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HomeMy WebLinkAboutI10154242.B15501098B.PDF B15501098B ProBuild (Mooresville). Pages or sheets covered by this seal: BECLEY BLDG. GROUP - McDOUGAL RES. Ryan Dexter, P.E. The Truss Design Drawing(s) (TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as "Structural Engineering Documents") provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to DrJ Engineering (DrJ) by The design assumptions, loading conditions, suitability and use of this set of Truss designs for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1.The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any Building. Re: thru I10154309I10154242 MiTek 20/20 7.6 Copyright © 2014 DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from DrJ. These TDDs (also referred to at times as "Structural Delegated Engineering Documents") are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on any TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD only. The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. Important Notice: Each TDD uses Metal Connector Plate (MCP) design values published by MCP manufacturers. Any referenced connectors use design values published by the connector manufacturer or the American Wood Council per the National Design Specification (NDS) for Wood Construction. The TDD further uses lumber design values published by the applicable lumber rules-writing agency as approved by the American Lumber Standards Committee. These are incorporated into lumber design provisions and equations created by the American Wood Council and input into modeling and analysis TDD software created and owned by the MCP manufacturers. The lumber design values correspond with the grade stamp identified by the Truss Manufacturer on the lumber prior to cross cutting. The lumber grading rules published by the rules-writing agency shall apply to the Owner, Building Designer and Contractor. All capitalized terms are as defined in ANSI/TPI 1, the National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1). July 31, 2016.My license renewal date for the state of Indiana is DrJ Engineering, LLC 6300 Enterprise LaneMadison, Wisconsin 53719 (FKA: DrJ Consulting, LLC) July 16,2015 Job B15501098B Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154242 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:31:48 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-EJVtN7dZ2ivo1AYhbeytwJFqajxpqdkTRc7dVFyxqi9 Scale = 1:51.9 2-16 1-5 5-9 8-10 10-16 5-13 4-14 3-15 6-12 7-11 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x4 3x6 4x6 3x6 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 12-0-0 12-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 12-0-0 6-0-0 13-2-8 1-2-8 2- 3 - 1 3 8- 3 - 1 3 2- 3 - 1 3 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.13 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 9 9 10 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-0-0. (lb) - Max Horz 16=213(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 12 except 16=-187(LC 4), 10=-182(LC 5), 15=-190(LC 5), 11=-186(LC 4) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 14, 15, 12, 11 except 13=323(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-43/312, 5-6=-43/312 WEBS 5-13=-386/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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 2-0-0 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) 14, 12 except (jt=lb) 16=187, 10=182, 15=190, 11=186. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss GE02 Truss Type GABLE Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154243 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:31:50 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-AhdenpfqaJ9VGUi3j3?L?kK4nWakIWDmvwcja8yxqi7 Scale = 1:87.8 3-6 6-9 14-16 2-16 10-12 10-13 8-134-15 5-7 6-17 1-3 9-11 12-14 18-19 20-21 22-23 24-25 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 6x8 8x8 6x8 8x16 8x10 8x8 8x16 8x8 3x12 3x12 3x6 3x6 1.5x4 1.5x4 3x6 1.5x4 3x6 1.5x4 3x6 1.5x4 3x6 14-7-0 9- 1 - 1 4 4-2-8 4-2-8 11-6-0 7-3-8 18-9-8 7-3-8 23-0-0 4-2-8 -1-2-8 1-2-8 4-2-8 4-2-8 11-6-0 7-3-8 18-9-8 7-3-8 23-0-0 4-2-8 24-2-8 1-2-8 2- 3 - 1 3 13 - 9 - 1 3 2- 3 - 1 3 12.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-2-12], [12:1-0-0,0-4-0], [13:0-3-8,0-6-0], [15:0-3-8,0-6-0], [16:1-0-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.60 0.22 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.44 0.01 0.04 (loc) 13-15 13-15 12 13-15 l/defl >999 >609 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 284 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x10 SP No.1 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 2-16,10-12: 2x6 SPF No.2, 8-13,4-15,5-7: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. JOINTS 1 Brace at Jt(s): 17 REACTIONS.(lb/size)16=2099/0-5-8 (min. 0-2-2), 12=2099/0-5-8 (min. 0-2-2) Max Horz 16=-318(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2094/0, 3-4=-1927/0, 4-5=-1232/78, 5-6=-36/322, 6-7=-37/322, 7-8=-1232/78, 8-9=-1927/0, 9-10=-2094/0, 2-16=-2251/0, 10-12=-2251/0 BOT CHORD 15-16=-247/360, 14-15=0/1138, 13-14=0/1138, 12-13=0/278 WEBS 2-15=0/894, 10-13=0/894, 8-13=0/1139, 4-15=0/1139, 5-17=-1598/90, 7-17=-1598/90 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17; Wall dead load (5.0psf) on member(s).8-13, 4-15 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 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) Attic room checked for L/360 deflection. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154244 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:31:51 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-euB0?9gSLdHMudGFGnWaXytNRwzu14pv7aLH6ayxqi6 Scale = 1:19.4 2-11 1-6 6-7 7-11 5-8 4-9 3-10 1 2 3 4 5 6 11 10 9 8 7 1.5x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 -1-2-8 1-2-8 6-9-0 6-9-0 1- 3 - 1 3 3- 0 - 1 3.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.01 0.00 0.00 (loc) 1 1 7 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-9-0. (lb) - Max Horz 11=88(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 11, 7, 8, 9 except 10=-104(LC 5) Max Grav All reactions 250 lb or less at joint(s) 11, 7, 8, 9, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7, 8, 9 except (jt=lb) 10=104. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154245 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:31:51 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-euB0?9gSLdHMudGFGnWaXytGfwvZ11yv7aLH6ayxqi6 Scale = 1:59.4 1-10 1-3 3-5 5-6 6-10 3-82-9 4-7 1 2 3 4 5 10 9 8 7 6 3x8 3x8 4x6 3x8 3x8 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 5-7-0 5-7-0 2-9-8 2-9-8 5-7-0 2-9-8 5- 9 - 1 3 8- 7 - 5 5- 9 - 1 3 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.53 0.31 0.20 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: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.All bearings 5-7-0. (lb) - Max Horz 10=-252(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 10=-750(LC 4), 6=-749(LC 5), 9=-754(LC 5), 7=-753(LC 4) Max Grav All reactions 250 lb or less at joint(s) 8 except 10=738(LC 5), 6=737(LC 4), 9=773(LC 4), 7=772(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-287/311, 1-2=-221/251, 4-5=-220/251, 5-6=-287/311 WEBS 2-9=-301/306, 4-7=-301/306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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 2-0-0 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 750 lb uplift at joint 10, 749 lb uplift at joint 6 , 754 lb uplift at joint 9 and 753 lb uplift at joint 7. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss GE06 Truss Type Common Structural Gable Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154246 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:31:52 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-64kOCVg46xPDWnrSqU1p49QU0KJymXT3ME5qe0yxqi5 Scale = 1:57.3 1-3 3-5 6-12 3-9 2-12 2-9 4-64-9 13-14 15-16 11-15 17-18 19-20 7-20 1 2 3 4 5 12 11 9 7 6108 4x6 1.5x4 1.5x4 3x8 5x8 5x8 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3-6-0 3-6-0 6-3-8 2-9-8 9-1-0 2-9-8 12-7-0 3-6-0 -1-2-8 1-2-8 6-3-8 6-3-8 12-7-0 6-3-8 13-9-8 1-2-8 2- 3 - 1 3 8- 7 - 5 2- 3 - 1 3 12.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge], [15:0-1-11,0-0-12], [20:0-1-11,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.05 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 9 9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS.All bearings 3-9-8 except (jt=length) 10=0-3-8, 8=0-3-8. (lb) - Max Horz 12=219(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 6 Max Grav All reactions 250 lb or less at joint(s) 11, 7, 10, 8 except 12=498(LC 1), 6=498(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-363/143, 3-4=-363/143, 2-12=-467/139, 4-6=-467/139 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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 2-0-0 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) 12, 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss GE07 Truss Type GABLE Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154247 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:31:56 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-?r_v2skaA9wf_P9D3K6lE?a?8xZDi9WeHs32nnyxqi1 Scale = 1:90.3 4-7 7-10 10-11 19-21 13-15 5-19 9-17 3-20 3-19 12-16 13-16 10-17 10-16 1-4 11-14 16-1818-19 6-227-23 8-24 7-24 9-24 2-21 2-20 25-26 27-28 29-30 31-32 31-33 34-35 34-36 37-38 39-40 41-42 43-45 44-45 46-48 47-48 49-51 50-51 52-54 53-54 55-56 57-58 59-60 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 222324 6x8 8x10 8x8 4x6 3x8 10x10 8x16 3x12 12x12 4x6 6x8 4x6 12x12 2x4 8x10 3x12 2x4 2x4 6x16 2x4 8x8 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 3x6 3x6 2x4 2x4 3x6 3x6 2x4 3x6 2x4 2x4 2x4 2x4 2x4 3x6 3x4 3x4 2x4 3x6 2x4 2x4 2x4 3x6 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-5-0 9- 1 - 1 4 4-6-11 4-6-11 11-8-8 7-1-13 29-1-8 17-5-0 38-6-6 9-4-14 46-1-0 7-6-11 -1-2-8 1-2-8 4-6-11 4-6-11 11-8-8 7-1-13 15-2-4 3-5-12 22-3-10 7-1-6 23-0-8 0-8-14 29-1-8 6-1-0 30-10-12 1-9-4 38-6-6 7-7-10 46-1-0 7-6-11 47-3-8 1-2-8 1- 1 0 - 8 12 - 0 - 0 1- 1 0 - 8 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0], [7:0-7-0,0-3-8], [10:0-4-0,0-2-13], [15:Edge,0-3-8], [16:0-5-8,0-7-8], [17:0-3-8,0-6-0], [19:0-3-12,0-3-12], [20:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.99 0.47 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.74 0.07 0.15 (loc) 17-19 17-19 15 16-17 l/defl >999 >742 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 502 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-7: 2x10 SP No.1, 1-4: 2x8 SP 2400F 2.0E BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" *Except* 19-21: 2x8 SP 2400F 2.0E, 15-16: 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 13-15,3-20,12-16,7-23,8-24,2-21: 2x4 SPF-S Stud 6-22: 2x4 SP 2400F 2.0E OTHERS 2x4 SPF-S Stud *Except* 47-48: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-3 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 9-6-7 oc bracing. WEBS 1 Row at midpt 17-22, 10-16, 6-24 JOINTS 1 Brace at Jt(s): 22, 24 REACTIONS.(lb/size)21=3565/0-3-8 (min. 0-2-15), 15=3337/0-3-8 (min. 0-2-12) Max Horz 21=-283(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4076/0, 3-4=-4786/0, 4-5=-4542/0, 5-6=-3850/0, 6-7=-1475/275, 7-8=-3377/269, 8-9=-3377/269, 9-10=-3820/0, 10-11=-4050/87, 11-12=-4203/41, 12-13=-4206/0, 13-15=-3092/0, 2-21=-3374/0 BOT CHORD 20-21=-246/278, 19-20=0/3333, 18-19=0/3829, 17-18=0/3823, 16-17=0/3544, 15-16=-1/316 WEBS 5-19=0/1265, 17-22=-404/391, 9-22=-275/406, 3-20=-1167/0, 3-19=-214/850, 12-16=-533/274, 13-16=0/3105, 10-17=-50/2356, 10-16=-679/183, 6-23=-3224/0, 23-24=-3151/0, 7-23=0/487, 8-24=-469/197, 7-24=-176/2847, 9-24=-807/0, 2-20=0/3344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) Provide adequate drainage to prevent water ponding. 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-23, 23-24, 22-24; Wall dead load (5.0psf) on member(s).5-19, 17-22 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 17-19 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for L/360 deflection. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss GE08 Truss Type GABLE Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154248 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:31:57 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-T2YHFCkDxT2WcYkPd1d_nD7MzL_ERnroWWobKEyxqi0 Scale = 1:50.0 2-13 1-7 7-8 8-13 6-9 5-10 4-11 3-121 2 3 4 5 6 7 13 12 11 10 9 8 3x4 3x6 3x6 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 -1-2-8 1-2-8 10-4-0 10-4-0 1- 1 0 - 8 8- 9 - 3 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.17 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 -0.00 (loc) 1 1 8 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 REACTIONS.All bearings 10-4-0. (lb) - Max Horz 13=261(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10 except 13=-135(LC 4), 12=-250(LC 6) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 11, 12 except 13=289(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 10 except (jt=lb) 13=135, 12=250. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss GE09 Truss Type Common Supported Gable Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154249 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:31:57 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-T2YHFCkDxT2WcYkPd1d_nD7PSL0_RlCoWWobKEyxqi0 Scale = 1:46.3 2-16 1-5 5-9 8-10 10-16 5-13 4-14 3-15 6-12 7-11 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 1.5x4 3x4 4x6 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 12-10-0 12-10-0 -0-10-8 0-10-8 6-5-0 6-5-0 12-10-0 6-5-0 13-8-8 0-10-8 0- 1 1 - 1 2 7- 4 - 1 2 0- 1 1 - 1 2 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.06 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 9 9 10 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 65 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-10-0. (lb) - Max Horz 16=-176(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 12 except 15=-121(LC 6), 11=-118(LC 7) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-13=-254/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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 2-0-0 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) 16, 10, 14, 12 except (jt=lb) 15=121, 11=118. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss GE10 Truss Type GABLE Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154250 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:31:58 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-xE6fTYlrinANEiJcBl8DKQgX_lLIAEfxkAY8sgyxqi? Scale = 1:50.8 2-11 1-6 6-7 7-11 5-8 4-9 3-10 1 2 3 4 5 6 11 10 9 8 7 2x4 3x6 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 -0-10-8 0-10-8 7-3-8 7-3-8 0- 1 1 - 1 2 8- 3 - 4 12.00 12 Plate Offsets (X,Y)-- [6:0-0-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.12 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 -0.00 (loc) 1 1 7 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS.All bearings 7-3-8. (lb) - Max Horz 11=247(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9 except 11=-156(LC 4), 10=-205(LC 6) Max Grav All reactions 250 lb or less at joint(s) 7, 8, 9, 10 except 11=309(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-286/163 NOTES- 1) Wind: ASCE 7-05; 90mph; 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 9 except (jt=lb) 11=156, 10=205. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss GE11 Truss Type GABLE Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154251 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:00 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-tcDQuEn5EOQ5T0S_IAAhPrln0YsYe2jECU1FvZyxqhz Scale = 1:91.8 5-7 7-9 2-15 4-16 6-16 6-14 7-14 8-14 8-12 10-12 11-11 1-5 9-11 11-1313-15 19-20 20-21 19-22 23-24 25-26 25-27 28-29 28-30 6-31 32-33 32-34 35-36 35-37 38-3917-403-18 19-41 42-44 43-44 8-45 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 3x6 5x6 3x6 6x8 3x8 3x6 1.5x4 4x8 3x6 1.5x4 8x8 3x6 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 3x6 3x4 2x4 2x4 1.5x4 1.5x4 2x4 2x4 1.5x4 1.5x4 1.5x4 2x4 1.5x4 1.5x4 1.5x4 5x8 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x6 3x6 9-0-0 9-0-0 18-5-4 9-5-4 27-10-8 9-5-4 36-10-8 9-0-0 -0-10-8 0-10-8 6-4-1 6-4-1 12-4-11 6-0-9 18-5-4 6-0-9 24-5-13 6-0-9 30-6-7 6-0-9 36-10-8 6-4-1 0- 7 - 1 2 12 - 1 1 - 4 0- 7 - 1 2 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-1-12,0-1-7], [8:0-3-0,0-0-12], [11:0-3-3,Edge], [19:0-1-12,0-1-14], [19:0-2-4,0-2-6], [20:0-1-2,0-1-8], [25:0-0-11,0-1-4], [28:0-0-11,0-1-4], [28:0-0-3,0-0-12], [44:0-0-3,0-0-12], [44:0-0-11,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.61 0.77 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.76 0.15 0.08 (loc) 14-16 14-16 11 14-16 l/defl >999 >514 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 244 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,10-12,19-20,20-21,19-22: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 25-26,19-41: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 11-12. WEBS 1 Row at midpt 6-14, 8-14 REACTIONS.All bearings 4-5-8 except (jt=length) 11=0-3-8. (lb) - Max Horz 2=297(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 11, 18 except 2=-109(LC 6) Max Grav All reactions 250 lb or less at joint(s) 17, 18 except 2=1766(LC 1), 11=1824(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2594/180, 3-4=-2522/205, 4-5=-2376/216, 5-6=-2270/253, 6-7=-1749/259, 7-8=-1745/259, 8-9=-2479/243, 9-10=-2504/206, 10-11=-2716/192 BOT CHORD 2-18=-148/2027, 17-18=-148/2027, 16-17=-148/2027, 15-16=-41/1723, 14-15=-41/1723, 13-14=0/1757, 12-13=0/1757, 11-12=-78/2143 WEBS 4-16=-277/170, 6-16=-50/472, 6-14=-668/205, 7-14=-172/1412, 8-14=-724/195, 8-12=-40/642, 10-12=-320/178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) The Fabrication Tolerance at joint 11 = 0% 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 18 except (jt=lb) 2=109. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss GE12 Truss Type Monopitch Supported Gable Qty 2 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154252 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:00 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-tcDQuEn5EOQ5T0S_IAAhPrlv5Y2Me9JECU1FvZyxqhz Scale = 1:12.5 2-5 1-3 3-4 4-51 2 3 5 4 1.5x4 1.5x4 1.5x4 1.5x4 -1-2-8 1-2-8 1-6-0 1-6-0 0- 1 0 - 8 1- 1 0 - 8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 1 1 4 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=175/1-6-0 (min. 0-1-8), 4=3/1-6-0 (min. 0-1-8) Max Horz 5=52(LC 5) Max Uplift 5=-58(LC 6), 4=-23(LC 5) Max Grav 5=175(LC 1), 4=36(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss GE13 Truss Type GABLE Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154253 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:02 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-q?LAJvoLl?goiKcNQbD9UGqGHMjb60BXfoWM_Ryxqhx Scale = 1:88.7 7-13 13-19 2-402-2 24-24 1-7 19-25 24-3232-40 13-3612-37 11-3810-39 9-41 8-42 6-43 5-444-453-46 14-35 15-34 16-33 17-31 18-30 20-29 21-28 22-27 23-26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x6 5x6 3x6 3x6 3x8 3x8 3x6 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 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 37-8-8 37-8-8 -0-10-8 0-10-8 18-10-4 18-10-4 37-8-8 18-10-4 38-7-0 0-10-8 0- 7 - 1 2 13 - 2 - 9 0- 7 - 1 2 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-1], [24:0-3-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.05 0.03 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.01 0.00 (loc) 25 25 24 24 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 228 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 13-36,12-37,11-38,10-39,14-35,15-34,16-33: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-36, 12-37, 11-38, 10-39, 14-35, 15-34, 16-33 REACTIONS.All bearings 37-8-8. (lb) - Max Horz 2=-301(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 24, 37, 38, 39, 41, 42, 43, 44, 45, 46, 35, 34, 33, 31, 30, 29, 28, 27, 26 except 2=-146(LC 4) Max Grav All reactions 250 lb or less at joint(s) 2, 24, 36, 37, 38, 39, 41, 42, 43, 44, 45, 46, 35, 34, 33, 31, 30, 29, 28, 27, 26 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-338/212, 3-4=-262/178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 37, 38, 39, 41, 42, 43, 44, 45, 46, 35, 34, 33, 31, 30, 29, 28, 27, 26 except (jt=lb) 2=146. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 24. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss GE14 Truss Type Roof Special Supported Gable Qty 2 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154254 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:03 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-IBvYWFpzWJofKTBZzIkO0UNOSm1GrU9guRFvWtyxqhw Scale = 1:53.3 7-11 11-13 13-14 2-18 12-15 10-16 9-17 8-19 6-20 5-21 4-22 3-23 2-2 1-7 14-181 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 3x4 3x4 3x4 3x4 3x4 3x8 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 18-8-8 18-8-8 -1-2-8 1-2-8 15-6-12 15-6-12 18-8-8 3-1-12 0- 6 - 7 7- 0 - 4 9- 1 - 7 5.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-2-10,Edge], [2:0-0-0,0-1-1], [13:0-0-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.13 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 14 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-14 REACTIONS.All bearings 18-8-8. (lb) - Max Horz 2=286(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 2, 15, 16, 17, 19, 20, 21, 22, 23 Max Grav All reactions 250 lb or less at joint(s) 14, 2, 15, 16, 17, 19, 20, 21, 22, 23 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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 2-0-0 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) 14, 2, 15, 16, 17, 19, 20, 21, 22, 23. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss GE15 Truss Type VALLEY Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154255 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:03 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-IBvYWFpzWJofKTBZzIkO0UNKjm0qrPkguRFvWtyxqhw Scale = 1:59.3 2-9 1-4 4-7 6-8 8-9 4-10 5-8 11-12 3-9 3-10 5-101 2 3 4 5 6 7 9 8 10 11 12 4x10 5x8 4x6 5x8 4x10 4x8 3x6 1.5x4 1.5x4 3x6 3-0-0 5- 0 - 7 1-0-0 1-0-0 4-0-0 3-0-0 5-0-0 1-0-0 -0-10-8 0-10-8 1-0-0 1-0-0 2-6-0 1-6-0 4-0-0 1-6-0 5-0-0 1-0-0 5-10-8 0-10-8 8- 5 - 1 3 10 - 1 1 - 1 3 8- 5 - 1 3 12.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-3-8,Edge], [8:0-2-4,0-2-0], [9:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.22 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.02 (loc) 6-7 6-7 8 6-7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 2-9,6-8,5-8,3-9: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 6-8 JOINTS 1 Brace at Jt(s): 10, 11, 12 REACTIONS.(lb/size)9=263/5-0-0 (min. 0-1-8), 8=230/5-0-0 (min. 0-1-8) Max Horz 9=340(LC 5) Max Uplift 9=-349(LC 4), 8=-345(LC 5) Max Grav 9=415(LC 5), 8=407(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-281/416, 2-3=-227/395, 5-6=-300/389, 6-8=-373/444 WEBS 4-10=-304/0, 8-11=-806/725, 5-11=-795/716, 9-12=-722/628, 3-12=-719/626, 3-10=-278/333, 5-10=-265/325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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 2-0-0 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) except (jt=lb) 9=349, 8=345. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss GE16 Truss Type GABLE Qty 2 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154256 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:04 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-mOTwjbqcHdwWydmlX?FdZhwURAMCayJq75?T2Kyxqhv Scale: 1/2"=1' 2-5 1-4 3-5 4-5 6-7 8-9 1 2 3 4 53x4 3x4 3x4 4x8 1.5x4 1.5x4 1.5x4 1.5x4 7-9-4 7-9-4 -1-2-8 1-2-8 7-9-4 7-9-4 11-5-8 3-8-4 0- 4 - 6 3- 7 - 1 0 0- 3 - 1 0 3- 2 - 2 3.45 12 12.00 12 Plate Offsets (X,Y)-- [2:0-2-5,0-0-4], [4:0-0-6,0-1-8], [5:0-4-0,0-0-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.52 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.31 0.00 0.03 (loc) 2-5 2-5 5 2-5 l/defl >792 >291 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)2=343/0-3-8 (min. 0-1-8), 5=596/0-3-8 (min. 0-1-8) Max Horz 2=126(LC 7) Max Uplift 2=-47(LC 4), 5=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/50, 3-5=-398/242 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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 2-0-0 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, 5. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss M01 Truss Type Jack-Closed Qty 6 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154257 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:04 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-mOTwjbqcHdwWydmlX?FdZhwPcALHax5q75?T2Kyxqhv Scale = 1:35.2 2-5 1-3 4-5 3-4 1 2 3 5 4 3x6 4x8 1.5x4 1.5x4 3-11-8 3-11-8 -1-2-8 1-2-8 3-11-8 3-11-8 2- 3 - 1 3 6- 3 - 5 12.00 12 Plate Offsets (X,Y)-- [2:0-4-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.89 0.27 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.00 0.04 (loc) 4-5 4-5 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=243/0-5-8 (min. 0-1-8), 4=132/Mechanical Max Horz 5=205(LC 6) Max Uplift 4=-159(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) 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) except (jt=lb) 4=159. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss M02 Truss Type Monopitch Qty 3 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154258 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:05 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-Ea1JxxrE2w2NanLy5jms6vSfLZjGJPZzLlk0bmyxqhu Scale = 1:18.5 1-3 3-4 4-5 2-5 1 2 3 5 4 3x6 2x4 3x4 3x8 6-9-0 6-9-0 -1-2-8 1-2-8 6-9-0 6-9-0 1- 3 - 1 3 3- 0 - 1 2- 8 - 9 0- 3 - 8 3- 0 - 1 3.00 12 Plate Offsets (X,Y)-- [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.58 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 0.00 0.11 (loc) 4-5 4-5 4 4-5 l/defl >999 >472 n/a >735 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=348/0-3-8 (min. 0-1-8), 4=250/0-1-8 (min. 0-1-8) Max Horz 5=81(LC 6) Max Uplift 5=-108(LC 4), 4=-90(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-295/157 NOTES- 1) Wind: ASCE 7-05; 90mph; 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) 4 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) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=108. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss M03 Truss Type Monopitch Qty 4 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154259 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:05 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-Ea1JxxrE2w2NanLy5jms6vShrZksJPZzLlk0bmyxqhu Scale = 1:17.1 1-3 3-4 4-5 2-5 1 2 3 5 4 3x4 2x4 3x4 3x6 5-11-0 5-11-0 -1-2-8 1-2-8 5-11-0 5-11-0 1- 3 - 1 3 2- 9 - 9 2- 6 - 1 0- 3 - 8 2- 9 - 9 3.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 0.00 0.06 (loc) 4-5 4-5 4 4-5 l/defl >999 >715 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=316/0-3-8 (min. 0-1-8), 4=215/0-1-8 (min. 0-1-8) Max Horz 5=75(LC 6) Max Uplift 5=-99(LC 4), 4=-79(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-268/147 NOTES- 1) Wind: ASCE 7-05; 90mph; 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) 4 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) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss M04 Truss Type Monopitch Qty 6 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154260 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:06 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-imbh8HrspEAEBxw8fQH5e6?w9z4y2so7aPUa7Cyxqht Scale = 1:15.2 1-3 3-4 4-5 2-5 1 2 3 5 4 2x4 1.5x4 2x4 2x4 4-5-0 4-5-0 -1-2-8 1-2-8 4-5-0 4-5-0 1- 3 - 1 3 2- 5 - 1 2- 1 - 9 0- 3 - 8 2- 5 - 1 3.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.00 0.02 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=260/0-3-8 (min. 0-1-8), 4=152/0-1-8 (min. 0-1-8) Max Horz 5=63(LC 6) Max Uplift 5=-84(LC 4), 4=-59(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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) 4 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) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss M06 Truss Type Monopitch Qty 6 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154261 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:06 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-imbh8HrspEAEBxw8fQH5e6?xYz5Y2so7aPUa7Cyxqht Scale = 1:13.4 1-3 3-4 4-5 2-5 1 2 3 5 4 1.5x4 1.5x4 2x4 1.5x4 2-11-8 2-11-8 -1-2-8 1-2-8 2-11-8 2-11-8 1- 3 - 1 3 2- 0 - 1 1 1- 9 - 3 0- 3 - 8 2- 0 - 1 1 3.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=209/0-3-8 (min. 0-1-8), 4=86/0-1-8 (min. 0-1-8) Max Horz 5=52(LC 6) Max Uplift 5=-49(LC 4), 4=-17(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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) 4 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) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss M07 Truss Type Monopitch Qty 3 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154262 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:06 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-imbh8HrspEAEBxw8fQH5e6?uIz2F2qC7aPUa7Cyxqht Scale = 1:60.5 4-5 5-6 6-8 3-7 3-6 2-8 2-7 1-4 1 2 3 4 5 8 7 6 3x4 3x4 3x4 3x4 3x6 3x4 4x6 6-8-0 6-8-0 13-4-0 6-8-0 -1-2-8 1-2-8 6-8-0 6-8-0 13-4-0 6-8-0 1- 1 0 - 8 10 - 9 - 3 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.24 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.11 -0.01 0.00 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6,3-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 3-6 REACTIONS.(lb/size)6=517/Mechanical, 8=607/0-3-8 (min. 0-1-8) Max Horz 8=333(LC 6) Max Uplift 6=-171(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-505/0, 2-8=-550/0 BOT CHORD 7-8=-333/76, 6-7=-128/338 WEBS 3-7=0/254, 3-6=-450/171, 2-7=0/270 NOTES- 1) Wind: ASCE 7-05; 90mph; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=171. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss M07A Truss Type Monopitch Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154263 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:07 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-Az83MdsUaYI5p5VKC8oKBKX52NPynDkGp3D7ffyxqhs Scale = 1:49.7 1-4 4-5 5-7 3-6 3-5 2-7 2-6 1 2 3 4 7 6 5 2x4 3x4 1.5x4 3x6 3x4 3x6 5-2-0 5-2-0 10-4-0 5-2-0 -1-2-8 1-2-8 5-2-0 5-2-0 10-4-0 5-2-0 1- 1 0 - 8 8- 9 - 3 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.14 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.(lb/size)5=396/Mechanical, 7=488/0-3-8 (min. 0-1-8) Max Horz 7=271(LC 6) Max Uplift 5=-141(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-362/0, 2-7=-444/0 BOT CHORD 6-7=-271/38 WEBS 3-5=-328/146 NOTES- 1) Wind: ASCE 7-05; 90mph; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=141. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154264 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:08 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-e9iRZzt6LrQyRF4XmrJZjX4HUnmcWmDQ1jzgC5yxqhr Scale = 1:13.4 1-2 2-3 3-4 1-4 1-3 1 2 4 3 5 1.5x4 5x6 3x6 3x4 2-11-8 2-11-8 2-11-8 2-11-8 1- 3 - 1 3 2- 0 - 1 1 3.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4 3-4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=366/Mechanical, 4=315/0-3-8 (min. 0-1-8) Max Horz 4=35(LC 5) Max Uplift 3=-43(LC 5), 4=-19(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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: 2x8 - 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) Wind: ASCE 7-05; 90mph; 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 exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 467 lb down and 40 lb up at 1-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-467(B) WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss PB01 Truss Type GABLE Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154265 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:08 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-e9iRZzt6LrQyRF4XmrJZjX4H7nmjWmUQ1jzgC5yxqhr Scale = 1:32.4 1-5 5-9 2-8 5-12 4-13 3-14 6-11 7-10 2 3 4 5 6 7 8 14 13 12 11 10 1 9 4x6 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-8-8 15-8-8 7-10-4 7-10-4 15-8-8 7-10-4 5- 2 - 1 3 0- 1 - 8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-8-8. (lb) - Max Horz 1=-118(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 12, 13, 14, 11, 10 except 2=263(LC 1), 8=263(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 8, 13, 14, 11, 10. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss PB02 Truss Type Piggyback Qty 5 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154266 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:09 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-7LGpnJuk69Yp2OejKZroGldR8B6kFC?ZGNiEkXyxqhq Scale = 1:33.8 1-4 4-7 2-6 4-9 3-10 5-8 1 2 3 4 5 6 7 10 9 8 4x6 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-8-8 15-8-8 7-10-4 7-10-4 15-8-8 7-10-4 0- 4 - 7 5- 2 - 1 3 0- 1 - 8 0- 4 - 7 0- 1 - 8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.06 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 7 7 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-2-10. (lb) - Max Horz 2=112(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=333(LC 10), 8=333(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-251/133, 5-8=-251/133 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) 2, 6, 10, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss T01 Truss Type ROOF TRUSS Qty 2 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154267 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:10 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-bYqC_euMtTgggYDvuGM1py9UfaPK_W4iV1SnGzyxqhp Scale = 1:83.8 3-6 6-9 14-16 2-16 10-12 10-13 8-134-15 5-7 6-17 9-11 12-14 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 6x8 8x8 6x8 12x12 8x10 12x12 12x12 12x12 3x6 3x6 3x6 3x6 1.5x4 14-7-0 9- 1 - 1 4 4-2-8 4-2-8 11-6-0 7-3-8 18-9-8 7-3-8 23-0-0 4-2-8 -1-2-8 1-2-8 4-2-8 4-2-8 11-6-0 7-3-8 18-9-8 7-3-8 23-0-0 4-2-8 24-2-8 1-2-8 2- 3 - 1 3 13 - 9 - 1 3 2- 3 - 1 3 12.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-2-12], [12:Edge,0-10-0], [13:0-3-8,0-6-0], [15:0-3-8,0-6-0], [16:Edge,0-10-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.67 0.23 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.48 0.01 0.04 (loc) 13-15 13-15 12 13-15 l/defl >999 >572 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 274 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x10 SP No.1 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 8-13,4-15,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 17 REACTIONS.(lb/size)16=2102/0-5-8 (min. 0-2-2), 12=2102/0-5-8 (min. 0-2-2) Max Horz 16=-315(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2062/0, 3-4=-1888/0, 4-5=-1242/77, 5-6=-34/334, 6-7=-34/334, 7-8=-1242/77, 8-9=-1888/0, 9-10=-2062/0, 2-16=-2252/0, 10-12=-2252/0 BOT CHORD 15-16=-320/306, 14-15=0/1151, 13-14=0/1151 WEBS 2-15=0/1256, 10-13=0/1256, 8-13=0/1074, 4-15=0/1074, 5-17=-1631/88, 7-17=-1631/88 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17; Wall dead load (5.0psf) on member(s).8-13, 4-15 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 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) Attic room checked for L/360 deflection. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss T02 Truss Type ROOF TRUSS Qty 2 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154268 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:11 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-3kOaB_v?emoXIio5R_tGLAieM_lRjzIskhBKoQyxqho Scale = 1:83.8 2-5 5-8 13-15 1-15 9-11 9-12 7-123-14 4-6 5-16 1-2 8-10 11-13 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 6x10 8x8 6x10 12x12 8x10 12x12 12x12 12x12 3x6 3x6 3x6 3x6 1.5x4 14-7-0 9- 1 - 1 4 4-2-8 4-2-8 11-6-0 7-3-8 18-9-8 7-3-8 23-0-0 4-2-8 4-2-8 4-2-8 11-6-0 7-3-8 18-9-8 7-3-8 23-0-0 4-2-8 24-2-8 1-2-8 2- 3 - 1 3 13 - 9 - 1 3 2- 3 - 1 3 12.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-2-12], [11:Edge,0-10-0], [12:0-3-8,0-6-0], [14:0-3-8,0-6-0], [15:Edge,0-10-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.67 0.24 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.48 0.01 0.04 (loc) 12-14 12-14 11 12-14 l/defl >999 >570 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 267 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x10 SP No.1 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 7-12,3-14,4-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 16 REACTIONS.(lb/size)15=2013/0-5-8 (min. 0-2-0), 11=2105/0-5-8 (min. 0-2-2) Max Horz 15=-330(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2040/0, 2-3=-1885/0, 3-4=-1244/77, 4-5=-34/336, 5-6=-34/335, 6-7=-1245/76, 7-8=-1894/0, 8-9=-2068/0, 1-15=-2157/0, 9-11=-2258/0 BOT CHORD 14-15=-305/318, 13-14=0/1155, 12-13=0/1155 WEBS 1-14=0/1253, 9-12=0/1259, 7-12=0/1079, 3-14=0/1070, 4-16=-1638/88, 6-16=-1638/88 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-16, 6-16; Wall dead load (5.0psf) on member(s).7-12, 3-14 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-14 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) Attic room checked for L/360 deflection. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss T03 Truss Type Roof Special Qty 6 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154269 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:11 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-3kOaB_v?emoXIio5R_tGLAib6_fXj?DskhBKoQyxqho Scale = 1:46.9 1-4 4-6 2-5 3-7 4-7 3-8 1 2 3 4 5 8 7 6 10x10 3x8 5x8 3x4 3x4 1.5x4 6-5-13 6-5-13 11-6-0 5-0-3 14-1-0 2-7-0 19-0-8 4-11-8 -1-2-8 1-2-8 6-5-13 6-5-13 11-6-0 5-0-3 14-1-0 2-7-0 19-0-8 4-11-8 0- 4 - 6 3- 8 - 1 0- 1 0 - 1 4- 8 - 8 3- 1 0 - 7 3.45 12 12.00 12 Plate Offsets (X,Y)-- [4:0-1-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.88 0.62 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.66 0.65 0.13 (loc) 5 5-7 6 5 l/defl >999 >342 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x10 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=871/0-3-0 (min. 0-1-8), 2=947/0-3-8 (min. 0-1-8) Max Horz 2=-162(LC 7) Max Uplift 6=-28(LC 7), 2=-78(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2121/185, 3-4=-1350/106, 4-5=-1123/99, 5-6=-557/134 BOT CHORD 2-8=-19/1972, 7-8=-19/1972, 5-7=0/1244 WEBS 3-7=-785/141, 4-7=-5/412 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) Bearing at joint(s) 6 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) 6, 2. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss T04 Truss Type Common Qty 5 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154270 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:12 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-XwyyPKwdP4xOvsNI?hOVuNFpOO6cSZj?yLxuLsyxqhn Scale = 1:52.2 1-3 3-5 6-8 3-7 2-8 2-7 4-64-7 1 2 3 4 5 8 7 6 4x6 2x4 2x4 3x8 5x8 5x8 6-3-8 6-3-8 12-7-0 6-3-8 -1-2-8 1-2-8 6-3-8 6-3-8 12-7-0 6-3-8 13-9-8 1-2-8 2- 3 - 1 3 8- 7 - 5 2- 3 - 1 3 12.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.65 0.18 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.00 0.00 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=573/0-3-8 (min. 0-1-8), 6=573/0-3-8 (min. 0-1-8) Max Horz 8=219(LC 5) Max Uplift 8=-44(LC 6), 6=-44(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-418/115, 3-4=-418/115, 2-8=-518/116, 4-6=-518/116 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss T05 Truss Type Common Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154271 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:12 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-XwyyPKwdP4xOvsNI?hOVuNFpTO6cSZk?yLxuLsyxqhn Scale = 1:52.2 1-2 2-4 5-7 2-6 1-7 1-6 3-53-6 1 2 3 4 7 6 5 5x8 4x6 2x4 2x4 3x8 5x8 6-3-8 6-3-8 12-7-0 6-3-8 6-3-8 6-3-8 12-7-0 6-3-8 13-9-8 1-2-8 2- 3 - 1 3 8- 7 - 5 2- 3 - 1 3 12.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.65 0.18 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=487/Mechanical, 5=577/0-3-8 (min. 0-1-8) Max Horz 7=-235(LC 4) Max Uplift 7=-28(LC 7), 5=-41(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-415/103, 2-3=-423/110, 1-7=-433/74, 3-5=-523/111 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) 7, 5. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss T06 Truss Type ROOF TRUSS Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154272 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:13 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-?7WKcgxFAO3FX0yUZOvkQbnvroNCBre9B?gRtIyxqhm Scale = 1:85.3 3-6 6-9 9-10 18-20 12-14 4-18 8-16 2-19 2-18 11-15 12-15 9-16 9-15 1-3 10-13 15-1717-18 5-216-22 7-23 6-23 8-23 1-20 1-19 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 212223 6x8 8x10 8x8 4x6 3x6 10x10 8x16 3x12 12x12 4x6 6x8 4x6 12x12 2x4 8x10 3x12 2x4 2x4 6x16 2x4 8x8 17-5-0 9- 1 - 1 4 4-6-11 4-6-11 11-8-8 7-1-13 29-1-8 17-5-0 38-6-6 9-4-14 46-1-0 7-6-11 4-6-11 4-6-11 11-8-8 7-1-13 15-2-4 3-5-12 22-3-10 7-1-6 23-0-8 0-8-14 29-1-8 6-1-0 30-10-12 1-9-4 38-6-6 7-7-10 46-1-0 7-6-11 47-3-8 1-2-8 1- 1 0 - 8 12 - 0 - 0 1- 1 0 - 8 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [6:0-7-0,0-3-8], [9:0-4-0,0-2-13], [14:Edge,0-3-8], [15:0-5-8,0-7-8], [16:0-3-8,0-6-0], [18:0-4-0,0-3-12], [19:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.99 0.47 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.74 0.07 0.15 (loc) 16-18 16-18 14 15-16 l/defl >999 >741 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 433 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-6: 2x10 SP No.1, 1-3: 2x8 SP 2400F 2.0E BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" *Except* 18-20: 2x8 SP 2400F 2.0E, 14-15: 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 12-14,2-19,11-15,6-22,7-23,1-20: 2x4 SPF-S Stud 5-21: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-2 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 9-6-0 oc bracing. WEBS 1 Row at midpt 16-21, 9-15, 5-23 JOINTS 1 Brace at Jt(s): 21, 23 REACTIONS.(lb/size)20=3471/0-3-8 (min. 0-2-14), 14=3338/0-3-8 (min. 0-2-12) Max Horz 20=-293(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4088/0, 2-3=-4792/0, 3-4=-4548/0, 4-5=-3853/0, 5-6=-1478/275, 6-7=-3380/270, 7-8=-3380/270, 8-9=-3824/0, 9-10=-4051/87, 10-11=-4205/41, 11-12=-4208/0, 12-14=-3093/0, 1-20=-3280/0 BOT CHORD 19-20=-235/287, 18-19=0/3351, 17-18=0/3833, 16-17=0/3826, 15-16=0/3546, 14-15=-1/316 WEBS 4-18=0/1268, 16-21=-406/391, 8-21=-276/406, 2-19=-1171/0, 2-18=-215/843, 11-15=-533/274, 12-15=0/3106, 9-16=-49/2360, 9-15=-682/183, 5-22=-3224/0, 22-23=-3150/0, 6-22=0/487, 7-23=-469/197, 6-23=-176/2846, 8-23=-807/0, 1-19=0/3363 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-22, 22-23, 21-23; Wall dead load (5.0psf) on member(s).4-18, 16-21 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 16-18 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss T06A Truss Type ROOF TRUSS Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154273 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:15 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-xVd51MyVi?JymK6tgpxCW0tFLb2gflDRfJ9YxByxqhk Scale = 1:85.4 4-7 7-10 10-11 19-21 13-15 5-19 9-17 3-20 3-19 12-16 13-16 10-17 10-16 1-4 11-14 16-1818-19 6-227-23 8-24 7-24 9-24 2-21 2-20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 222324 6x8 8x10 8x8 4x6 3x8 10x10 8x16 3x12 12x12 4x6 6x8 4x6 12x12 2x4 8x10 3x12 2x4 2x4 6x16 2x4 8x8 17-5-0 9- 1 - 1 4 4-6-11 4-6-11 11-8-8 7-1-13 29-1-8 17-5-0 38-6-6 9-4-14 46-1-0 7-6-11 -1-2-8 1-2-8 4-6-11 4-6-11 11-8-8 7-1-13 15-2-4 3-5-12 22-3-10 7-1-6 23-0-8 0-8-14 29-1-8 6-1-0 30-10-12 1-9-4 38-6-6 7-7-10 46-1-0 7-6-11 47-3-8 1-2-8 1- 1 0 - 8 12 - 0 - 0 1- 1 0 - 8 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0], [7:0-7-0,0-3-8], [10:0-4-0,0-2-13], [15:Edge,0-3-8], [16:0-5-8,0-7-8], [17:0-3-8,0-6-0], [19:0-3-12,0-3-12], [20:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.99 0.47 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.74 0.07 0.15 (loc) 17-19 17-19 15 16-17 l/defl >999 >742 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 437 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-7: 2x10 SP No.1, 1-4: 2x8 SP 2400F 2.0E BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" *Except* 19-21: 2x8 SP 2400F 2.0E, 15-16: 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 13-15,3-20,12-16,7-23,8-24,2-21: 2x4 SPF-S Stud 6-22: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-3 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 9-6-7 oc bracing. WEBS 1 Row at midpt 17-22, 10-16, 6-24 JOINTS 1 Brace at Jt(s): 22, 24 REACTIONS.(lb/size)21=3565/0-3-8 (min. 0-2-15), 15=3337/0-3-8 (min. 0-2-12) Max Horz 21=-283(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4076/0, 3-4=-4786/0, 4-5=-4542/0, 5-6=-3850/0, 6-7=-1475/275, 7-8=-3377/269, 8-9=-3377/269, 9-10=-3820/0, 10-11=-4050/87, 11-12=-4203/41, 12-13=-4206/0, 13-15=-3092/0, 2-21=-3374/0 BOT CHORD 20-21=-246/278, 19-20=0/3333, 18-19=0/3829, 17-18=0/3823, 16-17=0/3544, 15-16=-1/316 WEBS 5-19=0/1265, 17-22=-404/391, 9-22=-275/406, 3-20=-1167/0, 3-19=-214/850, 12-16=-533/274, 13-16=0/3105, 10-17=-50/2356, 10-16=-679/183, 6-23=-3224/0, 23-24=-3151/0, 7-23=0/487, 8-24=-469/197, 7-24=-176/2847, 9-24=-807/0, 2-20=0/3344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-23, 23-24, 22-24; Wall dead load (5.0psf) on member(s).5-19, 17-22 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 17-19 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss T07 Truss Type ROOF TRUSS Qty 3 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154274 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:16 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-PhBTFiz7SJRpOTh3EXTR2DPSh?KZOC3btzv5Udyxqhj Scale = 1:87.9 4-7 7-10 10-11 2-19 13-15 5-19 9-17 3-20 3-19 12-16 13-16 10-17 10-16 1-4 11-14 16-1818-19 6-217-22 8-23 7-23 9-23 1 2 3 4 5 6 7 8 9 10 11 12 13 14 20 19 18 17 16 15 212223 24 25 6x8 8x10 8x8 4x6 6x10 10x10 9x16 MT18H 3x12 12x12 4x6 3x6 4x6 12x12 2x4 10x16 3x12 2x4 2x4 6x16 2x4 17-5-0 9- 1 - 1 4 6-0-11 6-0-11 13-2-8 7-1-13 30-7-8 17-5-0 40-0-6 9-4-14 47-7-0 7-6-11 -1-2-8 1-2-8 6-0-11 6-0-11 13-2-8 7-1-13 16-8-4 3-5-12 23-9-10 7-1-6 24-6-8 0-8-14 30-7-8 6-1-0 32-4-12 1-9-4 40-0-6 7-7-10 47-7-0 7-6-11 48-9-8 1-2-8 0- 1 0 - 8 12 - 0 - 0 1- 1 0 - 8 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [7:0-7-0,0-3-8], [10:0-5-12,0-4-0], [15:Edge,0-3-8], [16:0-5-4,0-7-8], [17:0-3-8,0-6-0], [19:0-4-12,0-4-0], [23:0-5-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.89 0.75 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.45 -0.93 0.09 0.20 (loc) 17-19 17-19 15 19-20 l/defl >999 >611 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18H Weight: 442 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-7: 2x10 SP 2400F 2.0E, 1-4: 2x8 SP 2400F 2.0E BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" *Except* 2-19: 2x8 SP 2400F 2.0E, 15-16: 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-20,12-16,7-22,8-23: 2x4 SPF-S Stud, 6-21: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-13 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 5-11-5 oc bracing. WEBS 1 Row at midpt 17-21, 3-19, 10-16, 6-23 JOINTS 1 Brace at Jt(s): 21, 23 REACTIONS.