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24C-198 15102964BF-Ghazey_Bates-rk-011016-2nd Floor Truss Submittal rev 1-11-16OVERHANG INFO HEEL HEIGHT GABLE STUDS 00-04-03 24 IN. OC END CUT RETURN PLUMB NO REQ. ENGINEERING JOBSITE REQ. LAYOUTS JOBSITE 1 1 QUOTE LAYOUT CUTTING BRT BRT DATEBY SHIP TO 24 West St Hatfield, MA 01038 R.K. Miles-HatfieldSOLD TO (413) 247-8300 SALES REP ORDER DATE REQ. QUOTE DATE DELIVERY DATE / / / / / /ORDER # QUOTE # TERMS SALES AREA CUSTOMER PO # CUSTOMER ACCT # INVOICE # LMCWRKMI ORDERED BY SUPERINTENDENT JOBSITE PHONE # DATE OF INVOICE 15102964BF Brian Tetreault Massachusetts / / / Andy Clogston ( ) - PAGE 1 SPECIAL INSTRUCTIONS: *12" depth and 24" o.c. spacing per request. *Review bearing walls and plumbing hits. DELIVERY INSTRUCTIONS: JOB NAME: MODEL: TAG: Ghazey-Bates / 2nd Flr. Trusse BUILDING DEPARTMENT Floor Trusses JOB CATEGORY: Residential LOT # SUBDIV: DATE01/10/16 Northampton, MA Ghazey-Bates /Rosemund Andy Clogston 01/10/16 01/10/16 / / 155 Bay Road, PO Box 945, Belchertown, MA. 01007 Phone: 413-323-7247 Fax: 413-323-5257 UFP Belchertown, LLC QTY DEPTH O/A LEFT RIGHT CANTILEVER LEFT RIGHTID TOTALPRICEPRICEUNITEND TYPE INT BEARING SIZE LOCATIONPROFILE FLOOR FLOOR TRUSS SPACING:24.0 IN. O.C. (TYP.) 1.00 PLY SPAN SPAN BASE LEFT RIGHT STUB F01 01-00-00 22-08-00 3 22-08-00 F01A 01-00-00 22-08-00 1 22-08-00 F01L 01-00-00 22-08-00 1 22-08-00 F02 01-00-00 30-03-02 2 30-03-02 F03 01-00-00 25-03-02 3 25-03-02 F03A 01-00-00 25-03-02 1 25-03-02 F04 01-00-00 24-03-02 6 24-03-02 F04L 01-00-00 24-03-02 1 24-03-02 F05 01-00-00 31-10-08 5 31-10-08 F05A 01-00-00 31-08-10 3 31-08-10 F05L 01-00-00 31-10-08 1 31-10-08 F06 01-00-00 19-08-10 7 19-08-10 F06L 01-00-00 19-08-10 1 19-08-10 F08L 01-00-00 12-00-00 1 12-00-00 F09L 01-00-00 05-00-00 1 05-00-00 FLOOR SUB-TOTAL: OVERHANG INFO HEEL HEIGHT GABLE STUDS 00-04-03 24 IN. OC END CUT RETURN PLUMB NO REQ. ENGINEERING JOBSITE REQ. LAYOUTS JOBSITE 1 1 QUOTE LAYOUT CUTTING BRT BRT DATEBY SHIP TO 24 West St Hatfield, MA 01038 R.K. Miles-HatfieldSOLD TO (413) 247-8300 SALES REP ORDER DATE REQ. QUOTE DATE DELIVERY DATE / / / / / /ORDER # QUOTE # TERMS SALES AREA CUSTOMER PO # CUSTOMER ACCT # INVOICE # LMCWRKMI ORDERED BY SUPERINTENDENT JOBSITE PHONE # DATE OF INVOICE 15102964BF Brian Tetreault Massachusetts / / / Andy Clogston ( ) - PAGE 2 SPECIAL INSTRUCTIONS: *12" depth and 24" o.c. spacing per request. *Review bearing walls and plumbing hits. DELIVERY INSTRUCTIONS: JOB NAME: MODEL: TAG: Ghazey-Bates / 2nd Flr. Trusse BUILDING DEPARTMENT Floor Trusses JOB CATEGORY: Residential LOT # SUBDIV: DATE01/10/16 Northampton, MA Ghazey-Bates /Rosemund Andy Clogston 01/10/16 01/10/16 / / 155 Bay Road, PO Box 945, Belchertown, MA. 01007 Phone: 413-323-7247 Fax: 413-323-5257 UFP Belchertown, LLC ACCEPTED BY BUYER PURCHASER: BY: TITLE: ADDRESS: PHONE: DATE: ACCEPTED BY SELLER BY: TITLE: DATE OF ACCEPTANCE: SUB-TOTAL GRAND TOTAL Quote is based on current design values at the time of quote (lumber, EWP, hardware, etc). Should any of these values change prior to completion of this project, reserves the right to adjust the sell price accordingly. UFP Belchertown, LLC QUOTE POLICY: QUOTE VALID FOR 15 DAYS. AFTER 15 DAYS, UFP RESERVES THE RIGHT TO REVIEW / ADJUST ALL PRICING. Sealed individual truss drawings are included in the pricing. Sealed layouts, stamped bracing diagrams are NOT included BUT can be provided for an additional charge. Conventionally Framed Conventionally Framed Review all plumbing hits as shown (triangle notation) and field review at installation.BBO1BBO2 BBO3BBO4Flush