 0-1-8) Max Horz 1=144(LC 5) Max Uplift 1=-4(LC 4), 4=-22(LC 5), 5=-89(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-258/139 NOTES (7-10) 1) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss V08 Truss Type Valley Truss Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499256 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:19 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-e8VoJNcb6VCQfrg9Sy1OR9FpfVfB6?QbERRPAwyJdQw Scale = 1:19.1 1-2 2-3 1-3 1 2 3 2x4 1.5x4 1.5x4 4-9-7 4-9-7 0- 0 - 4 3- 2 - 5 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.37 0.22 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF Stud BOT CHORD 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=166/4-9-7 (min. 0-1-8), 3=166/4-9-7 (min. 0-1-8) Max Horz 1=84(LC 5) Max Uplift 3=-28(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7-10) 1) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss V09 Truss Type Valley Truss Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499257 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:19 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-e8VoJNcb6VCQfrg9Sy1OR9FuwViQ6?QbERRPAwyJdQw Scale = 1:8.9 1-2 2-3 1-3 1 2 3 2x4 1.5x4 1.5x4 1-9-7 1-9-7 0- 0 - 4 1- 2 - 5 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.03 0.02 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF Stud BOT CHORD 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 1-9-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=46/1-9-7 (min. 0-1-8), 3=46/1-9-7 (min. 0-1-8) Max Horz 1=23(LC 5) Max Uplift 3=-8(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7-10) 1) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss V10 Truss Type Valley Truss Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499258 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:20 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-6L3AWicDtpKHG?FL0fYd_Moz2v_RrSfkT5AyiNyJdQv Scale = 1:14.0 1-2 2-3 1-3 1 2 3 3x4 3x4 3x4 7-2-9 7-2-9 0- 0 - 4 2- 1 - 4 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.39 0.29 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF Stud BOT CHORD 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=240/7-2-9 (min. 0-1-8), 3=240/7-2-9 (min. 0-1-8) Max Horz 1=58(LC 5) Max Uplift 1=-17(LC 4), 3=-25(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7-10) 1) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss V11 Truss Type Valley Truss Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499259 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:21 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-aXcYk2dre6S8u8qXaN4sWaKBVIM5avvtilwWEpyJdQu Scale = 1:9.3 1-2 2-3 1-3 1 2 3 2x4 1.5x4 1.5x4 4-5-0 4-5-0 0- 0 - 4 1- 3 - 7 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.22 0.13 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF Stud BOT CHORD 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=128/4-5-0 (min. 0-1-8), 3=128/4-5-0 (min. 0-1-8) Max Horz 1=31(LC 5) Max Uplift 1=-9(LC 4), 3=-13(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7-10) 1) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss V12 Truss Type Valley Truss Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499260 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:22 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-2jAwxOeUPQa?WIPk84b53ntMGiiLJM91xPf3nFyJdQt Scale = 1:9.3 1-2 2-3 1-3 1 2 3 2x4 1.5x4 1.5x4 4-4-14 4-4-14 0- 0 - 4 1- 3 - 7 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.21 0.13 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF Stud BOT CHORD 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=127/4-4-14 (min. 0-1-8), 3=127/4-4-14 (min. 0-1-8) Max Horz 1=31(LC 5) Max Uplift 1=-9(LC 4), 3=-13(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7-10) 1) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss V13 Truss Type Valley Truss Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499261 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:23 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-XwkJ9kf6Akis7S_who6Kb?QW_61y2oPA93PcJhyJdQs Scale = 1:17.3 1-2 2-3 1-3 1 2 3 2x4 1.5x4 1.5x4 4-3-3 4-3-3 0- 0 - 4 2- 1 0 - 2 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.28 0.17 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF Stud BOT CHORD 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=145/4-3-3 (min. 0-1-8), 3=145/4-3-3 (min. 0-1-8) Max Horz 1=73(LC 5) Max Uplift 3=-25(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7-10) 1) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 Job B13331720 Truss V15 Truss Type Valley Truss Qty 1 Ply 1 Wedgewood 47 Grandin Hall Job Reference (optional) I7499262 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed Nov 13 10:20:24 2013 Page 1 Probuild, Mooresville, IN 46158, phansell ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-?6IhM4gkw1qjlcZ6FVdZ8CyiJWNYnFfKOj8Ar8yJdQr Scale = 1:16.5 1-2 2-3 1-3 1 2 3 2x4 1.5x4 1.5x4 4-0-3 4-0-3 0- 0 - 4 2- 8 - 2 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.24 0.15 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2x4 SPF Stud BOT CHORD 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=135/4-0-3 (min. 0-1-8), 3=135/4-0-3 (min. 0-1-8) Max Horz 1=68(LC 5) Max Uplift 3=-23(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7-10) 1) Wind: ASCE 7-05; 90mph (3-second gust); TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. November 13,2013 ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 PR O D U C T C O D E A P P R O V A L S JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G LA T E R A L R E S T R A I N T L O C A T I O N In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r w h e r e b e a r i n g s o c c u r . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T - o r I - R e i n f o r c e m e n t or p r o p r i e t a y b r a c i n g ( e . g . e l i m i n a t o r ) if i n d i c a t e d . NO T E - L A T E R A L R E S T R A I N T S MU S T B E B R A C E D . R E F E R T O B C S I OR A S S P E C I F I E D B Y T H E B U I L D I N G DE S I G N E R Th e f i r s t d i m e n s i o n i s t h e p l a t e wi d t h m e a s u r e d p e r p e n d i c u l a r to s l o t s . S e c o n d d i m e n s i o n i s th e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - Ce n t e r p l a t e o n j o i n t u n l e s s x , y of f s e t s a r e i n d i c a t e d . Di m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . Ap p l y p l a t e s t o b o t h s i d e s o f t r u s s an d f u l l y e m b e d t e e t h . 1 "4/3 PL A T E L O C A T I O N A N D O R I E N T A T I O N Sy m b o l s Nu m b e r i n g S y s t e m 1. A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2. T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l r e s t r a i n t s t h e m s e l v e s m a y r e q u i r e b r a c i n g , a l t e r n a t i v e T - o r I - R e i n f o r c e m e n t , o r E l i m i n a t o r b r a c i n g s h o u l d b e c o n s i d e r e d . 3. N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4. P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5. C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6. P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7. D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8. U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9. U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 10 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 11 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 12 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 13 . T o p c h o r d s m u s t b e s h e a t h e d o r c o n t i n u o u s l a t e r a l r e s t r a i n t s ( i . e . , p u r l i n s ) p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 14 . B o t t o m c h o r d s r e q u i r e c o n t i n u o u s l a t e r a l r e s t r a i n t a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 15 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 16 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 17 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 18 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 19 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , t e x t a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 20 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 21 . U n l e s s i n f o r m a t i o n i s o t h e r w i s e p r o v i d e d t o D r J i n w r i t i n g , t h e u s e o f t h e s e d e s i g n s p r e s u m e s a p p r o v a l , t h r o u g h t h e b u i l d i n g d e s i g n e r o r o w n e r o f t h e t r u s s e s , o f t h e l o a d s a n d r e l a t e d d e s i g n a s s u m p t i o n s ( e . g . s p a n s , p r o f i l e s , d e f l e c t i o n , e t c . ) f o u n d o n e a c h o f t h e i n d i v i d u a l d e s i g n d r a w i n g s . 22 . T h e s e t r u s s e s a r e d e s i g n e d u s i n g M i T e k S a p p h i r e s t a n d a r d a n a l y s i s m e t h o d s i n a c c o r d a n c e w i t h A N S I / T P I 1 a n d r e l a t e d p r o p r i e t a r y i n f o r m a t i o n . 