(lb/size)2=3920/0-3-8 (min. 0-3-4), 15=3510/0-3-8 (min. 0-2-15) Max Horz 2=279(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-6144/0, 3-24=-5881/0, 3-4=-5453/0, 4-5=-5103/0, 5-25=-4202/0, 6-25=-4101/0, 6-7=-1811/272, 7-8=-3645/267, 8-9=-3645/267, 9-10=-4225/0, 10-11=-4256/84, 11-12=-4408/38, 12-13=-4416/0, 13-15=-3227/0 BOT CHORD 2-20=0/4936, 19-20=0/4938, 18-19=0/4247, 17-18=0/4240, 16-17=0/3886, 15-16=-1/403 WEBS 5-19=0/1608, 17-21=-562/386, 9-21=-432/401, 3-20=-92/304, 3-19=-971/275, 12-16=-524/273, 13-16=0/3189, 10-17=-28/2851, 10-16=-977/169, 6-22=-3240/0, 22-23=-3167/0, 7-22=0/487, 8-23=-415/200, 7-23=-208/2700, 9-23=-882/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-22, 22-23, 21-23; Wall dead load (5.0psf) on member(s).5-19, 17-21 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 17-19 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss T07 Truss Type ROOF TRUSS Qty 3 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154274 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:16 2015 Page 2 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-PhBTFiz7SJRpOTh3EXTR2DPSh?KZOC3btzv5Udyxqhj LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-24=-70, 5-24=-100(F=-30), 5-25=-110(F=-30), 6-25=-80, 6-7=-70, 7-10=-70, 10-13=-70, 13-14=-70, 2-19=-30, 17-19=-130, 15-17=-30, 6-21=-10 Drag: 5-19=-10, 17-21=-10 WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. Job B15501098B Truss T08 Truss Type Common Qty 3 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154275 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:17 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-uulrS2_lDcZg0dGFoE_gbRykRPiU7kBk6def04yxqhi Scale = 1:76.4 4-6 6-8 2-14 3-15 5-15 5-13 6-13 7-13 7-11 9-11 2-2 10-10 1-4 8-10 10-1212-14 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x6 5x6 3x6 3x6 3x6 1.5x4 3x6 3x8 3x6 3x6 1.5x4 6x8 6x8 3x6 9-0-0 9-0-0 18-5-4 9-5-4 27-10-8 9-5-4 36-10-8 9-0-0 -0-10-8 0-10-8 6-4-1 6-4-1 12-4-11 6-0-9 18-5-4 6-0-9 24-5-13 6-0-9 30-6-7 6-0-9 36-10-8 6-4-1 0- 7 - 1 2 12 - 1 1 - 4 0- 7 - 1 2 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [10:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.58 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.52 0.12 0.08 (loc) 10-11 10-11 10 2-15 l/defl >999 >858 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 162 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-15,9-11: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 7-13 REACTIONS.(lb/size)2=1528/0-3-8 (min. 0-2-6), 10=1475/0-3-8 (min. 0-2-5) Max Horz 2=297(LC 5) Max Uplift 2=-91(LC 6), 10=-63(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2209/185, 3-4=-2028/199, 4-5=-2007/236, 5-6=-1426/254, 6-7=-1426/254, 7-8=-2010/238, 8-9=-2031/201, 9-10=-2212/187 BOT CHORD 2-15=-134/1738, 14-15=-31/1429, 13-14=-31/1429, 12-13=0/1430, 11-12=0/1430, 10-11=-73/1742 WEBS 3-15=-274/173, 5-15=-36/500, 5-13=-590/194, 6-13=-167/1126, 7-13=-591/195, 7-11=-39/501, 9-11=-278/178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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 2 = 16%, joint 10 = 16% 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) 2, 10. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss T09 Truss Type Roof Special Qty 3 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154276 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:18 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-M4JDfO?O_whXdnrSMyVv7eVtCp5os4iuLHOCYWyxqhh Scale = 1:87.3 1-2 4-5 5-7 7-8 18-21 6-16 13-15 1-20 2-20 2-19 3-19 3-17 5-17 15-17 5-15 7-15 7-14 9-14 9-12 10-10 2-4 8-11 16-18 10-13 1-21 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 5x8 3x6 6x8 5x8 3x6 1.5x4 3x6 1.5x4 1.5x4 3x6 3x12 3x12 4x6 3x6 3x8 6x16 3x6 3x6 1.5x4 4x6 3x8 -0-1-8 0-1-8 1-8-0 1-8-0 10-0-10 8-4-10 19-0-4 8-11-10 21-8-8 2-8-4 22-0-8 0-4-0 24-10-12 2-10-4 32-3-7 7-4-11 40-5-8 8-2-1 -0-1-8 0-1-8 1-8-0 1-8-0 10-0-10 8-4-10 19-0-4 8-11-10 21-8-8 2-8-4 24-10-12 3-2-4 32-3-7 7-4-11 40-5-8 8-2-1 41-8-0 1-2-8 1- 4 - 7 9- 0 - 4 12 - 1 1 - 4 0- 6 - 7 2- 0 - 0 1- 4 - 7 8.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-12], [7:0-6-0,0-2-8], [10:0-2-10,Edge], [10:Edge,0-1-5], [15:0-8-0,0-2-8], [20:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.45 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.33 -0.01 0.05 (loc) 17-19 17-19 15 10-12 l/defl >999 >788 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 198 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-16,3-17,5-17,5-15: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except 2-0-0 oc purlins (4-10-5 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,14-15. WEBS 1 Row at midpt 6-16, 2-19, 3-17, 5-15, 9-14 REACTIONS.(lb/size)21=687/0-2-0 (min. 0-1-8), 15=1996/0-3-8 (min. 0-3-2), 10=618/0-3-8 (min. 0-1-8) Max Horz 21=-278(LC 4) Max Uplift 15=-61(LC 7), 10=-90(LC 7) Max Grav 21=746(LC 10), 15=1996(LC 1), 10=648(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1290/87, 2-3=-857/92, 5-6=0/594, 6-7=0/574, 7-8=0/264, 9-10=-824/109 BOT CHORD 20-21=-62/278, 19-20=-47/1197, 18-19=0/618, 17-18=0/618, 13-14=-7/673, 12-13=-7/673, 10-12=-7/673 WEBS 1-20=-101/1504, 2-20=-680/141, 2-19=-585/86, 3-19=0/436, 3-17=-771/180, 5-17=-149/670, 5-15=-1412/127, 7-15=-643/147, 7-14=-3/517, 9-14=-872/178, 9-12=0/356, 1-21=-744/27 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) Provide adequate drainage to prevent water ponding. 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 at joint(s) 21. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss T10 Truss Type Roof Special Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154277 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:19 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-qGtbtj?0lEpOFxPevf08gs1zpDMBbXK1Zx7m4yyxqhg Scale = 1:87.3 1-2 4-5 5-7 7-8 18-21 6-16 13-15 1-20 2-20 2-19 3-19 3-17 5-17 15-17 7-15 7-14 9-14 9-12 10-10 2-4 8-11 16-18 10-13 1-21 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 5x8 3x6 8x8 5x8 3x6 1.5x4 3x6 1.5x4 1.5x4 4x8 5x8 5x8 4x6 3x6 6x10 6x10 3x6 3x6 1.5x4 6x10 -0-1-8 0-1-8 1-8-0 1-8-0 10-0-10 8-4-10 19-0-4 8-11-10 21-8-8 2-8-4 24-10-12 3-2-4 32-3-7 7-4-11 40-5-8 8-2-1 -0-1-8 0-1-8 1-8-0 1-8-0 10-0-10 8-4-10 19-0-4 8-11-10 21-8-8 2-8-4 24-10-12 3-2-4 32-3-7 7-4-11 40-5-8 8-2-1 41-8-0 1-2-8 1- 4 - 7 9- 0 - 4 12 - 1 1 - 4 0- 6 - 7 2- 0 - 0 1- 4 - 7 8.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-12], [7:0-6-4,0-2-8], [10:0-1-15,Edge], [15:0-3-4,0-3-0], [20:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.89 0.76 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.62 0.25 0.15 (loc) 14 12-14 10 14 l/defl >999 >783 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 202 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-21: 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 6-16,1-20,3-17,5-17,5-15: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-4-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 10-12. WEBS 1 Row at midpt 6-16, 2-19, 3-17, 5-17, 7-15, 9-14 REACTIONS.(lb/size)21=1609/0-2-0 (min. 0-1-14), 10=1693/0-3-8 (min. 0-2-10) Max Horz 21=-278(LC 4) Max Uplift 21=-20(LC 7), 10=-122(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2700/218, 2-3=-2421/236, 3-4=-1733/235, 4-5=-1564/289, 5-6=-2179/366, 6-7=-2259/323, 7-8=-2481/297, 8-9=-2580/266, 9-10=-3342/333 BOT CHORD 20-21=-62/278, 19-20=-167/2487, 18-19=-81/1922, 17-18=-81/1922, 14-15=-61/2301, 13-14=-211/2965, 12-13=-211/2965, 10-12=-211/2965 WEBS 1-20=-254/3148, 2-20=-1559/222, 2-19=-573/86, 3-19=0/437, 3-17=-772/179, 5-17=-343/0, 15-17=0/1603, 5-15=-176/2092, 7-15=-1125/189, 7-14=0/477, 9-14=-770/167, 9-12=0/352, 1-21=-1586/105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) Provide adequate drainage to prevent water ponding. 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 at joint(s) 21. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21 except (jt=lb) 10=122. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss T11 Truss Type Roof Special Qty 2 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154278 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:20 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-ITR_430eWXxFt5_qTMXND3a8pciSK_gBobtJdOyxqhf Scale = 1:87.2 1-21 1-2 4-5 5-7 7-8 18-21 6-16 13-15 1-20 2-20 2-19 3-19 3-17 5-17 15-17 7-15 7-14 9-14 9-12 10-10 2-4 8-11 16-18 10-131 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x4 4x10 5x8 3x6 8x8 5x8 3x6 3x6 1.5x4 1.5x4 4x8 5x8 4x6 3x6 6x10 6x10 3x6 3x6 1.5x4 6x10 1-8-0 1-8-0 10-0-10 8-4-10 19-0-4 8-11-10 21-8-8 2-8-4 24-10-12 3-2-4 32-3-7 7-4-11 40-5-8 8-2-1 1-8-0 1-8-0 10-0-10 8-4-10 19-0-4 8-11-10 21-8-8 2-8-4 24-10-12 3-2-4 32-3-7 7-4-11 40-5-8 8-2-1 41-8-0 1-2-8 1- 4 - 7 9- 0 - 4 12 - 1 1 - 4 0- 6 - 7 2- 0 - 0 1- 4 - 7 8.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-12], [7:0-6-4,0-2-8], [10:0-1-15,Edge], [15:0-3-8,0-3-0], [20:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.88 0.76 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.61 0.25 0.15 (loc) 14 12-14 10 14 l/defl >999 >788 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 197 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-16,1-20,3-17,5-17,5-15: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-5-4 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 10-12. WEBS 1 Row at midpt 6-16, 2-19, 3-17, 5-17, 7-15, 9-14 REACTIONS.(lb/size)21=1604/Mechanical, 10=1688/0-3-8 (min. 0-2-10) Max Horz 21=-278(LC 4) Max Uplift 21=-20(LC 7), 10=-122(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-1569/95, 1-2=-2530/205, 2-3=-2393/234, 3-4=-1723/235, 4-5=-1554/288, 5-6=-2166/365, 6-7=-2246/322, 7-8=-2468/296, 8-9=-2568/265, 9-10=-3330/332 BOT CHORD 20-21=-56/279, 19-20=-152/2320, 18-19=-80/1898, 17-18=-80/1898, 14-15=-60/2289, 13-14=-211/2954, 12-13=-211/2954, 10-12=-211/2954 WEBS 1-20=-236/2938, 2-20=-1544/228, 2-19=-450/73, 3-19=0/420, 3-17=-755/178, 5-17=-345/0, 15-17=0/1593, 5-15=-175/2083, 7-15=-1123/189, 7-14=0/477, 9-14=-770/167, 9-12=0/352 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21 except (jt=lb) 10=122. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss T12 Truss Type Roof Special Qty 3 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154279 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:21 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-mf?MIP1GHr36UFZ0142clH7QN06e2QKK1Fcs9ryxqhe Scale = 1:81.8 4-6 6-8 8-9 1-19 7-17 14-163-20 5-20 5-18 6-18 16-18 6-16 8-16 8-15 10-15 10-13 1-2 11-11 1-4 9-12 17-19 11-14 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 3x6 5x8 5x8 3x6 4x8 4x6 4x6 3x6 1.5x4 1.5x4 6x10 3x6 3x6 1.5x4 3x6 3x8 3x6 3x6 1.5x4 4x6 3x8 8-8-0 8-8-0 18-7-4 9-11-4 21-8-8 3-1-4 22-0-8 0-4-0 24-10-12 2-10-4 32-3-7 7-4-11 40-5-8 8-2-1 6-4-12 6-4-12 12-6-0 6-1-4 18-7-4 6-1-4 21-8-8 3-1-4 24-10-12 3-2-4 32-3-7 7-4-11 40-5-8 8-2-1 41-8-0 1-2-8 0- 9 - 1 2 9- 0 - 4 13 - 2 - 9 0- 6 - 7 2- 0 - 0 8.00 12 5.00 12 Plate Offsets (X,Y)-- [1:0-5-5,0-0-7], [8:0-6-0,0-2-8], [11:0-2-10,Edge], [11:0-0-0,0-1-5], [16:0-4-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.44 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.46 0.01 0.05 (loc) 18-20 18-20 11 11-13 l/defl >999 >571 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-17,5-20,5-18,6-18,6-16: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-10-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-17, 5-18, 6-18, 6-16, 10-15 REACTIONS.(lb/size)1=726/Mechanical, 16=1915/0-3-8 (min. 0-3-0), 11=662/0-3-8 (min. 0-1-8) Max Horz 1=-287(LC 4) Max Uplift 1=-45(LC 6), 16=-59(LC 7), 11=-92(LC 7) Max Grav 1=785(LC 10), 16=1915(LC 1), 11=666(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1006/79, 2-3=-896/105, 3-4=-842/130, 4-5=-657/167, 6-7=0/462, 7-8=0/463, 10-11=-867/130 BOT CHORD 1-20=-141/746, 19-20=-44/420, 18-19=-44/420, 14-15=-27/712, 13-14=-27/712, 11-13=-27/712 WEBS 3-20=-290/179, 5-20=-44/533, 5-18=-611/201, 6-18=-160/667, 6-16=-1201/57, 8-16=-648/148, 8-15=-3/516, 10-15=-868/177, 10-13=0/356 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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, 16, 11. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss T13 Truss Type Common Qty 8 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154280 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:22 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-ErYkVl2u29Bz6O8DbnZrIUfbrQPPn1nTGvMQhHyxqhd Scale = 1:78.5 4-6 6-8 2-15 3-16 5-16 5-14 6-14 7-14 7-12 9-12 2-2 10-10 1-4 8-11 10-1313-15 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 5x6 3x6 3x6 3x6 1.5x4 3x6 3x8 3x6 3x6 1.5x4 8x8 8x8 3x6 8-11-11 8-11-11 18-10-4 9-10-9 28-8-13 9-10-9 37-8-8 8-11-11 -0-10-8 0-10-8 6-5-12 6-5-12 12-8-0 6-2-4 18-10-4 6-2-4 25-0-8 6-2-4 31-2-12 6-2-4 37-8-8 6-5-12 38-7-0 0-10-8 0- 7 - 1 2 13 - 2 - 9 0- 7 - 1 2 8.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [10:0-3-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.60 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.48 0.12 0.08 (loc) 2-16 12-14 10 2-16 l/defl >999 >936 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,9-12: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 6-14, 7-14 REACTIONS.(lb/size)2=1561/0-3-8 (min. 0-2-7), 10=1561/0-3-8 (min. 0-2-7) Max Horz 2=-301(LC 4) Max Uplift 2=-92(LC 6), 10=-92(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2265/187, 3-4=-2090/207, 4-5=-1902/244, 5-6=-1459/258, 6-7=-1459/258, 7-8=-1902/244, 8-9=-2090/207, 9-10=-2265/187 BOT CHORD 2-16=-132/1782, 15-16=-29/1461, 14-15=-29/1461, 13-14=0/1461, 12-13=0/1461, 10-12=-58/1782 WEBS 3-16=-281/178, 5-16=-42/515, 5-14=-600/201, 6-14=-169/1153, 7-14=-600/201, 7-12=-42/515, 9-12=-281/178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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 2 = 16%, joint 10 = 16% 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) 2, 10. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss T13A Truss Type Common Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154281 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:22 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-ErYkVl2u29Bz6O8DbnZrIUfbHQPVn1nTGvMQhHyxqhd Scale = 1:78.0 4-6 6-8 1-15 3-16 5-16 5-14 6-14 7-14 7-12 9-121-2 10-10 1-4 8-11 10-1313-15 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 5x6 3x6 6x8 4x6 4x6 3x6 3x6 1.5x4 3x6 3x8 3x6 3x6 1.5x4 8x8 3x6 8-8-11 8-8-11 18-7-4 9-10-9 28-5-13 9-10-9 37-5-8 8-11-11 6-2-12 6-2-12 12-5-0 6-2-4 18-7-4 6-2-4 24-9-8 6-2-4 30-11-12 6-2-4 37-5-8 6-5-12 38-4-0 0-10-8 0- 9 - 1 2 13 - 2 - 9 0- 7 - 1 2 8.00 12 Plate Offsets (X,Y)-- [1:0-5-5,0-0-7], [10:0-3-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.59 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.51 0.12 0.08 (loc) 14-16 14-16 10 10-12 l/defl >999 >876 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 171 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,9-12: 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-7-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 6-14, 7-14 REACTIONS.