BBO5Dropped BBO6 Dropped BBO7 F01LF08LF04LF09LF01AF02F02F03AF06LF05LF01(3) F05(5) F03(3)F04(6) F05A(3)F06(7)62' 0" 5' 0" 1' 0"44' 0" 12' 0" 62' 0" 12' 8" 7' 8" 9' 8" 30' 0" 15' 0"15' 0" 30' 0"22' 8"7' 5 1/2"31' 10 1/2"9' 2"20' 10" 2' 0"10' 10 3/4"14' 5 3/4"9' 11 1/4"5' 10 1/2" 2' 0" 3' 6"10 1/4"2' 0"1' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 10 1/4"1' 10 1/4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 0" 2' 0"1' 0" 1' 0" 2' 0"8 1/4"2"10' 6"1' 6"13' 6"1' 6"THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of wood trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. It is the responsiblility of the General Contractor/Superintendent to verify that the provided truss layout shall match the final intended construction plans, loading conditions, and use. If they do not, it is the responsiblility of the General Contractor/Superintendent to provide prints/plans containing the latest specifications and designs. Universal Forest Products will not be responsible for print/plan changes by others after final approval ofshop drawings, nor will they be responsible for errors or modifications made on-site during construction. DO NOT CUT, NOTCH, DRILL, OR OTHERWISE "REPAIR" MANUFACTURED TRUSSES IN ANY WAY WITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR "CHARGE BACKS"DONE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM UFP Ghazey-Bates/Rosemund Northampton, MA 1/10/16 2nd Flr. Trusses-For Approval 15102964BF F02 2x Ribbon Band Bottom Chord Bearing with 2x RibbonF01 2x6 (Min) Strongback Restrain @ Each End Secure with (3) 16d Nails @ Each Vertical Locate as Close to Bottom Chord as Possible Strongbacks Spaced at 10'-0" (Max) are Required to Maintain Certain Fire Assemblies Strongbacks are Recommended to Minimize Vibration Plated Floor-Truss Strongback Details (2) 16d Nails @ Top & Bottom of 2x4 Vertical Block Supporting Structure Interior BearingF03 Top Chord Bearing Supporting Structure F04 3½" max Shifting of Truss Because of Obstruction 24"oc 27½"oc max space 2x4 Floor truss can be shifted 3½" to avoid obstructions due to plumbing, electrical, HVAC, etc. It is recommended that a 2x4 is attached to the top chords of the increased spaced side of trusses to accommodate plywood decking engineering criteria.ONLY ONE PER OC SPACING 07 Job 15102964BF Truss F01 Truss Type Floor Qty 3 Ply 1 Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Sun Jan 10 10:59:56 2016 Page 1 Universal Forest Products ID:vGjXhUW4fgN_fZ6x_pHPXWzwoH5-Q5EZ9LeTmXiNy20czNHSPpbA6Hm0hxk9jKF?2Dzwo41 Scale = 1:37.5 B1 BL1 BL1 T1 W2 W2 W2 W2 W2 W2W2W3 B2 T212345678910 11 12 21 20 1918 17 16 15 14 13 22 23 3x6 FP3x6 3x6 FP3x6 3x4 3x4 3x6 3x8 3x6 3x4 3x6 3x6 3x6 3x8 13-6-0 13-6-0 14-3-0 0-9-0 15-0-0 0-9-0 22-8-0 7-8-0 2-6-0 0-1-8 1-6-0 2-2-0 0-1-8 0-1-8 1-0-01-0-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [19:0-1-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.00 1.00 YES IRC2009/TPI2007 CSI.TC BC WB (Matrix) 0.58 0.75 0.42 DEFL.Vert(LL) Vert(TL) Horz(TL) in-0.21 -0.35 0.04 (loc)14-16 14-16 13 l/defl>663 >400 n/a L/d480 240 n/a PLATESMT20 Weight: 84 lb FT = 0%F, 0%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19.REACTIONS.(lb/size)21=554/0-5-8 (req. -0-0-1), 18=1491/0-3-8 (req. -0-0-1), 13=632/0-3-8 (req. -0-0-1)Max Grav21=575(LC 2), 18=1491(LC 1), 13=660(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1707/0, 3-4=-1707/0, 4-5=0/743, 5-6=0/743, 6-7=0/743, 7-8=-1559/0, 8-9=-2252/0, 9-10=-2252/0, 10-11=-2252/0 BOT CHORD 20-21=0/1300, 19-20=0/1062, 18-19=-743/0, 17-18=0/1559, 16-17=0/1559, 15-16=0/1559,14-15=0/1559, 13-14=0/1544WEBS7-17=0/261, 8-16=-258/0, 6-18=-613/0, 2-21=-1363/0, 2-20=0/430, 4-20=0/751, 4-19=-1719/0, 5-19=0/366, 7-18=-2147/0, 11-13=-1620/0, 11-14=0/748, 10-14=-348/0, 8-14=0/926 NOTES- 1) Unbalanced floor live loads have been considered for this design.2) All plates are 1.5x3 MT20 unless otherwise indicated.3) WARNING: Required bearing size at joint(s) 21, 18, 13 greater than input bearing size. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.7) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job 15102964BF Truss F01A Truss Type Floor Qty 1 Ply 1 Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Sun Jan 10 10:59:43 2016 Page 1 Universal Forest Products ID:vGjXhUW4fgN_fZ6x_pHPXWzwoH5-IbxfQuUJqY3Dv2X6i9YPO3Z?j1QI84wEkpbp5Tzwo4E Scale = 1:37.5 B1 BL1 BL1 T1 W2 W2 W2 W2 W2 W3 W2W2W4 B2 T21234567891011 12 13 23 22 2120 19 18 17 16 15 14 24 25 3x6 FP3x6 3x6 FP3x4 3x4 3x4 3x6 3x6 3x8 3x6 3x4 3x6 3x6 3x6 4x8 4x6 16-6-12 16-6-12 22-8-0 6-1-4 2-6-0 0-1-8 1-6-0 1-3-12 0-7-4 0-1-8 0-1-8 1-0-01-0-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [21:0-1-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.00 1.00 YES IRC2009/TPI2007 CSI.TC BC WB (Matrix) 0.43 0.34 0.33 DEFL.Vert(LL) Vert(TL) Horz(TL) in-0.08 -0.19 0.02 (loc)21-22 22-23 20 l/defl>999 >678 n/a L/d480 240 n/a PLATESMT20 Weight: 86 lb FT = 0%F, 0%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 22-23,21-22.REACTIONS.All bearings 0-3-8 except (jt=length) 16=-0-0-1 (input: 0-3-8), 20=-0-0-1 (input: 0-3-8), 14=-0-0-1 (input: 0-3-8), 23=-0-0-1 (input: 0-5-8).(lb) - Max Grav All reactions 250 lb or less at joint(s) except 23=568(LC 4), 16=732(LC 9), 20=1145(LC 2), 14=310(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1670/0, 3-4=-1670/0, 4-5=0/782, 5-6=0/782, 6-7=0/782, 7-8=-209/474, 8-9=0/626,9-10=0/626BOT CHORD 22-23=0/1281, 21-22=0/1008, 20-21=-782/0, 19-20=-474/209, 18-19=-474/209, 17-18=-474/209, 16-17=-474/209, 15-16=-626/0, 14-15=-13/508 WEBS 6-20=-631/0, 10-16=-591/0, 2-23=-1343/0, 2-22=0/411, 4-22=0/767, 4-21=-1686/0, 5-21=0/329, 7-20=-684/0, 8-16=-474/0, 12-14=-528/16, 12-15=-558/0, 10-15=0/670 NOTES-1) Unbalanced floor live loads have been considered for this design.2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) WARNING: Required bearing size at joint(s) 23, 16, 20, 14 greater than input bearing size. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job 15102964BF Truss F01L Truss Type Floor Supported Gable Qty 1 Ply 1 Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Sun Jan 10 11:21:42 2016 Page 1 Universal Forest Products ID:vGjXhUW4fgN_fZ6x_pHPXWzwoH5-BM8IFvRgCoE3elscTfijLDhVykh2hhKO2Wc5tWzwnld Scale = 1:37.7 B1 BL1 BL1 T1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 B2 T212345678910111213141516 17 18 19 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 39 40 3x4 3x6 FP 3x4 3x6 FP 22-8-0 22-8-0 0-1-8 0-1-8 1-0-01-0-0LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 10.0 SPACING-Plate Grip DOLLumber DOL Rep Stress Incr Code 2-0-01.001.00 YES IRC2009/TPI2007 CSI.TCBC WB (Matrix) 0.040.01 0.02 DEFL.Vert(LL)Vert(TL) Horz(TL) inn/an/a 0.00 (loc)- - 20 l/defln/an/a n/a L/d999999 n/a PLATESMT20 Weight: 68 lb FT = 0%F, 0%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E(flat)BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-8-0.