23 . I t i s e x t r e m e l y i m p o r t a n t t o p r o p e r l y i n s t a l l t e m p o r a r y l a t e r a l r e s t r a i n t a n d d i a g o n a l b r a c i n g , i n a c c o r d a n c e w i t h B C S I - B 2 o r u s i n g p r o p r i e t a r y m e t h o d s ( e . g . S t a b i l i z e r , e t c . ) . 24 . S h e a t h i n g a p p l i e d i n t h e p l a n e o f t h e t r u s s i s n o t c o n s i d e r e d i n t h e d e s i g n o f t h e i n d i v i d u a l t r u s s c o m p o n e n t s u n l e s s s p e c i f i c a l l y n o t e d . 25 . G r a p h i c a l r e p r e s e n t a t i o n o f l a t e r a l r e s t r a i n t s ( i . e , p u r l i n s ) , i f s h o w n , d o e s n o t d e p i c t t h e s i z e o r o r i e n t a t i o n o f t h e r e s t r a i n t a l o n g t h e t o p a n d / o r b o t t o m c h o r d . R e s t r a i n t s m u s t b e d e s i g n e d b y o t h e r s f o r s i z e , a n d p o s i t i o n e d i n s u c h a w a y a s t o s u p p o r t t h e i m p o s e d l o a d a l o n g t h e c l e a r s p a n o f t h e r e s t r a i n t . 26 . D u e t o t h e l a t e r a l t h r u s t d e v e l o p e d b y s c i s s o r t y p e t r u s s e s , i f s c i s s o r t y p e t r u s s e s a r e p a r t o f t h i s d e s i g n , c a r e f u l c o n s i d e r a t i o n s h o u l d b e g i v e n t o b e a r i n g w a l l c o n d i t i o n s . B e a r i n g w a l l s s u p p o r t i n g s c i s s o r t y p e t r u s s e s s h o u l d b e d e s i g n e d i n s u c h a m a n n e r t h a t t h e w a l l s w i l l s a f e l y w i t h s t a n d t h e l a t e r a l f o r c e s o f t h e t r u s s e s . C o n s i d e r a t i o n o f t h e s e i t e m s i s n o t a p a r t o f t h i s t r u s s d e s i g n a n d i s n o t t h e r e s p o n s i b i l i t y o f t h e t r u s s p l a t e s u p p l i e r , t h e t r u s s d e s i g n e r , n o r t h e t r u s s f a b r i c a t o r . C o m p e t e n t p r o f e s s i o n a l a d v i c e s h o u l d b e s e c u r e d r e l a t i v e t o t h e s e i t e m s . 27 . T h e a c c u r a c y o f t h e t r u s s d e s i g n d r a w i n g r e l i e s u p o n a c c u r a t e m e t a l p l a t e c o n n e c t o r d e s i g n v a l u e s a s p u b l i s h e d b y M i T e k a n d a c c u r a t e d e s i g n v a l u e s f o r s o l i d s a w n l u m b e r . D e s i g n v a l u e s ( E , E m i n , F b , F c , F c p , F t , a n d F v ) f o r s o l i d s a w n l u m b e r a n d a p p r o v e d , g r a d e s t a m p e d , f i n g e r j o i n t e d l u m b e r s h a l l b e a s d e f i n e d b y t h e g r a d e s t a m p p r i o r t o c r o s s c u t t i n g a n d i n a c c o r d a n c e w i t h t h e p u b l i s h e d v a l u e s o f l u m b e r r u l e s w r i t i n g a g e n c i e s a p p r o v e d b y t h e B o a r d o f R e v i e w o f t h e A m e r i c a n L u m b e r S t a n d a r d s C o m m i t t e e i n a c c o r d a n c e w i t h t h e l a t e s t e d i t i o n o f A N S I / T P I 1 S e c t i o n 6 . 3 . 28 . T r u s s e s u s e d a s P u r l i n G a b l e s ( a . k . a . H i p F r a m e s , L a y - I n G a b l e s ) - A t t a c h m e n t o f t h e P u r l i n G a b l e t o t h e s u p p o r t i n g h i p t r u s s e s s a t i s f i e s t h e r e s t r a i n t / b r a c i n g r e q u i r e m e n t s f o r t h e g a b l e s t u d s . R e f e r t o t h e t r u s s d e s i g n d r a w i n g f o r e a c h i n d i v i d u a l t r u s s . Fa i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y Da m a g e o r P e r s o n a l I n j u r y Ge n e r a l S a f e t y N o t e s * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g , R e s t r a i n i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) ' 2 0 1 2 D r J C o n s u l t i n g , L L C A l l R i g h t s R e s e r v e d WE B S ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 IC C - E S R e p o r t s : ES R - 1 3 1 1 , E S R - 1 3 5 2 , E R - 5 2 4 3 , 9 6 0 4 B , 97 3 0 , 9 5 - 4 3 , 9 6 - 3 1 , 9 6 6 7 A NE R - 4 8 7 , N E R - 5 6 1 95 1 1 0 , 8 4 - 3 2 , 9 6 - 6 7 , E R - 3 9 0 7 , 9 4 3 2 A JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - 1 "4/3 PL A T E L O C A T I O N A N D O R I E N T A T I O N Sy m b o l s Nu m b e r i n g S y s t e m Ge n e r a l S a f e t y N o t e s * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : 6- 4 - 8 di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s WE B S Dr J C o n s u l t i n g , L L C 63 0 0 E n t e r p r i s e L a n e Ma d i s o n , W I 5 3 7 1 9