(lb/size)1=1498/Mechanical, 10=1551/0-3-8 (min. 0-2-7) Max Horz 1=-304(LC 4) Max Uplift 1=-63(LC 6), 10=-92(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2202/159, 2-3=-2095/185, 3-4=-2001/202, 4-5=-1911/239, 5-6=-1447/258, 6-7=-1443/258, 7-8=-1885/244, 8-9=-2073/206, 9-10=-2248/186 BOT CHORD 1-16=-128/1687, 15-16=-29/1436, 14-15=-29/1436, 13-14=0/1447, 12-13=0/1447, 10-12=-58/1768 WEBS 5-16=-38/446, 5-14=-584/202, 6-14=-169/1143, 7-14=-600/201, 7-12=-43/514, 9-12=-281/178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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 10 = 16% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss T14 Truss Type COMMON Qty 4 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154282 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:23 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-i266j52WpSJqkYjP8V54qiClMqlcWU1dUZ5zDjyxqhc Scale = 1:78.1 3-5 5-7 1-14 2-15 4-15 4-13 5-13 6-13 6-11 8-11 1-1 9-9 1-3 7-10 9-1212-14 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x6 5x6 3x6 3x6 3x6 1.5x4 3x6 3x8 3x6 3x6 1.5x4 8x8 8x8 3x6 8-11-11 8-11-11 18-10-4 9-10-9 28-8-13 9-10-9 37-8-8 8-11-11 6-5-12 6-5-12 12-8-0 6-2-4 18-10-4 6-2-4 25-0-8 6-2-4 31-2-12 6-2-4 37-8-8 6-5-12 38-7-0 0-10-8 0- 7 - 1 2 13 - 2 - 9 0- 7 - 1 2 8.00 12 Plate Offsets (X,Y)-- [1:0-0-6,Edge], [9:0-3-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.48 0.60 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.50 0.12 0.08 (loc) 1-15 1-15 9 9-11 l/defl >999 >902 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 166 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-15,8-11: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-13, 6-13 REACTIONS.(lb/size)1=1508/0-3-8 (min. 0-2-6), 9=1562/0-3-8 (min. 0-2-7) Max Horz 1=-304(LC 4) Max Uplift 1=-65(LC 6), 9=-92(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2269/189, 2-3=-2094/209, 3-4=-1907/247, 4-5=-1460/259, 5-6=-1461/259, 6-7=-1903/245, 7-8=-2091/207, 8-9=-2266/187 BOT CHORD 1-15=-136/1787, 14-15=-29/1462, 13-14=-29/1462, 12-13=0/1462, 11-12=0/1462, 9-11=-58/1783 WEBS 2-15=-285/183, 4-15=-45/516, 4-13=-601/201, 5-13=-169/1154, 6-13=-600/201, 6-11=-42/515, 8-11=-281/178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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 1 = 16%, joint 9 = 16% 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, 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss TG01 Truss Type Common Girder Qty 1 Ply 2 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154283 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:24 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-AEgUwR39amRhLiIbiCcJNvlzVEDkFyrmjDrWmAyxqhb Scale = 1:50.5 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 3x4 5x6 3x4 3x8 4x6 4x6 4x6 4x6 6-0-0 6-0-0 12-0-0 6-0-0 3-1-3 3-1-3 6-0-0 2-10-13 8-10-13 2-10-13 12-0-0 3-1-3 2- 3 - 1 3 8- 3 - 1 3 2- 3 - 1 3 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Plate Metal DOL Lumber DOL Rep Stress Incr Code 2-0-0 0.90 0.90 0.90 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.09 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 167 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=703/0-5-8 (min. 0-1-8), 6=1527/0-5-8 (min. 0-1-8) Max Horz 8=201(LC 5) Max Uplift 8=-42(LC 7), 6=-112(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-554/155, 3-4=-788/148, 4-5=-453/302, 5-6=-584/123 BOT CHORD 7-8=-102/341, 6-7=-20/584 WEBS 3-7=-139/420, 4-7=-426/163, 2-8=-607/22, 4-6=-1029/58 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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; 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 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) 8 except (jt=lb) 6=112. 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-60, 6-8=-20 Trapezoidal Loads (plf) Vert: 3=-100(F=-40)-to-5=-460(F=-400) WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss TG02 Truss Type ROOF TRUSS Qty 1 Ply 3 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154284 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:24 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-AEgUwR39amRhLiIbiCcJNvlttE7uFtvmjDrWmAyxqhb Scale = 1:83.8 3-6 6-9 14-16 2-16 10-12 10-13 8-134-15 5-7 6-17 9-11 12-14 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 6x10 8x8 6x10 8x16 8x16 12x12 8x16 12x12 3x12 3x12 3x6 3x6 1.5x4 14-7-0 9- 1 - 1 4 4-2-8 4-2-8 11-6-0 7-3-8 18-9-8 7-3-8 23-0-0 4-2-8 -1-2-8 1-2-8 4-2-8 4-2-8 11-6-0 7-3-8 18-9-8 7-3-8 23-0-0 4-2-8 24-2-8 1-2-8 2- 3 - 1 3 13 - 9 - 1 3 2- 3 - 1 3 12.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-2-12], [12:1-0-0,0-4-0], [13:0-3-8,0-6-0], [15:0-3-8,0-6-0], [16:1-0-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.68 0.47 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.56 0.01 0.05 (loc) 13-15 13-15 12 13-15 l/defl >921 >483 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 825 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x10 SP 2400F 2.0E *Except* 1-3,9-11: 2x10 SP No.1 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 2-16,10-12: 2x6 SPF No.2, 8-13,4-15,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 17 REACTIONS.(lb/size)16=7786/0-5-8 (min. 0-2-10), 12=6976/0-5-8 (min. 0-2-5) Max Horz 16=318(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7425/0, 3-4=-7258/0, 4-5=-3061/0, 5-6=0/1689, 6-7=0/1550, 7-8=-3200/0, 8-9=-6967/0, 9-10=-7134/0, 2-16=-7836/0, 10-12=-7501/0 BOT CHORD 15-16=-166/1156, 14-15=0/3822, 13-14=0/3822, 12-13=0/944 WEBS 2-15=0/2693, 10-13=0/2936, 8-13=0/5586, 4-15=0/6210, 5-17=-6341/0, 7-17=-6341/0, 6-17=0/628 NOTES- 1) 3-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x10 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected with 16d (0.131"x 3.5") nails as follows: 1.47x11.875 - 6 rows staggered at 0-4-0 oc. Web connected with 10d (0.131"x3") nails 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; 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17; Wall dead load (5.0psf) on member(s).8-13, 4-15 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 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) Load case(s) 1, 9, 10, 11 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3445 lb down and 542 lb up at 4-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Continued on page 2 WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss TG02 Truss Type ROOF TRUSS Qty 1 Ply 3 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154284 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:25 2015 Page 2 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-fQEt8n4nL4ZYzstoGw7Yw7H2ddT7_K8wyta4Icyxqha LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 2-4=-70, 4-5=-80, 5-6=-70, 6-7=-70, 7-8=-80, 8-10=-70, 10-11=-70, 15-16=-30, 13-15=-490(F=-360), 12-13=-490(F=-460), 5-7=-10 Drag: 8-13=-10, 4-15=-10 Concentrated Loads (lb) Vert: 15=-3445(B) 9) Dead + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-30, 4-5=-40, 5-6=-30, 6-7=-30, 7-8=-40, 8-10=-30, 10-11=-30, 15-16=-30, 13-15=-490(F=-360), 12-13=-490(F=-460), 5-7=-10 Drag: 8-13=-10, 4-15=-10 Concentrated Loads (lb) Vert: 15=-2136(B) 10) 1st Dead + Roof Live (unbalanced) + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 2-4=-70, 4-5=-80, 5-6=-70, 6-7=-30, 7-8=-40, 8-10=-30, 10-11=-30, 15-16=-30, 13-15=-490(F=-360), 12-13=-490(F=-460), 5-7=-10 Drag: 8-13=-10, 4-15=-10 Concentrated Loads (lb) Vert: 15=-3445(B) 11) 2nd Dead + Roof Live (unbalanced) + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-30, 4-5=-40, 5-6=-30, 6-7=-70, 7-8=-80, 8-10=-70, 10-11=-70, 15-16=-30, 13-15=-490(F=-360), 12-13=-490(F=-460), 5-7=-10 Drag: 8-13=-10, 4-15=-10 Concentrated Loads (lb) Vert: 15=-3445(B) WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. Job B15501098B Truss TG02A Truss Type ROOF TRUSS Qty 1 Ply 4 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154285 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Jul 16 07:41:53 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-mZLUn4baSxJPtpwuxywMoVqJ9Em_oXfIx0J2JSyxYzi Scale = 1:82.8 2-5 5-8 13-15 1-15 9-11 9-12 7-123-14 4-6 5-16 8-10 11-13 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 6x16 8x8 6x16 8x16 8x16 6x16 8x16 6x16 6x16 6x16 4x6 4x6 1.5x4 4-2-8 4-2-8 11-6-0 7-3-8 18-9-8 7-3-8 23-0-0 4-2-8 4-2-8 4-2-8 11-6-0 7-3-8 18-9-8 7-3-8 23-0-0 4-2-8 24-2-8 1-2-8 2- 3 - 1 3 13 - 9 - 1 3 2- 3 - 1 3 12.00 12 Plate Offsets (X,Y)-- [3:0-8-0,0-1-12], [4:0-1-0,0-0-0], [5:0-4-0,0-2-12], [6:0-1-0,0-0-0], [7:0-8-0,0-1-12], [11:1-0-0,0-4-0], [12:0-8-12,0-3-0], [14:0-8-12,0-3-0], [15:1-0-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 35.0 0.0 35.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 1.00 0.70 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.42 -1.03 0.01 0.06 (loc) 12-14 12-14 11 12-14 l/defl >644 >262 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 1090 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x10 SP 2400F 2.0E *Except* 1-2,8-10: 2x10 SP No.1 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF No.2 *Except* 1-15,9-11: 2x6 SPF No.2, 7-12,3-14: 2x4 SP No.1 5-16: 2x4 SPF-S Stud OTHERS 2x10 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 16 REACTIONS.(lb/size)15=15336/0-5-8 (min. 0-3-14), 11=16331/0-5-8 (min. 0-4-2) Max Horz 15=-167(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-15284/0, 2-3=-15152/0, 3-4=-6052/0, 4-5=0/3693, 5-6=0/3767, 6-7=-5978/0, 7-8=-15396/0, 8-9=-15528/0, 1-15=-16140/0, 9-11=-16376/0 BOT CHORD 14-15=0/1608, 13-14=0/8052, 13-17=0/8052, 12-17=0/8052, 11-12=0/2081 WEBS 1-14=0/6546, 9-12=0/6029, 7-12=0/13712, 3-14=0/13253, 4-16=-13958/0, 6-16=-13958/0, 5-16=0/1322 NOTES- 1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 1.47x11.875 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 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; 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 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-16, 6-16; Wall dead load (5.0psf) on member(s).7-12, 3-14 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-14 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) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Continued on page 2 WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss TG02A Truss Type ROOF TRUSS Qty 1 Ply 4 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154285 7.610 s Jan 29 2015 MiTek Industries, Inc. Thu Jul 16 07:41:53 2015 Page 2 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-mZLUn4baSxJPtpwuxywMoVqJ9Em_oXfIx0J2JSyxYzi LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-55, 3-4=-60, 4-5=-55, 5-6=-55, 6-7=-60, 7-9=-55, 9-10=-55, 14-15=-1236(B=-1201), 14-17=-1286(B=-1201), 12-17=-1451(B=-1366), 11-12=-1401(B=-1366), 4-6=-5 Drag: 7-12=-5, 3-14=-5 WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. Job B15501098B Truss TG03 Truss Type ROOF TRUSS Qty 1 Ply 3 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154286 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:26 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-7doFL75P6NhOb0S_qdenSKqDe1pPjnX3AWKdq2yxqhZ Scale = 1:83.8 2-5 5-8 13-15 1-15 9-11 9-12 7-123-14 4-6 5-16 8-10 11-13 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 6x10 8x8 6x10 8x16 8x16 12x12 8x16 12x12 3x12 3x12 3x6 3x6 1.5x4 14-7-0 9- 1 - 1 4 4-2-8 4-2-8 11-6-0 7-3-8 18-9-8 7-3-8 23-0-0 4-2-8 4-2-8 4-2-8 11-6-0 7-3-8 18-9-8 7-3-8 23-0-0 4-2-8 24-2-8 1-2-8 2- 3 - 1 3 13 - 9 - 1 3 2- 3 - 1 3 12.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-2-12], [11:1-0-0,0-4-0], [12:0-3-8,0-6-0], [14:0-3-8,0-6-0], [15:1-0-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.66 0.46 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.55 0.01 0.05 (loc) 12-14 12-14 11 12-14 l/defl >919 >489 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 805 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x10 SP 2400F 2.0E *Except* 1-2,8-10: 2x10 SP No.1 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 1-15,9-11: 2x6 SPF No.2, 7-12,3-14,4-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 16 REACTIONS.(lb/size)15=7481/0-5-8 (min. 0-2-8), 11=6937/0-5-8 (min. 0-2-5) Max Horz 15=-334(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7265/0, 2-3=-7098/0, 3-4=-3035/0, 4-5=0/1661, 5-6=0/1536, 6-7=-3158/0, 7-8=-6889/0, 8-9=-7056/0, 1-15=-7615/0, 9-11=-7422/0 BOT CHORD 14-15=-179/969, 13-14=0/3774, 12-13=0/3774, 11-12=0/939 WEBS 1-14=0/2847, 9-12=0/2892, 7-12=0/5534, 3-14=0/6020, 4-16=-6260/0, 6-16=-6260/0, 5-16=0/620 NOTES- 1) 3-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x10 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected with 16d (0.131"x 3.5") nails as follows: 1.47x11.875 - 5 rows staggered at 0-4-0 oc. Web connected with 10d (0.131"x3") nails 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; 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-16, 6-16; Wall dead load (5.0psf) on member(s).7-12, 3-14 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-14 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) Load case(s) 1, 9, 10, 11 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3199 lb down and 542 lb up at 4-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Continued on page 2 WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss TG03 Truss Type ROOF TRUSS Qty 1 Ply 3 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154286 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:26 2015 Page 2 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-7doFL75P6NhOb0S_qdenSKqDe1pPjnX3AWKdq2yxqhZ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-80, 4-5=-70, 5-6=-70, 6-7=-80, 7-9=-70, 9-10=-70, 14-15=-30, 12-14=-490(F=-360), 11-12=-490(F=-460), 4-6=-10 Drag: 7-12=-10, 3-14=-10 Concentrated Loads (lb) Vert: 14=-3199(B) 9) Dead + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-30, 3-4=-40, 4-5=-30, 5-6=-30, 6-7=-40, 7-9=-30, 9-10=-30, 14-15=-30, 12-14=-490(F=-360), 11-12=-490(F=-460), 4-6=-10 Drag: 7-12=-10, 3-14=-10 Concentrated Loads (lb) Vert: 14=-1890(B) 10) 1st Dead + Roof Live (unbalanced) + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-80, 4-5=-70, 5-6=-30, 6-7=-40, 7-9=-30, 9-10=-30, 14-15=-30, 12-14=-490(F=-360), 11-12=-490(F=-460), 4-6=-10 Drag: 7-12=-10, 3-14=-10 Concentrated Loads (lb) Vert: 14=-3199(B) 11) 2nd Dead + Roof Live (unbalanced) + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-30, 3-4=-40, 4-5=-30, 5-6=-70, 6-7=-80, 7-9=-70, 9-10=-70, 14-15=-30, 12-14=-490(F=-360), 11-12=-490(F=-460), 4-6=-10 Drag: 7-12=-10, 3-14=-10 Concentrated Loads (lb) Vert: 14=-3199(B) WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. Job B15501098B Truss TG04 Truss Type GABLE Qty 1 Ply 2 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154287 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:27 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-bpMdYT61thpFCA1ANL90?YMOURB8S9iDPA3BNUyxqhY Scale = 1:31.6 1-8 1-4 4-5 5-8 1-7 2-7 3-7 3-6 4-6 9-10 9-11 12-13 12-14 15-17 16-17 1 2 3 4 8 7 6 5 18 19 20 21 22 23 24 25 26 27 28 29 2x4 5x6 3x4 6x10 3x6 4x6 5x6 5x6 1.5x4 1.5x4 3x6 2x4 1.5x4 1.5x4 3x6 2x4 3x6 2x4 1.5x4 1.5x4 3-10-4 3-10-4 7-6-12 3-8-8 11-5-0 3-10-4 3-10-4 3-10-4 7-6-12 3-8-8 11-5-0 3-10-4 5- 5 - 4 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 40.0 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.59 0.30 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 0.00 0.02 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=3475/Mechanical, 5=3945/Mechanical Max Uplift 8=-530(LC 3), 5=-624(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-3178/425, 1-18=-1828/287, 18-19=-1828/287, 2-19=-1828/287, 2-20=-1828/287, 20-21=-1828/287, 3-21=-1828/287, 3-22=-1901/291, 22-23=-1901/291, 4-23=-1901/291, 4-5=-3616/433 BOT CHORD 7-26=-291/1901, 26-27=-291/1901, 6-27=-291/1901 WEBS 1-7=-469/2994, 2-7=-1718/76, 3-6=-1852/76, 4-6=-476/3116 NOTES- 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, 2x8 - 2 rows staggered 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) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever 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) Provide adequate drainage to prevent water ponding. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=530, 5=624. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 801 lb down and 26 lb up at 1-3-0, 801 lb down and 26 lb up at 3-3-0, 801 lb down and 26 lb up at 5-3-0, 801 lb down and 26 lb up at 7-3-0, and 801 lb down and 26 lb up at 9-3-0, and 801 lb down and 26 lb up at 10-10-12 on top chord, and 102 lb down and 171 lb up at 1-3-0, 102 lb down and 171 lb up at 3-3-0, 102 lb down and 171 lb up at 5-3-0, 102 lb down and 171 lb up at 7-3-0, and 102 lb down and 171 lb up at 9-3-0, and 102 lb down and 171 lb up at 10-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss TG04 Truss Type GABLE Qty 1 Ply 2 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154287 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:27 2015 Page 2 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-bpMdYT61thpFCA1ANL90?YMOURB8S9iDPA3BNUyxqhY LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-110 Concentrated Loads (lb) Vert: 18=-801 19=-801 20=-801 21=-801 22=-801 23=-801 24=-102(B) 25=-102(B) 26=-102(B) 27=-102(B) 28=-102(B) 29=-102(B) WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. Job B15501098B Truss TG05 Truss Type ROOF TRUSS Qty 1 Ply 3 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154288 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:29 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-XCTNz87HPI4zSTAZVlCU4zSgsFl1w10VtUYHRNyxqhW Scale = 1:85.3 3-6 6-9 9-11 20-22 13-15 4-20 8-18 2-21 2-20 12-16 13-16 9-18 9-17 1-3 11-14 16-1919-20 5-236-24 7-25 6-25 8-25 1-22 1-21 10-17 12-17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 232425 6x8 8x10 8x8 4x6 12x12 10x16 3x8 8x8 3x12 6x6 4x6 8x8 4x6 10x16 4x6 8x10 3x8 2x4 2x4 6x16 2x4 2x4 8x16 17-5-0 9- 1 - 1 4 4-6-11 4-6-11 11-8-8 7-1-13 29-1-8 17-5-0 32-6-12 3-5-4 38-6-6 5-11-10 46-1-0 7-6-11 4-6-11 4-6-11 11-8-8 7-1-13 15-2-4 3-5-12 22-3-10 7-1-6 23-0-8 0-8-14 29-1-8 6-1-0 30-10-12 1-9-4 32-6-12 1-8-0 38-6-6 5-11-10 46-1-0 7-6-11 47-3-8 1-2-8 1- 1 0 - 8 12 - 0 - 0 1- 1 0 - 8 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-4], [6:0-7-0,0-3-8], [9:0-4-0,0-2-13], [13:0-3-8,0-4-0], [16:0-7-0,0-2-8], [17:0-9-0,0-2-8], [20:0-8-0,0-2-8], [21:0-3-8,0-4-0], [22:Edge,0-10-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 20.0 0.0 20.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.86 0.79 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.38 -0.65 0.05 0.09 (loc) 18-20 18-20 15 18 l/defl >999 >851 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 1373 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-6: 2x10 SP 2400F 2.0E, 1-3: 2x8 SP 2400F 2.0E BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" *Except* 20-22: 2x10 SP 2400F 2.0E, 15-16: 2x10 SP No.1 WEBS 2x4 SPF No.2 *Except* 2-21,12-16,6-24,7-25,1-22,1-21,12-17: 2x4 SPF-S Stud 5-23: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 23, 25 REACTIONS.(lb/size)22=6399/0-3-8 (min. 0-1-12), 15=8210/0-3-8 (min. 0-3-4) Max Horz 22=-292(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7022/0, 2-3=-10462/0, 3-4=-10311/0, 4-5=-8476/0, 5-6=-841/194, 6-7=-5248/224, 7-8=-5248/224, 8-9=-8813/0, 9-10=-11027/0, 10-11=-11221/0, 11-12=-11394/0, 12-13=-11223/0, 13-15=-7905/0, 1-22=-5512/0 BOT CHORD 21-22=-227/464, 20-21=0/5708, 19-20=0/8750, 18-19=0/8746, 17-18=0/8718, 16-17=0/9161, 15-16=-5/774 WEBS 4-20=0/3214, 18-23=-1/1606, 8-23=0/1653, 2-21=-3880/8, 2-20=-264/3751, 12-16=-850/3, 13-16=0/8513, 9-18=0/874, 9-17=-713/4430, 5-24=-10450/0, 24-25=-10243/0, 6-24=0/1367, 7-25=-668/197, 6-25=-218/6953, 8-25=-3759/0, 1-21=0/5441, 10-17=-74/321, 12-17=-143/467 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc, 1.47x11.875 - 3 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 17-9 2x4 - 1 row at 0-6-0 oc, member 17-10 2x4 - 1 row at 0-6-0 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; 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-24, 24-25, 23-25; Wall dead load (5.0psf) on member(s).4-20, 18-23 8) Bottom chord live load (80.0 psf) and additional bottom chord dead load (20.0 psf) applied only to room. 18-20 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. Continued on page 2 WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss TG05 Truss Type ROOF TRUSS Qty 1 Ply 3 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154288 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:29 2015 Page 2 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-XCTNz87HPI4zSTAZVlCU4zSgsFl1w10VtUYHRNyxqhW NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5100 lb down and 224 lb up at 34-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-80, 4-5=-90, 5-6=-80, 6-9=-80, 9-13=-80, 13-14=-80, 20-22=-40, 18-20=-240, 15-18=-40, 5-23=-10 Drag: 4-20=-10, 18-23=-10 Concentrated Loads (lb) Vert: 17=-5100(F) WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. Job B15501098B Truss TG06 Truss Type GABLE Qty 1 Ply 2 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154289 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:30 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-?O1mBU8v9cCq3dll3TjjdA_sAeDPfX6f58IrzpyxqhV Scale = 1:72.7 1-2 2-5 5-8 2-7 3-7 3-6 1-8 1-7 4-5 9-10 10-11 11-12 13-14 13-15 16-17 1 2 3 4 5 8 7 618192021 22 23 4x6 6x8 3x4 3x4 3x6 8x8 4x8 3x8 5x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 2x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 2-9-4 2-9-4 8-4-0 5-6-12 12-10-0 4-6-0 2-9-4 2-9-4 6-5-0 3-7-12 8-4-0 1-11-0 12-10-0 4-6-0 8- 3 - 4 11 - 0 - 8 0- 1 1 - 1 2 12.00 12 Plate Offsets (X,Y)-- [5:0-3-4,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 0.0 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.82 0.27 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.01 0.03 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 241 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-7: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 3-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-8 REACTIONS.(lb/size)5=3990/0-3-8 (min. 0-1-10), 8=4649/0-3-8 (min. 0-1-15) Max Horz 8=-341(LC 3) Max Uplift 5=-164(LC 5), 8=-214(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1397/180, 2-3=-1546/155, 3-4=-3578/186, 4-5=-3736/157, 1-8=-3846/230 BOT CHORD 8-18=-155/282, 7-18=-155/282, 7-19=-95/2428, 19-20=-95/2428, 20-21=-95/2428, 6-21=-95/2428, 6-22=-95/2428, 22-23=-95/2428, 5-23=-95/2428 WEBS 2-7=-198/1450, 3-7=-1994/272, 3-6=-111/2498, 1-7=-214/2963 NOTES- 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: 2x8 - 2 rows staggered at 0-6-0 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; 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) 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. 6) Gable studs spaced at 2-0-0 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) except (jt=lb) 5=164, 8=214. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1574 lb down and 32 lb up at 1-3-0, 1574 lb down and 32 lb up at 3-3-0, 755 lb down and 57 lb up at 5-3-0, 755 lb down and 57 lb up at 7-3-0, and 755 lb down and 57 lb up at 9-3-0, and 1468 lb down and 75 lb up at 11-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss TG06 Truss Type GABLE Qty 1 Ply 2 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154289 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:30 2015 Page 2 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-?O1mBU8v9cCq3dll3TjjdA_sAeDPfX6f58IrzpyxqhV LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-110, 2-5=-110, 5-8=-30 Concentrated Loads (lb) Vert: 18=-1574(B) 19=-1574(B) 20=-755(B) 21=-755(B) 22=-755(B) 23=-1468(B) WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. Job B15501098B Truss V01 Truss Type Valley Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154290 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:30 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-?O1mBU8v9cCq3dll3TjjdA_tfeGCfeZf58IrzpyxqhV Scale = 1:62.2 2-8 1-3 3-5 4-6 6-8 3-7 2-7 4-7 1 2 3 4 5 8 7 6 1.5x4 3x6 4x6 3x6 1.5x4 3x8 5-0-0 5-0-0 -0-10-0 0-10-0 2-6-0 2-6-0 5-0-0 2-6-0 5-10-8 0-10-8 7- 1 - 1 3 9- 7 - 1 3 7- 1 - 1 3 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.73 0.09 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.01 (loc) 4-5 4-5 6 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.(lb/size)8=96/5-0-0 (min. 0-1-8), 6=99/5-0-0 (min. 0-1-8), 7=302/5-0-0 (min. 0-1-8) Max Horz 8=-295(LC 4) Max Uplift 8=-248(LC 4), 6=-247(LC 5), 7=-11(LC 7) Max Grav 8=267(LC 5), 6=268(LC 4), 7=302(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-256/259, 4-6=-258/257 WEBS 3-7=-267/0, 2-7=-250/299, 4-7=-248/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) 7 except (jt=lb) 8=248 , 6=247. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V02 Truss Type Valley Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154291 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:31 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-Tab8Oq9YwwKhhnKxcAEy9OX6P2cZO68oKo1OWGyxqhU Scale = 1:45.5 2-8 1-3 3-5 4-6 6-8 3-7 2-7 4-7 1 2 3 4 5 8 7 6 1.5x4 3x6 4x6 3x6 1.5x4 3x8 5-0-0 5-0-0 -0-10-0 0-10-0 2-6-0 2-6-0 5-0-0 2-6-0 5-10-8 0-10-8 5- 9 - 1 3 8- 3 - 1 3 5- 9 - 1 3 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.47 0.08 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.01 (loc) 4-5 4-5 6 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=110/5-0-0 (min. 0-1-8), 6=114/5-0-0 (min. 0-1-8), 7=272/5-0-0 (min. 0-1-8) Max Horz 8=-250(LC 4) Max Uplift 8=-165(LC 4), 6=-164(LC 5), 7=-41(LC 7) Max Grav 8=196(LC 5), 6=197(LC 4), 7=272(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) 7 except (jt=lb) 8=165 , 6=164. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V03 Truss Type Valley Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154292 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:31 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-Tab8Oq9YwwKhhnKxcAEy9OX4g2YsO62oKo1OWGyxqhU Scale = 1:38.7 2-8 1-3 3-5 4-6 6-8 3-7 1 2 3 4 5 8 7 6 3x6 3x6 4x6 3x6 3x6 1.5x4 5-0-0 5-0-0 -0-10-0 0-10-0 2-6-0 2-6-0 5-0-0 2-6-0 5-10-8 0-10-8 4- 5 - 1 3 6- 1 1 - 1 3 4- 5 - 1 3 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.58 0.38 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 4 4-5 6 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=156/5-0-0 (min. 0-1-8), 6=160/5-0-0 (min. 0-1-8), 7=181/5-0-0 (min. 0-1-8) Max Horz 8=-204(LC 4) Max Uplift 8=-144(LC 7), 6=-142(LC 6) Max Grav 8=158(LC 10), 6=161(LC 11), 7=189(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-297/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) except (jt=lb) 8=144, 6=142. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V04 Truss Type Valley Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154293 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:32 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-xm9WcA9AhDSYJxv8AulBib4JNSwa7bkyZSny2iyxqhT Scale: 3/8"=1' 2-8 1-3 3-5 4-6 6-8 3-71 2 3 4 5 8 7 6 3x4 3x6 4x6 3x6 3x4 1.5x4 5-0-0 5-0-0 -0-10-0 0-10-0 2-6-0 2-6-0 5-0-0 2-6-0 5-10-8 0-10-8 3- 1 - 1 3 5- 7 - 1 3 3- 1 - 1 3 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.22 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 4 4-5 6 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=158/5-0-0 (min. 0-1-8), 6=161/5-0-0 (min. 0-1-8), 7=178/5-0-0 (min. 0-1-8) Max Horz 8=-159(LC 4) Max Uplift 8=-119(LC 7), 6=-117(LC 6) Max Grav 8=159(LC 10), 6=162(LC 11), 7=178(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) except (jt=lb) 8=119, 6=117. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V05 Truss Type Valley Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154294 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:32 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-xm9WcA9AhDSYJxv8AulBib4NhSyM7cByZSny2iyxqhT Scale = 1:24.9 2-8 1-3 3-5 4-6 6-8 3-7 1 2 3 4 5 8 7 6 2x4 3x4 4x6 3x4 2x4 1.5x4 5-0-0 5-0-0 -0-10-0 0-10-0 2-6-0 2-6-0 5-0-0 2-6-0 5-10-8 0-10-8 1- 9 - 1 3 4- 3 - 1 3 1- 9 - 1 3 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.11 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 5 5 6 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=161/5-0-0 (min. 0-1-8), 6=165/5-0-0 (min. 0-1-8), 7=170/5-0-0 (min. 0-1-8) Max Horz 8=-114(LC 4) Max Uplift 8=-93(LC 6), 6=-95(LC 7) Max Grav 8=162(LC 10), 6=165(LC 11), 7=170(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V06 Truss Type Valley Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154295 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:33 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-QzjupWAoSXaPw5UKkbGQEpcXxsHps425n6WVa8yxqhS Scale = 1:18.0 1-2 2-3 1-3 2-4 1 2 3 4 2x4 4x6 2x4 1.5x4 5-0-0 5-0-0 2-6-0 2-6-0 5-0-0 2-6-0 0- 5 - 1 3 2- 1 1 - 1 3 0- 5 - 1 3 12.00 12 Plate Offsets (X,Y)-- [1:0-2-11,0-1-0], [3:0-2-11,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.09 0.03 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: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=121/5-0-0 (min. 0-1-8), 3=121/5-0-0 (min. 0-1-8), 4=158/5-0-0 (min. 0-1-8) Max Horz 1=61(LC 5) Max Uplift 1=-21(LC 7), 3=-20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V07 Truss Type Valley Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154296 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:33 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-QzjupWAoSXaPw5UKkbGQEpcZdsHgs4U5n6WVa8yxqhS Scale = 1:11.2 1-2 2-3 1-3 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 3-3-10 3-3-6 1-7-13 1-7-13 3-3-10 1-7-13 0- 0 - 4 1- 7 - 1 3 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- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.04 0.10 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=104/3-3-2 (min. 0-1-8), 3=104/3-3-2 (min. 0-1-8) Max Horz 1=-30(LC 4) Max Uplift 1=-3(LC 7), 3=-3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V08 Truss Type Valley Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154297 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:34 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-u9HG0sBQDriGYE3WHJnfn09kNGdubXkE0mG26ayxqhR Scale = 1:11.3 1-2 2-3 1-3 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 3-3-15 3-3-11 1-7-15 1-7-15 3-3-15 1-7-15 0- 0 - 4 1- 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- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.04 0.10 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=105/3-3-7 (min. 0-1-8), 3=105/3-3-7 (min. 0-1-8) Max Horz 1=-30(LC 4) Max Uplift 1=-3(LC 6), 3=-3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V09 Truss Type GABLE Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154298 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:34 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-u9HG0sBQDriGYE3WHJnfn09d5GdgbS9E0mG26ayxqhR Scale = 1:59.2 1-4 4-5 5-6 1-6 3-7 2-8 1 2 3 4 5 8 7 63x4 3x6 1.5x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 11-11-6 11-11-6 9-6-6 9-6-6 11-11-6 2-5-0 0- 0 - 4 9- 6 - 6 7- 1 - 6 12.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.12 0.36 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: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-11-6. (lb) - Max Horz 1=298(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 7=-110(LC 5), 8=-194(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=332(LC 1), 8=341(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-307/184 WEBS 3-7=-251/181, 2-8=-251/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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, 6 except (jt=lb) 7=110, 8=194. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V10 Truss Type GABLE Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154299 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:34 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-u9HG0sBQDriGYE3WHJnfn09fKGd4bUtE0mG26ayxqhR Scale = 1:51.1 1-4 4-5 5-6 1-6 3-7 2-8 1 2 3 4 5 8 7 63x4 3x6 2x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 10-7-6 10-7-6 8-2-6 8-2-6 10-7-6 2-5-0 0- 0 - 4 8- 2 - 6 5- 9 - 6 12.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.09 0.25 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: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-7-6. (lb) - Max Horz 1=250(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7 except 8=-168(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=339(LC 1), 8=284(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-271/155 WEBS 3-7=-255/163 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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, 6, 7 except (jt=lb) 8=168. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V11 Truss Type GABLE Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154300 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:35 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-MLrfECC2_8q7AOejr0IuJEisyfzeKycOFQ?cf1yxqhQ Scale = 1:44.8 1-4 4-5 5-6 1-6 3-7 2-8 1 2 3 4 5 8 7 62x4 3x4 2x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 9-3-6 9-3-6 6-10-6 6-10-6 9-3-6 2-5-0 0- 0 - 4 6- 1 0 - 6 4- 5 - 6 12.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.07 0.15 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: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-3-6. (lb) - Max Horz 1=203(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7 except 8=-181(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=330(LC 1), 8=289(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-227/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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, 6, 7 except (jt=lb) 8=181. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V12 Truss Type GABLE Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154301 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:35 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-MLrfECC2_8q7AOejr0IuJEirkfybKzbOFQ?cf1yxqhQ Scale = 1:35.6 1-3 3-4 4-5 1-5 2-6 1 2 3 4 6 53x4 3x4 3x4 2x4 1.5x4 1.5x4 7-11-6 7-11-6 5-6-6 5-6-6 7-11-6 2-5-0 0- 0 - 4 5- 6 - 6 3- 1 - 6 12.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.14 0.09 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: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=130/7-11-6 (min. 0-1-8), 5=141/7-11-6 (min. 0-1-8), 6=326/7-11-6 (min. 0-1-8) Max Horz 1=156(LC 5) Max Uplift 1=-34(LC 4), 6=-85(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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, 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V13 Truss Type GABLE Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154302 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:36 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-qYP1RXDglSy_oYDvPkq7sRE3c3Ib3RZXU4l9BTyxqhP Scale = 1:27.5 1-3 3-4 4-5 1-5 2-6 1 2 3 4 6 52x4 3x4 2x4 1.5x4 1.5x4 1.5x4 6-7-6 6-7-6 4-2-6 4-2-6 6-7-6 2-5-0 0- 0 - 4 4- 2 - 6 1- 9 - 6 12.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.15 0.04 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: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=101/6-7-6 (min. 0-1-8), 5=160/6-7-6 (min. 0-1-8), 6=228/6-7-6 (min. 0-1-8) Max Horz 1=109(LC 5) Max Uplift 1=-26(LC 4), 5=-1(LC 7), 6=-56(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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, 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V14 Truss Type Valley Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154303 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:36 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-qYP1RXDglSy_oYDvPkq7sRE293FH3REXU4l9BTyxqhP Scale = 1:19.6 1-2 2-3 1-3 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 5-3-6 5-3-2 2-10-6 2-10-6 5-3-6 2-5-0 0- 0 - 4 2- 1 0 - 6 0- 0 - 4 12.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [3:0-2-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.37 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 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=198/5-3-5 (min. 0-1-8), 3=198/5-3-5 (min. 0-1-8) Max Horz 1=58(LC 5) Max Uplift 1=-5(LC 7), 3=-6(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V15 Truss Type Valley Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154304 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:37 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-IkyPftDIWm4rPin5zRLMPfnFkTfuotUhikUjjvyxqhO Scale = 1:10.6 1-2 2-3 1-3 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 3-0-12 3-0-8 1-6-6 1-6-6 3-0-12 1-6-6 0- 0 - 4 1- 6 - 6 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- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.03 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=94/3-0-4 (min. 0-1-8), 3=94/3-0-4 (min. 0-1-8) Max Horz 1=-27(LC 4) Max Uplift 1=-3(LC 7), 3=-3(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V16 Truss Type GABLE Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154305 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:37 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-IkyPftDIWm4rPin5zRLMPfnCPTeqosKhikUjjvyxqhO Scale = 1:39.1 1-3 3-4 1-4 2-5 1 2 3 5 42x4 3x4 2x4 1.5x4 1.5x4 6-6-12 6-6-12 0- 0 - 4 6- 6 - 1 2 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.15 0.07 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: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=46/6-6-12 (min. 0-1-8), 4=130/6-6-12 (min. 0-1-8), 5=309/6-6-12 (min. 0-1-8) Max Horz 1=183(LC 5) Max Uplift 1=-57(LC 4), 4=-56(LC 5), 5=-145(LC 6) Max Grav 1=138(LC 5), 4=130(LC 1), 5=309(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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 except (jt=lb) 5=145. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V17 Truss Type GABLE Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154306 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:37 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-IkyPftDIWm4rPin5zRLMPfnA4TeRosyhikUjjvyxqhO Scale = 1:32.4 1-3 3-4 1-4 2-51 2 3 5 42x4 1.5x4 1.5x4 1.5x4 1.5x4 5-2-12 5-2-12 0- 0 - 4 5- 2 - 1 2 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.18 0.10 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: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=-103/5-2-12 (min. 0-1-8), 4=123/5-2-12 (min. 0-1-8), 5=359/5-2-12 (min. 0-1-8) Max Horz 1=142(LC 5) Max Uplift 1=-103(LC 1), 4=-47(LC 5), 5=-168(LC 6) Max Grav 1=157(LC 6), 4=123(LC 1), 5=359(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-269/250 NOTES- 1) Wind: ASCE 7-05; 90mph; 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) 4 except (jt=lb) 1=103 , 5=168. 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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V18 Truss Type Valley Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154307 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:38 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-mwWnsDExH3Ch1sMIW8sbxsKMkt_qXKjqxOEGFMyxqhN Scale = 1:22.9 1-2 2-3 1-3 1 2 32x4 1.5x4 1.5x4 3-10-12 3-10-12 0- 0 - 4 3- 1 0 - 1 2 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=136/3-10-8 (min. 0-1-8), 3=136/3-10-8 (min. 0-1-8) Max Horz 1=102(LC 5) Max Uplift 3=-40(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V19 Truss Type Valley Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154308 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:38 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-mwWnsDExH3Ch1sMIW8sbxsKPQt0VXKjqxOEGFMyxqhN Scale: 3/4"=1' 1-2 2-3 1-3 1 2 3 2x4 1.5x4 1.5x4 2-6-12 2-6-12 0- 0 - 4 2- 6 - 1 2 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=82/2-6-8 (min. 0-1-8), 3=82/2-6-8 (min. 0-1-8) Max Horz 1=62(LC 5) Max Uplift 3=-24(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 Job B15501098B Truss V20 Truss Type Valley Qty 1 Ply 1 BECLEY BLDG. GROUP - McDOUGAL RES. Job Reference (optional) I10154309 7.600 s Oct 3 2014 MiTek Industries, Inc. Wed Jul 15 11:32:38 2015 Page 1 ProBuild, Mooresville, IN, 46158 ID:3IepaArhJZ3jyqZVWELczayxtPP-mwWnsDExH3Ch1sMIW8sbxsKQpt0LXKjqxOEGFMyxqhN Scale = 1:9.1 1-2 2-3 1-3 1 2 3 2x4 1.5x4 1.5x4 1-2-12 1-2-12 0- 0 - 4 1- 2 - 1 2 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.01 0.01 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: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=29/1-2-8 (min. 0-1-8), 3=29/1-2-8 (min. 0-1-8) Max Horz 1=22(LC 5) Max Uplift 3=-9(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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. LOAD CASE(S) Standard WARNING - Please thoroughly review the "Customer's Acknowledgement of ProBuild Standard Terms for Manufactured Products" form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the DrJ Reference Sheet (rev. 11-14) before use.Unless otherwise stated on the TDD, only MiTek connector plates shall be used for this TDD to be valid. As a Truss Design Engineer (i.e., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI 1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI 1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI 1 defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any building. All capitalized terms are as defined in TPI 1. Copyright © 2014 ProBuild-DrJ Engineering, LLC, (DrJ). Reproduction of this document, in any form, is prohibited without written permission from ProBuild-DrJ. July 16,2015 1 . P l e a s e t h o r o u g h l y r e v i e w t h e " C u s t o m e r ' s A c k n o w l e d g e m e n t o f P r o B u i l d S t a n d a r d T e r m s f o r M a n u f a c t u r e d P r o d u c t s " f o r m . 2 . P l e a s e t h o r o u g h l y r e v i e w a l l T r u s s D e s i g n D r a w i n g ( T D D ) c o v e r s h e e t n o t e s a n d T D D n o t e s , v e r i f y d e s i g n p a r a m e t e r s a n d r e v i e w a l l c o n n e c t i o n d e t a i l n o t e s . I m p o r t a n t w o r k s c o p e a n d r e s p o n s i b i l i t i e s a r e d e f i n e d t h e r e i n . 3 . A l l c a p i t a l i z e d t e r m s a r e a s d e f i n e d i n A N S I / T P I 1 , t h e N a t i o n a l D e s i g n S t a n d a r d 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 ( T P I 1 ) . 4 . T P I 1 d e f i n e s t h e r e s p o n s i b i l i t i e s a n d d u t i e s o f t h e T r u s s D e s i g n e r ( T D ) , T r u s s D e s i g n E n g i n e e r ( T D E ) a n d T r u s s M a n u f a c t u r e r ( T M ) , u n l e s s o t h e r w i s e d e f i n e d b y a C o n t r a c t a g r e e d u p o n i n w r i t i n g b y t h e p a r t i e s i n v o l v e d . 5 . A s a T D E ( i . e . , S p e c i a l i t y E n g i n e e r ) , t h e s e a l o n a n y T D D r e p r e s e n t s a n a c c e p t a n c e o f p r o f e s s i o n a l e n g i n e e r i n g r e s p o n s i b i l i t y f o r t h e d e s i g n o f t h e s i n g l e T r u s s d e p i c t e d o n t h e T D D o n l y , u n d e r T P I 1 . A T D D i s a l s o a " S t r u c t u r a l D e l e g a t e d E n g i n e e r i n g D o c u m e n t " . 6 . P r o B u i l d a n d D r J E n g i n e e r i n g ( D r J ) a r e N O T t h e B u i l d i n g D e s i g n e r o r T r u s s S y s t e m E n g i n e e r f o r a n y b u i l d i n g . 7 . T h e d e s i g n a s s u m p t i o n s , l o a d i n g c o n d i t i o n s , l o a d p a t h s , s u i t a b i l i t y a n d u s e o f T r u s s e s f o r a n y B u i l d i n g i s t h e r e s p o n s i b i l i t y o f t h e O w n e r , t h e O w n e r ' s a u t h o r i z e d a g e n t o r t h e B u i l d i n g D e s i g n e r ( B D ) , i n t h e c o n t e x t o f t h e I R C , t h e I B C , t h e l o c a l b u i l d i n g c o d e a n d T P I 1 . 8 . T h e a p p r o v a l o f t h e T D D a n d a n y f i e l d u s e o f t h e T r u s s , i n c l u d i n g h a n d l i n g , s t o r a g e , i n s t a l l a t i o n a n d b r a c i n g , s h a l l b e t h e r e s p o n s i b i l i t y o f t h e B D a n d C o n t r a c t o r ( G C ) . 9 . A l l n o t e s s e t f o r t h i n t h e T D D a n d t h e p r a c t i c e s a n d g u i d e l i n e s o f 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 ( B C S I ) p u b l i s h e d b y t h e T r u s s P l a t e I n s t i t u t e a n d t h e S t r u c t u r a l B u i l d i n g C o m p o n e n t A s s o c i a t i o n ( S B C A ) a r e r e f e r e n c e d f o r g e n e r a l g u i d a n c e . 1 0 . S t r u c t u r a l s u b m i t t a l s ( i . e . , s h o p d r a w i n g s ) s h a l l b e r e v i e w e d b y t h e B D f o r c o m p a t i b i l i t y w i t h t h e d e s i g n o f t h e b u i l d i n g o r s t r u c t u r e , i n c l u d i n g s u b m i t t a l d o c u m e n t s p r e p a r e d b y o t h e r s , d e f e r r e d s u b m i t t a l d o c u m e n t s a n d p h a s e d s u b m i t t a l d o c u m e n t s . T h i s r e v i e w s h a l l i n c l u d e a n o t a t i o n i n d i c a t i n g t h a t t h e r e v i e w e d d o c u m e n t s h a v e b e e n f o u n d t o b e i n g e n e r a l c o n f o r m a n c e w i t h t h e d e s i g n o f t h e b u i l d i n g ( o r t o m a k e s p e c i f i c c o r r e c t i o n s n o t e d a n d t o r e t u r n f o r r e v i e w ) . I n t h e a b s e n c e o f t h i s n o t a t i o n , P r o B u i l d w i l l p r o v i d e i t s C u s t o m e r w i t h t h e d e s i g n a s s u m p t i o n s u s e d p e r t h e c o n s t r u c t i o n d o c u m e n t s ( a l s o r e f e r r e d t o a t t i m e s a s " S t r u c t u r a l E n g i n e e r i n g D o c u m e n t s " ) , t o d e s i g n t h e i n d i v i d u a l s t r u c t u r a l b u i l d i n g c o m p o n e n t s ( i . e . , T r u s s e s ) p e r T P I 1 . 1 1 . P r o B u i l d a n d D r J s h a l l b e p e r m i t t e d t o r e l y o n t h e a c c u r a c y a n d c o m p l e t e n e s s o f p r o j e c t c o n t r a c t a n d c o n s t r u c t i o n d o c u m e n t s i n c l u d i n g a n y s p e c i f i c a t i o n s t h a t h a v e b e e n f u r n i s h e d t o P r o B u i l d i n w r i t i n g b y t h e B D f o r t h e b u i l d i n g . 1 2 . T h e B D s h a l l p r o v i d e i n f o r m a t i o n t h a t i s s u f f i c i e n t l y a c c u r a t e a n d r e l i a b l e t o b e a b l e t o d e s i g n t h e t r u s s e s i n t h e c o n t e x t o f t h e f o l l o w i n g s e r v i c e a b i l i t y i s s u e s i n c l u d i n g , b u t n o t l i m i t e d t o : ( a ) A l l o w a b l e v e r t i c a l , h o r i z o n t a l o r o t h e r r e q u i r e d d e f l e c t i o n c r i t e r i a ; ( b ) A n y d e a d l o a d , l i v e l o a d a n d i n - s e r v i c e c r e e p d e f l e c t i o n c r i t e r i a f o r f l o o r s o r f l a t r o o f s s u b j e c t t o p o n d i n g l o a d s ; ( c ) A n y f l o o r o r r o o f c a m b e r r e q u i r e m e n t s ; ( d ) A n y d i f f e r e n t i a l d e f l e c t i o n c r i t e r i a f r o m t r u s s - t o - t r u s s o r t r u s s - t o - a d j a c e n t s t r u c t u r a l m e m b e r ; ( e ) A n y d e f l e c t i o n a n d v i b r a t i o n c r i t e r i a f o r f l o o r t r u s s e s i n c l u d i n g a n y s t r o n g b a c k b r i d g i n g r e q u i r e m e n t s , a n d a n y d e a d l o a d , l i v e l o a d , a n d i n - s e r v i c e c r e e p d e f l e c t i o n c r i t e r i a f o r f l o o r t r u s s e s s u p p o r t i n g s t o n e o r c e r a m i c t i l e f i n i s h e s ; ( f ) M o i s t u r e , t e m p e r a t u r e , c o r r o s i v e c h e m i c a l s a n d g a s e s e x p e c t e d t o r e s u l t i n a w o o d m o i s t u r e c o n t e n t e x c e e d i n g 1 9 p e r c e n t , s u s t a i n e d t e m p e r a t u r e s e x c e e d i n g 1 5 0 d e g r e e s F , a n d / o r c o r r o s i o n p o t e n t i a l f r o m w o o d p r e s e r v a t i v e s o r o t h e r s o u r c e s t h a t m a y b e d e t r i m e n t a l t o T r u s s e s . 1 3 . 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 s - t y p e T r u s s e s , i f s c i s s o r s - 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 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 s - 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 e f f e c t s o n t h e d e s i g n o f t h e b e a r i n g a n d t h e a s s o c i a t e d w a l l o r b e a m / h e a d e r a s s e m b l y i s n o t a p a r t o f t h i s s e t o f T D D s 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 P r o B u i l d o r D r J . A d v i c e f r o m t h e B D o r a n y R D P 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 i f t h e y a r e n o t p r o v i d e d i n t h e c o n s t r u c t i o n d o c u m e n t s . 1 4 . U n l e s s s p e c i f i c a l l y n o t e d i n w r i t i n g o t h e r w i s e , n e i t h e r P r o B u i l d n o r D r J h a v e p e r f o r m e d a n y o f t h e f o l l o w i n g e n g i n e e r i n g s e r v i c e s a s i t r e l a t e s t o t h e b u i l d i n g t h a t i s g o i n g t o b e b u i l t : ( a ) T h e t r u s s e s a n d a n y r e l a t e d s t r u c t u r a l e l e m e n t s a r e n o t d e s i g n e d t o s u p p o r t a n y m a s o n r y l o a d i n g c o n d i t i o n s , w h i c h r e q u i r e s p e c i a l e n g i n e e r i n g ; ( b ) A r e a s o f t h e c o n s t r u c t i o n d o c u m e n t s t h a t d o n o t u s e t r u s s f r a m i n g n e e d t o b e d e s i g n e d b y o t h e r s ; ( c ) A l l b e a m , h e a d e r a n d r e l a t e d s t r u c t u r a l e l e m e n t d e s i g n s a r e t o b e p e r f o r m e d b y o t h e r s . I f a n y o f t h e p r e v i o u s l y l i s t e d s e r v i c e s a r e r e q u i r e d b y t h e O w n e r , t h e O w n e r ' s a u t h o r i z e d a g e n t o r t h e B D , p l e a s e c a l l 6 0 8 - 6 2 8 - 1 4 5 3 f o r a s s i s t a n c e . 1 5 . T h e s t r u c t u r a l b u i l d i n g c o m p o n e n t ( S B C ) s u b m i t t a l i n c l u d i n g t h e T D D s s e a l e d b y a T D E w h e r e r e q u i r e d b y t h e l e g a l r e q u i r e m e n t s o r t h e l o c a l j u r i s d i c t i o n , a T r u s s P l a c e m e n t D i a g r a m ( T P D ) i f r e q u i r e d b y t h e c o n s t r u c t i o n d o c u m e n t s , a n d t h e r e q u i r e d p e r m a n e n t i n d i v i d u a l t r u s s m e m b e r r e s t r a i n t p e r t h e T D D s , t h e a p p r o p r i a t e B C S I B - s e r i e s s u m m a r y s h e e t s t o f a c i l i t a t e p r o p e r t r u s s a n d s t r u c t u r a l c o m p o n e n t l a t e r a l r e s t r a i n t ( L R ) a n d d i a g o n a l b r a c i n g ( D B ) , a n y S B C i n s t a l l a t i o n i n f o r m a t i o n a n d a n y r e l a t e d t r u s s a n d S B C d e t a i l s s h a l l b e s u p p l i e d t o t h e G C / T r u s s I n s t a l l e r . 1 6 . T h e G C , a f t e r r e v i e w i n g a n d / o r a p p r o v i n g t h e S B C s u b m i t t a l p a c k a g e , s h a l l f o r w a r d i t t o t h e B D f o r r e v i e w . 1 7 . W h e r e r e q u i r e d b y t h e p r o j e c t c o n t r a c t o r c o n s t r u c t i o n d o c u m e n t s , i n c l u d i n g a n y s p e c i f i c a t i o n s , a T P D i d e n t i f y i n g t h e l o c a t i o n o f e a c h t r u s s , a s a s s u m e d b y P r o B u i l d b a s e d o n i t s r e v i e w o f t h e p r o j e c t c o n t r a c t d o c u m e n t s , w i l l b e p r o v i d e d . W h e n t h e T P D ( i . e . , s t r u c t u r a l s u b m i t t a l s o r s h o p d r a w i n g s ) s e r v e s o n l y a s a g u i d e f o r t r u s s i n s t a l l a t i o n , i t d o e s n o t r e q u i r e t h e s e a l o f a n y R D P . F a 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 d a m a g e o r p e r s o n a l i n j u r y . G e n e r a l S a f e t y N o t e s E a c h T r u s s D e s i g n D r a w i n g ( T D D ) u s e s M e t a l C o n n e c t o r P l a t e ( M C P ) d e s i g n v a l u e s p u b l i s h e d b y M C P m a n u f a c t u r e r s . A n y r e f e r e n c e d c o n n e c t o r s u s e d e s i g n v a l u e s p u b l i s h e d b y t h e c o n n e c t o r m a n u f a c t u r e r o r t h e A m e r i c a n W o o d C o u n c i l p e r t h e 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 ( N D S ) f o r W o o d C o n s t r u c t i o n . T h e T D D f u r t h e r u s e s l u m b e r d e s i g n v a l u e s p u b l i s h e d b y t h e a p p l i c a b l e l u m b e r r u l e s - w r i t i n g a g e n c y a s a p p r o v e d b y 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 . T h e s e a r e i n c o r p o r a t e d i n t o l u m b e r d e s i g n p r o v i s i o n s a n d e q u a t i o n s c r e a t e d b y t h e A m e r i c a n W o o d C o u n c i l a n d i n p u t i n t o m o d e l i n g a n d a n a l y s i s T D D s o f t w a r e c r e a t e d a n d o w n e d b y t h e M C P m a n u f a c t u r e r s . T h e l u m b e r d e s i g n v a l u e s c o r r e s p o n d w i t h t h e g r a d e s t a m p i d e n t i f i e d b y t h e T M o n t h e l u m b e r p r i o r t o c r o s s c u t t i n g . T h e l u m b e r g r a d i n g r u l e s p u b l i s h e d b y t h e r u l e s - w r i t i n g a g e n c y s h a l l a p p l y t o t h e O w n e r , B D a n d G C . J O 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 A R 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 T H E L E F T . C H 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 N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S N u m b e r i n g S y s t e m 6 - 4 - 8 d i 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 4 P r o B u i l d - D r J E n g i n e e r i n g , L L C A l l R i g h t s R e s e r v e d R e p r o d u c t i o n o f t h i s d o c u m e n t , i n a n y f o r m , i s p r o h i b i t e d w i t h o u t w r i t t e n p e r m i s s i o n f r o m P r o B u i l d - D r J . W E B S W 4 - 6 W3-6 W 3 - 7 W2-7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 8 6 4 3 2 1 W E B S T h e " W A R N I N G " n o t e f o u n d o n t h e b o t t o m o f e a c h T D D r e f e r e n c e s t h i s d o c u m e n t b y c a l l i n g i t t h e " D r J R e f e r e n c e S h e e t ( r e v . 1 1 - 1 4 ) " 1 8 . R e v i e w t h e c o m p l e t e c o n t e n t s o f t h e S B C s u b m i t t a l p a c k a g e , t h e T D D s i n c l u d e d ( i . e . , f r o n t , b a c k , t e x t a n d g r a p h i c s ) , a n y T P D s a n d a n y r e l a t e d S B C i n f o r m a t i o n b e f o r e a t t e m p t i n g t o i n s t a l l t h e t r u s s e s . R e v i e w i n g g r a p h i c s a l o n e i s n o t s u f f i c i e n t . 1 9 . T r u s s m a n u f a c t u r i n g q u a l i t y c o n t r o l s h a l l b e p e r f o r m e d p e r T P I 1 , C h a p t e r 3 , a n d m o n i t o r e d b y a t h i r d p a r t y i n s p e c t i o n a g e n c y . 2 0 . U n l e s s s p e c i f i e d b y t h e B D i n w r i t i n g a n d n o t e d o n t h e T D D , t h e s e T D D s a r e 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 . 2 1 . 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 . 2 2 . 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 , s i z e a n d g r a d 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 . 2 3 . T e m p o r a r y L R a n d D B i s r e q u i r e d t o b e i n s t a l l e d d u r i n g c o n s t r u c t i o n f o r t h e p u r p o s e s o f h o l d i n g t r u s s e s i n t h e i r p r o p e r l o c a t i o n , p l u m b a n d i n p l a n e , u n t i l p e r m a n e n t i n d i v i d u a l t r u s s m e m b e r L R , D B a n d p e r m a n e n t b u i l d i n g s t a b i l i t y b r a c i n g a r e c o m p l e t e l y i n s t a l l e d ( s e e B C S I - B 1 , B C S I - B 2 , B C S I - B 3 , B C S I - B 7 , a n d B C S I - B 1 0 a s a p p l i c a b l e ) . 2 4 . 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 R s ( i . e . , p u r l i n s ) p r o v i d e d a t t h e s p a c i n g i n d i c a t e d o n T D D ( e . g . , 2 4 i n . o . c . m a x i m u m ) . 2 5 . I f n o c e i l i n g i s i n s t a l l e d o r b o t t o m c h o r d L R i s s p e c i f i e d i n w r i t i n g b y t h e B D , 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 R a t 1 0 f t . o . c . s p a c i n g , o r l e s s , a l o n g w i t h D B a s s p e c i f i e d i n B C S I - B 1 , B C S I - B 3 , B C S I - B 7 o r B C S I - B 1 0 a s a p p l i c a b l e . 2 6 . 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 R m e m b e r s ( i . e . , p u r l i n s ) , i f s h o w n o n t h e T D D , d o 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 a n d / o r w e b m e m b e r s . 2 7 . T h e s i z e , c o n n e c t i o n s a n d a n c h o r a g e o f t h e p e r m a n e n t c o n t i n u o u s t r u s s c h o r d a n d w e b m e m b e r L R a n d D B m u s t b e d e s i g n e d b y o t h e r s 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 L R a n d D B , o r a s s p e c i f i e d i n B C S I - B 1 , B C S I - B 3 , B C S I - B 7 o r B C S I - B 1 0 a s a p p l i c a b l e . 2 8 . A d d i t i o n a l p e r m a n e n t b u i l d i n g s t a b i l i t y b r a c i n g f o r t h e t r u s s s y s t e m ( e . g . , d i a g o n a l , X - b r a c i n g , e t c . ) m a y b e r e q u i r e d a n d i s t o b e s p e c i f i e d b y t h e B D . D B i n a c c o r d a n c e w i t h B C S I - B 3 m a y b e s u f f i c i e n t . 2 9 . T h e S B C s s h a l l b e e x a m i n e d u p o n d e l i v e r y t o t h e j o b s i t e a n d a l s o a f t e r t h e y a r e e r e c t e d a n d i n s t a l l e d f o r : ( a ) d i s l o d g e d o r m i s s i n g c o n n e c t o r s ; ( b ) c r a c k e d , d i s l o d g e d o r b r o k e n m e m b e r s ; o r ( c ) a n y o t h e r d a m a g e t h a t m a y i m p a i r t h e s t r u c t u r a l i n t e g r i t y o f t h e S B C . A n y u n r e p o r t e d d a m a g e t o a n y S B C d u r i n g a n y p a r t o f t h e h a n d l i n g a n d i n s t a l l a t i o n p r o c e s s s h a l l v o i d t h e P r o B u i l d p r o d u c t w a r r a n t y . 3 0 . D u r i n g t r u s s i n s t a l l a t i o n , 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 o n t h e T D D a n d n e v e r s t a c k m a t e r i a l s o n t r u s s e s w i t h i n a d e q u a t e L R a n d D B ( s e e B C S I - B 4 ) . N e v e r o v e r l o a d a n y s t r u c t u r a l e l e m e n t s w i t h s t a c k s o f b u i l d i n g m a t e r i a l s t o a l e v e l g r e a t e r t h a n d e f i n e d i n B C S I - B 4 . 3 1 . C o n n e c t i o n s n o t s h o w n o n t h e T D D s 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 . 3 2 . D o n o t c u t o r a l t e r a t r u s s m e m b e r , a t r u s s p l a t e o r a n y r e l a t e d s t r u c t u r a l e l e m e n t m e m b e r w i t h o u t p r i o r a p p r o v a l o f a n R D P o r T D E . 3 3 . I n s t a l l a n d l o a d t r u s s e s v e r t i c a l l y u n l e s s o t h e r w i s e i n d i c a t e d i n w r i t i n g b y t h e B D o r a s s p e c i f i c a l l y d e f i n e d o n t h e T D D o r T P D . 3 4 . 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 ( e . g . , a g a b l e - e n d t r u s s h a s n o c o m p o s i t e s t i f f n e s s a n a l y s i s p e r f o r m e d ) u n l e s s s p e c i f i c a l l y n o t e d . 3 5 . 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 ( i . e . , h i p f r a m e s o r l a y - i n g a b l e s ) 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 L R a n d D B r e q u i r e m e n t s f o r t h e t o p c h o r d o f t h e h i p t r u s s e s . R e f e r t o t h e T D D f o r t h e i n d i v i d u a l t r u s s e s b r a c e d i n t h i s m a n n e r . 3 6 . 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 t a n d a r d e n g i n e e r i n g a n a l y s i s m e t h o d s a n d a s s o c i a t e d s o f t w a r e i n a c c o r d a n c e w i t h 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 . D r J E n g i n e e r i n g , L L C 6 3 0 0 E n t e r p r i s e L a n e M a d i s o n , W I 5 3 7 1 9 w w w . d r j e n g i n e e r i n g . o r g - 0 B E A R I N G L A T E R A L R E S T R A I N T L O C A T I O N I n 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 r e 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 n u m b e r w h e r e b e a r i n g s o c c u r . I n 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 b y 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 o u t p u t . U s e T - , L - , o r I - R e i n f o r c e m e n t o r 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 ) i f i n d i c a t e d . N O T E - L A T E R A L R E S T R A I N T S M U S T B E B R A C E D . R E F E R T O B C S I O R A S S P E C I F I E D B Y T H E B U I L D I N G D E S I G N E R T h 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 w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h 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 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 / 1 6 " f r o m o u t s i d e e d g e o f t r u s s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i 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 . A p 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 a n d f u l l y e m b e d t e e t h . 1 " 4 / 3 P L 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 S y m b o l s * P l 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 s o f t w a r e o r u p o n r e q u e s t . - 0 4 x 4 " 1 6 / 1 1 " 4 / 3