(lb) - Max Grav All reactions 250 lb or less at joint(s) 38, 20, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 26, 25, 24, 23, 22, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard Job 15102964BF Truss F02 Truss Type Floor Qty 2 Ply 1 Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Sun Jan 10 11:00:33 2016 Page 1 Universal Forest Products ID:vGjXhUW4fgN_fZ6x_pHPXWzwoH5-rDzZw_4g3vM7ujLjefR8PcdWqBU5sd2bEbiSrazwo3S Scale = 1:51.0 B1BL1 W1T1 W3 W4 B2 T212345678910111213 14 15 16 27 26 25 24 23 22 21 20 19 18 17 28 3x6 FP 1.5x3 1.5x3 3x4 3x6 FP 1.5x3 3x4 1.5x3 3x4 3x4 3x4 3x8 1.5x3 3x4 1.5x3 3x8 1.5x3 4x12 1.5x3 4x10 3x8 16-6-12 16-6-12 30-3-2 13-8-6 2-6-0 0-1-8 1-6-0 1-3-12 0-6-14 0-1-8 1-0-01-0-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [25:0-1-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.00 1.00 YES IRC2009/TPI2007 CSI.TC BC WB (Matrix) 0.51 0.40 0.60 DEFL.Vert(LL) Vert(TL) Horz(TL) in-0.12 -0.26 0.03 (loc)18-19 17-18 17 l/defl>999 >630 n/a L/d480 240 n/a PLATESMT20 Weight: 113 lb FT = 0%F, 0%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-3-8 except (jt=length) 24=-0-0-1 (input: 0-3-8), 17=-0-0-1 (input: 0-3-8), 20=-0-0-1 (input: 0-3-8), 27=-0-0-1 (input: 0-5-8).(lb) - Max Grav All reactions 250 lb or less at joint(s) except 27=540(LC 2), 24=1130(LC 2), 17=723(LC 3), 20=1303(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1504/0, 3-4=-1504/0, 4-5=0/1249, 5-6=0/1249, 6-7=0/1249, 7-8=0/1318, 8-9=0/1701, 9-10=0/1701, 10-11=0/1700, 11-12=-1313/0, 12-13=-1313/0, 13-14=-2541/0,14-15=-2541/0 BOT CHORD 26-27=0/1196, 25-26=-319/761, 24-25=-1249/0, 23-24=-1318/0, 22-23=-1318/0, 21-22=-1318/0, 20-21=-1318/0, 19-20=-935/0, 18-19=0/2308, 17-18=0/1720 WEBS 6-24=-665/0, 2-27=-1253/0, 2-26=-5/326, 4-26=0/891, 4-25=-1803/0, 5-25=0/344, 7-24=-551/319, 8-20=-771/0, 15-17=-1813/0, 15-18=0/867, 13-18=0/305, 13-19=-1110/0,12-19=-252/0, 11-19=0/2140, 11-20=-1224/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x6 MT20 unless otherwise indicated. 3) WARNING: Required bearing size at joint(s) 27, 24, 17, 20 greater than input bearing size.4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job 15102964BF Truss F03 Truss Type Floor Qty 3 Ply 1 Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Sun Jan 10 11:04:17 2016 Page 1 Universal Forest Products ID:vGjXhUW4fgN_fZ6x_pHPXWzwoH5-HJVEwaoBJkaLm9TnlhSfUrvlQUr_Ly4ZlRzIhbzwo?y Scale = 1:41.8 B1BL1 W1 T1 W3 W4 B2 T21234567891011 12 13 22 21 20 19 18 17 16 15 14 23 3x6 FP3x6 3x6 3x6 FP3x6 4x4 4x8 3x4 3x6 3x8 3x6 3x8 3x6 4x12 4x10 8-4-88-4-8 8-6-00-1-8 9-3-0 0-9-0 10-0-00-9-0 11-5-41-5-4 11-6-12 0-1-811-8-4 0-1-8 25-3-213-6-14 2-6-0 2-0-0 1-3-12 0-8-6 0-1-8 1-0-01-0-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.00 1.00 YES IRC2009/TPI2007 CSI.TC BC WB (Matrix) 0.76 0.75 0.57 DEFL.Vert(LL) Vert(TL) Horz(TL) in-0.25 -0.43 0.04 (loc)20-21 20-21 14 l/defl>546 >321 n/a L/d480 240 n/a PLATESMT20 Weight: 103 lb FT = 0%F, 0%E GRIP197/144 LUMBER-TOP CHORD 2x4 DF 2850F 2.3E(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) WEBS 2x4 SPF No.2(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)22=609/0-5-8 (min. 0-1-8), 14=761/0-1-10 (min. 0-1-8), 18=1633/0-2-12 (min. 0-1-8)Max Grav22=672(LC 2), 14=765(LC 4), 18=1633(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2356/0, 3-4=-2356/0, 4-5=-1486/352, 5-6=0/1216, 6-7=0/1219, 7-8=-1836/0, 8-9=-1836/0, 9-10=-1836/0, 10-11=-2771/0, 11-12=-2771/0 BOT CHORD 21-22=0/1579, 20-21=-352/1486, 19-20=-352/1486, 18-19=-352/1486, 17-18=-322/156, 16-17=-322/156, 15-16=0/2687, 14-15=0/1809WEBS4-20=-295/0, 5-19=0/459, 6-18=0/360, 2-22=-1657/0, 2-21=0/821, 3-21=-385/0, 4-21=0/1217, 5-18=-2150/0, 12-14=-1911/0, 12-15=0/1017, 10-16=-967/0, 7-16=0/2009, 7-18=-1358/0 NOTES- 1) Unbalanced floor live loads have been considered for this design.2) All plates are 1.5x3 MT20 unless otherwise indicated.3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14, 18. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.7) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job 15102964BF Truss F03A Truss Type Floor Qty 1 Ply 1 Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Sun Jan 10 11:05:44 2016 Page 1 Universal Forest Products ID:vGjXhUW4fgN_fZ6x_pHPXWzwoH5-E2G7BKrlpSY_iWdVMTW3WB0hRZaDDHKNlTYPF2zwo_b Scale = 1:42.5 B1BL1 W1 T1 W3 W4 B2 T212345678910 11 12 20 19 18 17 16 15 14 13 21 3x6 FP 1.5x3 3x6 1.5x3 3x4 3x6 FP 1.5x3 3x4 3x8 1.5x3 3x4 3x8 3x8 1.5x3 4x10 3x6 3x6 3x8 1.5x3 3x8 4x10 15-4-0 15-4-0 25-3-2 9-11-2 2-6-0 2-0-0 2-7-0 1-11-2 0-1-8 1-0-01-0-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [17:0-1-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.00 1.00 YES IRC2009/TPI2007 CSI.TC BC WB (Matrix) 0.51 0.63 0.59 DEFL.Vert(LL) Vert(TL) Horz(TL) in-0.27 -0.44 0.03 (loc)18-19 18-19 13 l/defl>675 >410 n/a L/d480 240 n/a PLATESMT20 Weight: 103 lb FT = 0%F, 0%E GRIP197/144 LUMBER-TOP CHORD 2x4 DF 2850F 2.3E(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) WEBS 2x4 SPF No.2(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)20=798/0-5-8 (req. -0-0-1), 13=425/0-3-8 (req. -0-0-1), 15=1772/0-3-8 (req. -0-0-1)Max Grav20=818(LC 2), 13=501(LC 3), 15=1772(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3189/0, 3-4=-3189/0, 4-5=-2902/0, 5-6=-2902/0, 6-7=0/1724, 7-8=0/1716, 8-9=0/1716, 9-10=-1225/175, 10-11=-1225/175 BOT CHORD 19-20=0/2012, 18-19=0/2902, 17-18=0/2902, 16-17=-100/1015, 15-16=-100/1015, 14-15=-842/357, 13-14=-3/1053WEBS5-17=-437/0, 7-15=-282/0, 2-20=-2112/0, 2-19=0/1244, 3-19=-356/0, 4-19=-94/580, 6-15=-2595/0, 6-17=0/2075, 11-13=-1110/3, 10-14=-253/0, 9-14=0/1176, 9-15=-1504/0 NOTES- 1) Unbalanced floor live loads have been considered for this design.2) WARNING: Required bearing size at joint(s) 20, 13, 15 greater than input bearing size.3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.6) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job 15102964BF Truss F04 Truss Type Floor Qty 6 Ply 1 Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Sun Jan 10 11:07:52 2016 Page 1 Universal Forest Products ID:vGjXhUW4fgN_fZ6x_pHPXWzwoH5-Ug_W25O2gngq3BP5rLp4iBJZt9FbDB5DBOYAldzwnyb Scale = 1:41.2 B1 BL1 W1 T1 W3 W4 W5 B2 T212345678910 11 12 20 19 18 17 16 15 14 13 21 3x6 FP 1.5x3 3x6 1.5x3 3x4 1.5x3 3x6 FP 1.5x3 3x4 3x8 1.5x3 3x4 3x6 3x8 1.5x3 4x10 3x6 3x8 1.5x3 3x8 4x10 7-6-07-6-0 8-3-00-9-0 9-0-00-9-0 9-1-8 0-1-8 14-4-05-2-8 14-5-80-1-8 24-3-29-9-10 2-6-0 2-0-0 1-6-0 2-7-0 2-0-10 0-1-8 1-0-01-0-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [17:0-1-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.00 1.00 YES IRC2009/TPI2007 CSI.TC BC WB (Matrix) 0.46 0.67 0.52 DEFL.Vert(LL) Vert(TL) Horz(TL) in-0.21 -0.33 0.03 (loc)18-19 18-19 16 l/defl>827 >511 n/a L/d480 240 n/a PLATESMT20 Weight: 89 lb FT = 0%F, 0%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)20=720/0-5-8 (min. 0-1-8), 13=413/0-1-10 (min. 0-1-8), 16=1749/0-3-8 (min. 0-1-8)Max Grav20=743(LC 2), 13=496(LC 3), 16=1749(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2720/0, 3-4=-2720/0, 4-5=-2398/0, 5-6=-2398/0, 6-7=0/1896, 7-8=0/1890, 8-9=0/1890, 9-10=-1208/225, 10-11=-1208/225 BOT CHORD 19-20=0/1795, 18-19=0/2398, 17-18=0/2398, 16-17=-223/755, 15-16=-908/349, 14-15=-908/349, 13-14=-29/1026WEBS5-17=-377/0, 7-16=-274/0, 2-20=-1884/0, 2-19=0/978, 3-19=-318/0, 4-19=-20/626, 6-16=-2469/0, 6-17=0/1829, 11-13=-1084/31, 10-14=-253/0, 9-14=0/1181, 9-16=-1618/0 NOTES- 1) Unbalanced floor live loads have been considered for this design.2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13.3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.6) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job 15102964BF Truss F04L Truss Type Floor Supported Gable Qty 1 Ply 1 Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Sun Jan 10 11:08:30 2016 Page 1 Universal Forest Products ID:vGjXhUW4fgN_fZ6x_pHPXWzwoH5-N_Ht15stjTSRd1JP4KV?FCu9jTNj6VEpwIlB5Qzwny? Scale = 1:40.5 B1 BL1 BL2 T1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 B2 T21234567891011121314151617 18 19 20 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 41 3x4 3x6 FP 3x4 3x4 3x6 FP 24-3-2 24-3-2 0-1-8 0-1-8 1-0-01-0-0LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 10.0 SPACING-Plate Grip DOLLumber DOL Rep Stress Incr Code 2-0-01.001.00 YES IRC2009/TPI2007 CSI.TCBC WB (Matrix) 0.050.01 0.02 DEFL.Vert(LL)Vert(TL) Horz(TL) inn/an/a 0.00 (loc)- - 21 l/defln/an/a n/a L/d999999 n/a PLATESMT20 Weight: 73 lb FT = 0%F, 0%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E(flat)BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-3-2.(lb) - Max Grav All reactions 250 lb or less at joint(s) 40, 21, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 28, 27, 26, 25, 24, 23, 22 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard Job 15102964BF Truss F05 Truss Type Floor Qty 5 Ply 1 Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Sun Jan 10 11:09:50 2016 Page 1 Universal Forest Products ID:vGjXhUW4fgN_fZ6x_pHPXWzwoH5-1N77pSq3u2X5DKQnm7xlU3CgVjW_sXBaJl8Qunzwnwl Scale = 1:52.9 B1BL1 BL1 T1 W2 W2 W3 W2W4 W2W2W2W2W6B2 T2123456789101112 13 14 15 25 24 23 22 21 20 19 18 17 16 26 27 3x6 FP3x8 3x6 FP3x4 3x6 4x10 4x10 4x10 4x12 4x12 3x8 3x6 3x6 3x8 3x8 4x12 4x8 19-7-12 19-7-12 31-10-8 12-2-12 2-6-0 2-4-8 1-6-0 2-4-12 1-7-4 0-1-8 0-1-8 1-0-01-0-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [10:0-3-0,Edge], [19:0-3-0,Edge], [22:0-1-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.00 1.00 YES IRC2009/TPI2007 CSI.TC BC WB (Matrix) 0.69 0.68 0.59 DEFL.Vert(LL) Vert(TL) Horz(TL) in-0.37 -0.62 0.07 (loc)22-23 21-22 19 l/defl>620 >371 n/a L/d480 240 n/a PLATESMT20 Weight: 123 lb FT = 0%F, 0%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)25=942/0-3-8 (req. -0-0-1), 19=2437/0-5-8 (req. -0-0-1), 16=404/0-5-8 (req. -0-0-1)Max Uplift16=-40(LC 2)Max Grav25=970(LC 2), 19=2437(LC 1), 16=578(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4030/0, 3-4=-4030/0, 4-5=-4501/0, 5-6=-4501/0, 6-7=-1928/0, 7-8=-1896/0, 8-9=-1896/0, 9-10=0/4529, 10-11=0/2837, 11-12=0/2837, 12-13=-1721/763, 13-14=-1721/763BOT CHORD 24-25=0/2466, 23-24=0/4501, 22-23=0/4501, 21-22=0/3636, 20-21=-1221/0, 19-20=-1221/0, 18-19=-4242/0, 17-18=-1714/1081, 16-17=-298/1303 WEBS 10-19=-1190/0, 2-25=-2591/0, 2-24=0/1653, 3-24=-304/0, 4-24=-743/199, 9-19=-3519/0, 9-21=0/2819, 7-21=-263/0, 6-21=-1887/0, 6-22=0/1292, 14-16=-1365/316, 14-17=-492/442, 12-17=0/1207, 12-18=-2037/0, 10-18=0/2080 NOTES-1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) WARNING: Required bearing size at joint(s) 25, 19, 16 greater than input bearing size. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 16.5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job 15102964BF Truss F05A Truss Type Floor Qty 3 Ply 1 Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Sun Jan 10 11:10:17 2016 Page 1 Universal Forest Products ID:vGjXhUW4fgN_fZ6x_pHPXWzwoH5-kaFKUg9?XLxFyT?zrIw44mpGzckzhluZXSALLjzwnwK Scale = 1:52.9 B1 W1 BL1 T1 W2 W2 W3 W2W4 W2W2W2W2W6B2 T2123456789101112 13 14 15 25 24 23 22 21 20 19 18 17 16 26 3x6 FP 3x4 3x8 3x6 FP3x4 3x6 4x10 4x8 4x10 4x12 4x12 3x8 3x6 3x6 3x8 3x8 4x12 4x8 19-5-14 19-5-14 31-8-10 12-2-12 2-6-0 2-2-10 1-6-0 2-4-12 1-7-4 0-1-8 1-0-01-0-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [10:0-3-0,Edge], [19:0-3-0,Edge], [22:0-1-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.00 1.00 YES IRC2009/TPI2007 CSI.TC BC WB (Matrix) 0.74 0.70 0.59 DEFL.Vert(LL) Vert(TL) Horz(TL) in-0.40 -0.68 0.06 (loc)22-23 21-22 19 l/defl>571 >340 n/a L/d480 240 n/a PLATESMT20 Weight: 123 lb FT = 0%F, 0%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* T1: 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* B2: 2x4 SPF No.2(flat)WEBS 2x4 SPF No.2(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-0 oc bracing. REACTIONS.(lb/size)25=937/0-3-8 (req. -0-0-1), 19=2429/0-5-8 (req. -0-0-1), 16=404/0-5-8 (req. -0-0-1) Max Uplift16=-39(LC 2) Max Grav25=966(LC 2), 19=2429(LC 1), 16=577(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-3957/0, 3-4=-3957/0, 4-5=-4407/0, 5-6=-4407/0, 6-7=-1892/0, 7-8=-1860/0, 8-9=-1860/0, 9-10=0/4527, 10-11=0/2832, 11-12=0/2832, 12-13=-1722/760, 13-14=-1722/760 BOT CHORD 24-25=0/2441, 23-24=0/4407, 22-23=0/4407, 21-22=0/3579, 20-21=-1237/0, 19-20=-1237/0, 18-19=-4240/0, 17-18=-1706/1078, 16-17=-295/1301 WEBS 10-19=-1191/0, 2-25=-2573/0, 2-24=0/1602, 3-24=-286/0, 4-24=-718/204, 9-19=-3501/0,9-21=0/2794, 7-21=-258/0, 6-21=-1868/0, 6-22=0/1248, 14-16=-1363/313, 14-17=-491/445, 12-17=0/1207, 12-18=-2039/0, 10-18=0/2080 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated.3) WARNING: Required bearing size at joint(s) 25, 19, 16 greater than input bearing size.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 16.5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks tobe attached to walls at their outer ends or restrained by other means.8) CAUTION, Do not erect truss backwards.9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S)Standard Job 15102964BF Truss F05L Truss Type Floor Supported Gable Qty 1 Ply 1 Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Sun Jan 10 11:11:12 2016 Page 1 Universal Forest Products ID:vGjXhUW4fgN_fZ6x_pHPXWzwoH5-d9471UpVaEtS3wiXZMP_pMbrynff4mMfAV?mm1zwnvT Scale = 1:53.3 B1BL1 BL2T1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 T21234567891011121314151617181920 21 22 23 24 25 26 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 53 3x4 3x6 FP 3x4 3x4 3x6 FP 31-10-8 31-10-8 0-1-8 0-1-8 1-0-01-0-0LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 10.0 SPACING-Plate Grip DOLLumber DOL Rep Stress Incr Code 2-0-01.001.00 YES IRC2009/TPI2007 CSI.TCBC WB (Matrix) 0.040.01 0.02 DEFL.Vert(LL)Vert(TL) Horz(TL) inn/an/a 0.00 (loc)- - 27 l/defln/an/a n/a L/d999999 n/a PLATESMT20 Weight: 95 lb FT = 0%F, 0%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E(flat)BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 31-10-8.(lb) - Max Grav All reactions 250 lb or less at joint(s) 52, 27, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard Job 15102964BF Truss F06 Truss Type FLOOR Qty 7 Ply 1 Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Sun Jan 10 11:19:12 2016 Page 1 Universal Forest Products ID:vGjXhUW4fgN_fZ6x_pHPXWzwoH5-aV4amcdaXjLLehOnh90YGaTjbGKiXieJYBG9cDzwnnz Scale = 1:33.1 B1 W1 BL1 T2T1 W2 W2 W3 W2W2W2W4 T3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 3x8 1.5x3 3x8 3x6 3x6 1.5x3 6x8 6x12 5x16 3x6 6x8 6x12 5x16 3x6 6x6 3x6 7-8-10 7-8-10 8-5-10 0-9-0 9-2-10 0-9-0 19-8-10 10-6-0 2-6-0 2-2-10 1-6-0 2-4-8 0-1-8 1-0-01-0-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [16:0-1-8,0-0-10] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.00 1.00 YES IRC2009/TPI2007 CSI.TC BC WB (Matrix) 0.69 0.67 0.69 DEFL.Vert(LL) Vert(TL) Horz(TL) in-0.46 -0.85 0.11 (loc)11-12 11-12 10 l/defl>503 >275 n/a L/d480 240 n/a PLATESMT20 Weight: 107 lb FT = 0%F, 0%E GRIP197/144 LUMBER-TOP CHORD 2x4 DF 2850F 2.3E(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) WEBS 2x4 SPF No.2(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)15=1168/0-3-8 (min. 0-1-8), 10=1162/0-5-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5513/0, 3-4=-5495/0, 4-5=-6800/0, 5-6=-6800/0, 6-7=-5540/0, 7-8=-5540/0 BOT CHORD 14-15=0/3207, 13-14=0/6800, 12-13=0/6800, 11-12=0/6566, 10-11=0/3194 WEBS 2-15=-3357/0, 2-14=0/2410, 4-14=-1642/0, 8-10=-3333/0, 8-11=0/2461, 7-11=-291/0, 6-11=-1077/0, 6-12=-281/843 NOTES-1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks tobe attached to walls at their outer ends or restrained by other means.5) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job 15102964BF Truss F06L Truss Type Floor Supported Gable Qty 1 Ply 1 Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Sun Jan 10 11:19:28 2016 Page 1 Universal Forest Products ID:vGjXhUW4fgN_fZ6x_pHPXWzwoH5-6a2d74qdmdM4Z9csdWIIvy8bLjybH58fEg80AHzwnnj Scale = 1:32.8 B1 BL1 BL2 T1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 B2 T2123456789101112131415 16 17 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 35 3x4 3x6 FP 3x4 3x4 3x6 FP 19-8-10 19-8-10 0-1-8 0-1-8 1-0-01-0-0LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 10.0 SPACING-Plate Grip DOLLumber DOL Rep Stress Incr Code 2-0-01.001.00 YES IRC2009/TPI2007 CSI.TCBC WB (Matrix) 0.070.02 0.02 DEFL.Vert(LL)Vert(TL) Horz(TL) inn/an/a 0.00 (loc)- - 18 l/defln/an/a n/a L/d999999 n/a PLATESMT20 Weight: 60 lb FT = 0%F, 0%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-8-10.(lb) - Max Grav All reactions 250 lb or less at joint(s) 34, 18, 33, 32, 31, 30, 29, 28, 27, 26, 25, 24, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard Job 15102964BF Truss F08L Truss Type Floor Supported Gable Qty 1 Ply 1 Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Sun Jan 10 11:12:46 2016 Page 1 Universal Forest Products ID:vGjXhUW4fgN_fZ6x_pHPXWzwoH5-tElfldySR7j6LNub4551dBUvsglY5HeUn7mk4bzwnu? Scale = 1:19.8 B1 BL1 BL2 T1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 3x4 3x4 3x4 12-0-0 12-0-0 0-1-8 0-1-8 1-0-01-0-0LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 10.0 SPACING-Plate Grip DOLLumber DOL Rep Stress Incr Code 2-0-01.001.00 YES IRC2009/TPI2007 CSI.TCBC WB (Matrix) 0.060.02 0.02 DEFL.Vert(LL)Vert(TL) Horz(TL) inn/an/a 0.00 (loc)- - 11 l/defln/an/a n/a L/d999999 n/a PLATESMT20 Weight: 37 lb FT = 0%F, 0%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-0-0.(lb) - Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard Job 15102964BF Truss F09L Truss Type Floor Supported Gable Qty 1 Ply 1 Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Sun Jan 10 11:12:26 2016 Page 1 Universal Forest Products ID:vGjXhUW4fgN_fZ6x_pHPXWzwoH5-TOY5Znjw8zByxIMlvukLpzfTrcwsPEgYB0wgMlzwnuJ Scale = 1:9.4 B1 BL1 W1 BL2W1 T1 ST1 ST1 ST1 1 2 3 4 5 10 9 8 7 6 11 3x4 3x4 3x4 5-0-0 5-0-0 0-1-8 0-1-8 1-0-01-0-0LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 10.0 SPACING-Plate Grip DOLLumber DOL Rep Stress Incr Code 2-0-01.001.00 YES IRC2009/TPI2007 CSI.TCBC WB (Matrix) 0.070.02 0.02 DEFL.Vert(LL)Vert(TL) Horz(TL) inn/an/a 0.00 (loc)- - 6 l/defln/an/a n/a L/d999999 n/a PLATESMT20 Weight: 17 lb FT = 0%F, 0%E GRIP197/144 LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) 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.All bearings 5-0-0.(lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard