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05 -059 14042962B-Vizentin_Newsome-Fleury-050114-DwgsOVERHANG INFO HEEL HEIGHT GABLE STUDS 00-04-03 24 IN. OC END CUT RETURN PLUMB NO REQ. ENGINEERING JOBSITE REQ. LAYOUTS NONE 1 QUOTE LAYOUT CUTTING BT1 BT1 DATEBY SHIP TO 231 Main Street PO Box 289 Easthampton, MA 01027 Fleury LumberSOLD TO (413) 527-2693 SALES REP ORDER DATE REQ. QUOTE DATE DELIVERY DATE / / / / / /ORDER # QUOTE # TERMS SALES AREA CUSTOMER PO # CUSTOMER ACCT # INVOICE # FFKEDEF ORDERED BY SUPERINTENDENT JOBSITE PHONE # DATE OF INVOICE 14042962B Brian Tetreault Massachusetts / / / David Laurin (413) 527-2693 PAGE 1 SPECIAL INSTRUCTIONS: *For pricing only based on 4/28/14 plans. *Floor loading only. No roof loads or point loads on floors. *EWP in separate quote. DELIVERY INSTRUCTIONS: JOB NAME: MODEL: TAG:2nd Floor Vizentin / Newsome Residence BUILDING DEPARTMENT Floor Trusses JOB CATEGORY: Residential LOT # SUBDIV: DATE05/01/14 324 Audubon Rd. Leeds, MA 01053 2nd Floor Trusses-Tim Seney David Laurin 05/01/14 05/01/14 / / 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 01-02-00 16-02-04 9 16-02-04 F02 01-02-00 12-05-08 2 12-05-08 F03 01-02-00 16-04-00 2 16-04-00 F04 01-02-00 16-02-04 11 16-02-04 F05 01-02-00 13-09-12 9 13-09-12 F06 01-02-00 13-09-12 8 13-09-12 F07 01-02-00 03-08-00 4 03-08-00 F10 01-02-00 20-00-00 4 20-00-00 F10A 01-02-00 20-00-00 7 20-00-00 FG01 01-02-00 16-04-00 1 16-04-00 FG01A 1 01-02-00 16-02-042 Ply 16-02-04 FG02 01-02-00 04-04-00 1 04-04-00 FG03 01-02-00 13-09-12 1 13-09-12 FG03A 01-02-00 13-09-12 1 13-09-12 FG04 01-02-00 07-11-04 1 07-11-04 FLOOR SUB-TOTAL: FT-IN-16 ITEM TYPEQTY SIZE LENGTH PART NUMBER NOTES PRICEUNIT TOTALPRICE ITEMS FTC1USP Hangers NE 4 Floor Truss Clip Single 4x2 MSH422Hanger 1 THO35140Hanger 9 ITEMS SUB-TOTAL: OVERHANG INFO HEEL HEIGHT GABLE STUDS 00-04-03 24 IN. OC END CUT RETURN PLUMB NO REQ. ENGINEERING JOBSITE REQ. LAYOUTS NONE 1 QUOTE LAYOUT CUTTING BT1 BT1 DATEBY SHIP TO 231 Main Street PO Box 289 Easthampton, MA 01027 Fleury LumberSOLD TO (413) 527-2693 SALES REP ORDER DATE REQ. QUOTE DATE DELIVERY DATE / / / / / /ORDER # QUOTE # TERMS SALES AREA CUSTOMER PO # CUSTOMER ACCT # INVOICE # FFKEDEF ORDERED BY SUPERINTENDENT JOBSITE PHONE # DATE OF INVOICE 14042962B Brian Tetreault Massachusetts / / / David Laurin (413) 527-2693 PAGE 2 SPECIAL INSTRUCTIONS: *For pricing only based on 4/28/14 plans. *Floor loading only. No roof loads or point loads on floors. *EWP in separate quote. DELIVERY INSTRUCTIONS: JOB NAME: MODEL: TAG:2nd Floor Vizentin / Newsome Residence BUILDING DEPARTMENT Floor Trusses JOB CATEGORY: Residential LOT # SUBDIV: DATE05/01/14 324 Audubon Rd. Leeds, MA 01053 2nd Floor Trusses-Tim Seney David Laurin 05/01/14 05/01/14 / / 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 Shift trusses for plumbing hits where applicable.EWP Framing (Joists and Beams) in Separate QuoteAdjust wall heights, so floorplanes out.BBO1BBO2B1-2B2-2FG03AFG04FG03FG02FG01FG01AF02F02F03F03THO35140THO35140THO35140THO35140THO35140MSH422THO35140THO35140THO35140THO35140F01(9)F06(8)F05(9)F07(4)F04(11)F10A(7)F10(4)40' 0" 6"24' 0" 4' 0" 11' 6"40' 0" 30' 0"12' 6" 7' 6"40' 0"90' 0"30' 0"12' 6" 7' 6"28' 0"12' 0"90' 0"1' 9"7' 3"6' 11"2' 3"1' 8"10' 0" 1' 10 1/4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 3 3/4"8 1/4"2' 0" 2' 2 3/4"1' 9 1/4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 10 1/4"THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to beincorporated into the building design at the specificationof the building designer. See individual design sheets for eachtruss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracingof 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 ofwood trusses" available from the Truss Plate Institute, 583D'Onifrio Drive; Madison, WI 53179. It is the responsiblility of theGeneral 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 provideprints/plans containing the latest specifications and designs. Universal Forest Products will not be responsible forprint/planchanges by others after final approval ofshop drawings, norwill they be responsible for errors or modifications made on-siteduring construction. DO NOT CUT, NOTCH, DRILL, OR OTHERWISE"REPAIR" MANUFACTURED TRUSSES IN ANY WAYWITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL NOTBE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR "CHARGE BACKS"DONE WITHOUT PRIOR WRITTENAUTHORIZATION FROM UFPVizentin / NewsomeResidence324 Audubon Rd. Leeds, MA5/1/14Preliminary /For Approval14042962B Job 14042962B Truss F01 Truss Type Floor Qty 9 Ply 1 Vizentin / Newsome Residence Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:34:39 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-iUw?Lnrv3ntzJ8vnYp_WxRJi2kbYJZo7aOUcV0zKufk Scale = 1:27.7 B1 W1 BL1 T2T1 W5W3W5W5W7W6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 1.5x3 6x8 3x6 1.5x3 3x4 3x4 3x8 4x10 4x8 1.5x3 1.5x3 3x4 3x4 3x4 1.5x3 1.5x3 6-6-0 0-3-12 0-3-12 16-2-4 15-10-8 2-6-0 2-5-0 1-7-0 1-0-0 0-3-12 0-1-8 1-2-00-11-01-2-0Plate Offsets (X,Y): [1:0-1-8,Edge], [6:0-1-8,Edge], [13:0-1-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACINGPlates Increase Lumber Increase Rep Stress Incr Code 2-0-01.00 1.00 YES IBC2009/TPI2007 CSITC BC WB (Matrix) 0.48 0.60 0.65 DEFLVert(LL) Vert(TL) Horz(TL) in-0.21 -0.45 -0.01 (loc)13-14 13-14 10 l/defl>901 >422 n/a L/d480 360 n/a PLATESMT20 Weight: 65 lb FT = 4%F, 4%E GRIP197/144 LUMBERTOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACINGTOP 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=941/0-3-4 (min. 0-1-8), 10=935/0-5-8 (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1976/0, 2-3=-1972/0, 3-4=-1996/0, 4-5=-3514/0, 5-6=-3514/0, 6-7=-3184/0, 7-8=-3184/0 BOT CHORD 13-14=0/3149, 12-13=0/3514, 11-12=0/3514, 10-11=0/1995 WEBS 8-10=-2140/0, 1-14=0/2117, 8-11=0/1284, 4-14=-1237/0, 6-11=-719/15, 4-13=0/668 NOTES1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Attach ribbon block to truss with 3-10d nails applied to flat face. 4) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job 14042962B Truss F02 Truss Type Floor Qty 2 Ply 1 Vizentin / Newsome Residence Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:38:56 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-gwx9Hfy6XlFVed3A6H5nseTd3KEp0rzygtEi0czKubj Scale = 1:20.7 B1 W1 BL1 T1 W2 W3 W2W2W4 1 2 3 4 5 6 7 12 11 10 9 8 13 3x4 3x6 3x6 1.5x3 3x4 1.5x3 1.5x3 3x4 3x6 3x6 3x6 1.5x3 4-3-0 4-3-0 4-4-8 0-1-8 5-2-0 0-9-8 5-11-8 0-9-8 12-5-8 6-6-0 2-6-0 1-6-0 1-7-0 1-0-0 0-1-8 1-2-01-2-0Plate Offsets (X,Y): [4:0-1-8,Edge], [11:0-1-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACINGPlates Increase Lumber Increase Rep Stress Incr Code 2-0-01.00 1.00 YES IBC2009/TPI2007 CSITC BC WB (Matrix) 0.48 0.91 0.48 DEFLVert(LL) Vert(TL) Horz(TL) in-0.13 -0.29 0.04 (loc)9-10 8-9 8 l/defl>999 >507 n/a L/d480 360 n/a PLATESMT20 Weight: 48 lb FT = 4%F, 4%E GRIP197/144 LUMBERTOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACINGTOP 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)12=732/Mechanical, 8=726/0-5-8 (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2040/0, 3-4=-2040/0, 4-5=-2180/0, 5-6=-2180/0 BOT CHORD 11-12=0/1485, 10-11=0/2040, 9-10=0/2040, 8-9=0/1473 WEBS 3-11=-253/0, 2-12=-1598/0, 2-11=0/760, 6-8=-1578/0, 6-9=0/763, 5-9=-272/0, 4-9=-157/357 NOTES1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Attach ribbon block to truss with 3-10d nails applied to flat face. 4) Refer to girder(s) for truss to truss connections.5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job 14042962B Truss F03 Truss Type Floor Qty 2 Ply 1 Vizentin / Newsome Residence Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:45:15 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-4qLRqFYrHB?kctX0oOOfjZfOu6gyKCNkqLYGp8zKuVo Scale = 1:27.5 B1 W1 BL1 T1 W3 W4 B2 T2123456789 10 17 16 15 14 13 12 11 18 3x10 MT20H FP 1.5x3 1.5x3 3x6 FP 4x4 1.5x3 1.5x3 3x4 3x6 3x8 4x10 1.5x3 4x4 3x6 3x8 4x10 1.5x3 8-1-88-1-8 8-3-00-1-89-0-80-9-8 9-10-00-9-8 16-4-06-6-0 2-6-0 0-4-8 1-7-0 1-0-0 0-1-8 1-2-01-2-0Plate Offsets (X,Y): [6:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACINGPlates Increase Lumber Increase Rep Stress Incr Code 2-0-01.00 1.00 YES IBC2009/TPI2007 CSITC BC WB (Matrix) 0.45 0.56 0.70 DEFLVert(LL) Vert(TL) Horz(TL) in-0.23 -0.40 0.06 (loc)15-16 15-16 11 l/defl>841 >483 n/a L/d480 360 n/a PLATESMT20 MT20H Weight: 62 lb FT = 4%F, 4%E GRIP197/144 148/108 LUMBERTOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)17=969/0-3-8 (min. 0-1-8), 11=963/0-5-8 (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3334/0, 3-4=-3334/0, 4-5=-3663/0, 5-6=-3663/0, 6-7=-3322/0, 7-8=-3322/0, 8-9=-3322/0 BOT CHORD 16-17=0/2022, 15-16=0/3746, 14-15=0/3663, 13-14=0/3663, 12-13=0/3663, 11-12=0/2064 WEBS 5-15=-219/380, 2-17=-2182/0, 2-16=0/1416, 4-16=-553/0, 4-15=-484/300, 9-11=-2214/0, 9-12=0/1358, 6-12=-702/0 NOTES1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) All plates are MT20 plates unless otherwise indicated. 4) Attach ribbon block to truss with 3-10d nails applied to flat face.5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job 14042962B Truss F04 Truss Type FLOOR Qty 11 Ply 1 Vizentin / Newsome Residence Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:38:34 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-Khcrf7hJj_Ud?FNxpgidy?YvlTqUtu7jdSvYFuzKuc3 Scale = 1:28.3 B1 W1 BL1 T2T1 W3 W5 W6 W5W5W7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 1.5x3 6x8 1.5x3 3x4 3x4 3x4 1.5x3 1.5x3 3x4 4x10 1.5x3 3x4 3x6 3x6 3x8 1.5x3 0-2-9 0-2-9 2-10-1 2-7-8 7-11-12 5-1-11 8-1-4 0-1-8 8-10-12 0-9-8 9-8-4 0-9-8 16-2-4 6-6-0 2-6-0 2-6-3 1-7-0 1-0-0 0-2-9 0-1-8 1-2-00-11-01-2-0Plate Offsets (X,Y): [1:0-1-8,Edge], [6:0-1-8,Edge], [13:0-1-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACINGPlates Increase Lumber Increase Rep Stress Incr Code 1-4-01.00 1.00 YES IBC2009/TPI2007 CSITC BC WB (Matrix) 0.35 0.47 0.51 DEFLVert(LL) Vert(TL) Horz(TL) in-0.14 -0.36 -0.01 (loc)13-14 13-14 10 l/defl>999 >521 n/a L/d480 360 n/a PLATESMT20 Weight: 65 lb FT = 4%F, 4%E GRIP197/144 LUMBERTOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACINGTOP 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=737/0-2-1 (min. 0-1-8), 1=737/0-2-1 (min. 0-1-8), 10=732/0-5-8 (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1546/0, 2-3=-1543/0, 3-4=-1562/0, 4-5=-2767/0, 5-6=-2767/0, 6-7=-2494/0, 7-8=-2494/0 BOT CHORD 13-14=0/2478, 12-13=0/2767, 11-12=0/2767, 10-11=0/1569 WEBS 1-14=0/1656, 4-14=-983/0, 4-13=0/495, 8-10=-1683/0, 8-11=0/998, 6-11=-551/0 NOTES1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Attach ribbon block to truss with 3-10d nails applied to flat face. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1, 1.5) Non Standard bearing condition. Review required.6) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.10) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job 14042962B Truss F05 Truss Type Floor Qty 9 Ply 1 Vizentin / Newsome Residence Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:45:37 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-R3glRmpe5ymcFFDE5?oqcCZ9gz5VU6w_umtQbtzKuVS Scale = 1:23.5 B1 BL1 W5 T1 T2 W4W2W2W2W3 1 2 3 4 5 6 7 8 13 12 11 10 9 14 1.5x3 3x6 1.5x3 6x6 3x4 3x4 4x12 3x6 1.5x3 3x6 3x4 1.5x3 3x4 1.5x3 13-6-0 13-6-0 13-9-12 0-3-12 2-6-0 1-6-0 1-3-0 0-1-8 0-3-12 1-2-00-11-01-2-0Plate Offsets (X,Y): [8:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACINGPlates Increase Lumber Increase Rep Stress Incr Code 2-0-01.00 1.00 YES IBC2009/TPI2007 CSITC BC WB (Matrix) 0.50 0.91 0.89 DEFLVert(LL) Vert(TL) Horz(TL) in-0.17 -0.35 0.01 (loc)10-11 12-13 8 l/defl>934 >451 n/a L/d480 360 n/a PLATESMT20 Weight: 53 lb FT = 4%F, 4%E GRIP197/144 LUMBERTOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACINGTOP 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: 2-2-0 oc bracing: 11-12.REACTIONS (lb/size)13=793/0-5-8 (min. 0-1-8), 8=799/0-3-4 (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2522/0, 3-4=-2522/0, 4-5=-2522/0, 5-6=-1679/0, 6-7=-1679/0, 7-8=-1683/0 BOT CHORD 12-13=0/1635, 11-12=0/2522, 10-11=0/2436 WEBS 8-10=0/1792, 2-13=-1752/0, 2-12=0/1009, 5-10=-817/0, 5-11=-113/403 NOTES1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Attach ribbon block to truss with 3-10d nails applied to flat face. 4) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job 14042962B Truss F06 Truss Type Floor Qty 8 Ply 1 Vizentin / Newsome Residence Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:46:18 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-kyfF2nIMRYxogZr6?61Rmrm8gV4rafy0JeI5X?zKuUp Scale = 1:23.7 B1 BL1 W5 T1 T2 W4W2W2W2W3 1 2 3 4 5 6 7 8 13 12 11 10 9 14 1.5x3 3x6 1.5x3 6x6 3x4 3x4 4x12 3x6 1.5x3 3x6 3x4 1.5x3 3x4 1.5x3 13-7-3 13-7-3 13-9-12 0-2-9 2-6-0 1-7-3 1-3-0 0-1-8 0-2-9 1-2-00-11-01-2-0Plate Offsets (X,Y): [8:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACINGPlates Increase Lumber Increase Rep Stress Incr Code 2-0-01.00 1.00 YES IBC2009/TPI2007 CSITC BC WB (Matrix) 0.54 0.93 0.89 DEFLVert(LL) Vert(TL) Horz(TL) in-0.18 -0.36 0.01 (loc)10-11 12-13 8 l/defl>882 >447 n/a L/d480 360 n/a PLATESMT20 Weight: 53 lb FT = 4%F, 4%E GRIP197/144 LUMBERTOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACINGTOP 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: 2-2-0 oc bracing: 11-12.REACTIONS (lb/size)13=798/0-5-8 (min. 0-1-8), 8=805/0-2-1 (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2556/0, 3-4=-2556/0, 4-5=-2556/0, 5-6=-1694/0, 6-7=-1694/0, 7-8=-1698/0 BOT CHORD 12-13=0/1650, 11-12=0/2556, 10-11=0/2465 WEBS 8-10=0/1808, 2-13=-1768/0, 2-12=0/1032, 5-10=-832/0, 3-12=-254/0, 5-11=-108/415 NOTES1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Attach ribbon block to truss with 3-10d nails applied to flat face. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8.5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job 14042962B Truss F07 Truss Type Floor Qty 4 Ply 1 Vizentin / Newsome Residence Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:46:24 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-Z60WIrN71OhxOUJGLN7r060EiwIP_YJuialPlezKuUj Scale = 1:8.6 B1 BL1 W1 W1W1 T1 W3W2 1 2 3 5 4 6 3x6 1.5x3 3x4 3x6 3x4 0-3-0 0-3-0 3-8-0 3-5-0 0-8-0 2-6-0 0-1-8 1-2-01-2-0LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 10.0 SPACINGPlates IncreaseLumber Increase Rep Stress Incr Code 2-0-01.001.00 YES IBC2009/TPI2007 CSITCBC WB (Matrix) 0.310.22 0.07 DEFLVert(LL)Vert(TL) Horz(TL) in0.00-0.07 0.00 (loc)54-5 4 l/defl****>614 n/a L/d480360 n/a PLATESMT20 Weight: 17 lb FT = 4%F, 4%E GRIP197/144 LUMBERTOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACINGTOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=199/0-5-8 (min. 0-1-8), 4=205/Mechanical FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-5=-276/0 NOTES 1) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.2) Attach ribbon block to truss with 3-10d nails applied to flat face.3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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 14042962B Truss F10 Truss Type Floor Qty 4 Ply 1 Vizentin / Newsome Residence Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:48:08 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-W6Ir7PeMXLoBtTGGRD?ED2Kz3rioMO_CcmywPdzKuT5 Scale = 1:33.6 B1 BL1 BL1 T1 W3 B2 T2 W4 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 3x12 M18SHS FP3x8 1.5x3 1.5x3 3x6 FP 1.5x3 3x4 4x4 1.5x3 4x10 4x10 1.5x3 3x4 3x6 1.5x3 3x8 4x10 4x10 1.5x3 3x6 10-3-0 10-3-0 11-0-0 0-9-0 11-9-0 0-9-0 20-0-0 8-3-0 2-0-0 1-7-8 1-6-0 1-9-0 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y): [6:0-1-8,Edge], [16:0-1-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACINGPlates Increase Lumber Increase Rep Stress Incr Code 2-0-01.00 1.00 YES IBC2009/TPI2007 CSITC BC WB (Matrix) 0.40 0.60 0.91 DEFLVert(LL) Vert(TL) Horz(TL) in-0.36 -0.62 0.09 (loc)17-18 17-18 13 l/defl>665 >382 n/a L/d480 360 n/a PLATESMT20 M18SHS Weight: 85 lb FT = 4%F, 4%E GRIP197/144 220/195 LUMBERTOP CHORD 2x4 DF 2850F 2.3E(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACINGTOP 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)20=1179/0-5-8 (min. 0-1-8), 13=1179/0-5-8 (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3797/0, 3-4=-3797/0, 4-5=-5510/0, 5-6=-5510/0, 6-7=-5514/0, 7-8=-5514/0, 8-9=-3794/0, 9-10=-3794/0, 10-11=-3794/0 BOT CHORD 19-20=0/2162, 18-19=0/4856, 17-18=0/5514, 16-17=0/5514, 15-16=0/4855, 14-15=0/4855, 13-14=0/2158 WEBS 7-16=-314/0, 2-20=-2402/0, 2-19=0/1832, 4-19=-1186/0, 4-18=0/733, 5-18=-284/10, 6-18=-530/411, 11-13=-2397/0, 11-14=0/1833, 8-14=-1189/0, 8-16=0/1010 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.3) All plates are MT20 plates unless otherwise indicated. 4) Attach ribbon block to truss with 3-10d nails applied to flat face.5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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 14042962B Truss F10A Truss Type Floor Qty 7 Ply 1 Vizentin / Newsome Residence Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:49:04 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-tuh0uYJULYsEb3Y0j_?MVseagQuPUjwSUTWtMNzKuSD Scale = 1:33.6 B1 BL1 BL1 T1 W3 W4 W5 W6 B2 T21234567891011 12 13 22 21 20 19 18 17 16 15 14 23 24 3x6 FP3x6 1.5x3 1.5x3 3x6 FP 1.5x3 3x4 3x4 1.5x3 3x8 3x4 3x6 3x6 3x6 3x8 1.5x3 3x8 4x8 1.5x3 3x4 4x8 4x8 3-2-12 3-2-12 8-3-0 5-0-4 9-0-0 0-9-0 9-9-0 0-9-0 17-9-4 8-0-4 20-0-0 2-2-12 2-0-0 0-10-4 0-7-12 1-6-0 1-7-12 1-10-4 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y): [6:0-1-8,Edge], [12:0-3-0,Edge], [14:Edge,0-1-8], [18:0-1-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACINGPlates Increase Lumber Increase Rep Stress Incr Code 2-0-01.00 1.00 YES IBC2009/TPI2007 CSITC BC WB (Matrix) 0.29 0.31 0.84 DEFLVert(LL) Vert(TL) Horz(TL) in-0.09 -0.18 0.01 (loc)17-18 17-18 15 l/defl>999 >963 n/a L/d480 360 n/a PLATESMT20 Weight: 88 lb FT = 4%F, 4%E GRIP197/144 LUMBERTOP CHORD 2x4 DF 2850F 2.3E(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACINGTOP 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=-214/0-3-8 (min. 0-1-8), 21=1426/0-5-8 (min. 0-1-8), 15=1820/0-5-8 (min. 0-1-8), 14=-673/0-3-8 (min. 0-1-8)Max Uplift22=-327(LC 5), 14=-750(LC 5)Max Grav22=46(LC 4), 21=1427(LC 2), 15=1823(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/1118, 3-4=0/1123, 4-5=-1198/0, 5-6=-1198/0, 6-7=-1560/0, 7-8=-1560/0, 8-9=-1070/0, 9-10=-1070/0, 10-11=-1070/0, 11-12=0/1520BOT CHORD 21-22=-740/0, 20-21=0/285, 19-20=0/1560, 18-19=0/1560, 17-18=0/1563, 14-15=-1520/0WEBS12-15=-1007/0, 2-22=0/825, 2-21=-679/0, 4-21=-1549/0, 4-20=0/1027, 6-20=-721/0, 11-15=-1697/0, 11-17=0/1204, 8-17=-552/0, 12-14=0/1696 NOTES 1) Unbalanced floor live loads have been considered for this design.2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It isthe responsibility of the fabricator to increase plate sizes to account for these factors.3) Attach ribbon block to truss with 3-10d nails applied to flat face. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint 22 and 750 lb uplift at joint 14. 5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job 14042962B Truss FG01 Truss Type Floor Girder Qty 1 Ply 1 Vizentin / Newsome Residence Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:52:31 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-JjhGKKpKb9xswtsoLyDvOVjspsT_UKQw5A9K8tzKuP_ Scale = 1:27.5 B1 BL1 W1 T1 W3 W6W4W5 B2 T212345678910 11 19 18 17 16 15 14 13 12 20 3x10 MT20H FP3x8 1.5x3 3x8 1.5x3 3x6 FP 1.5x3 3x4 4x4 2x4 4x8 4x10 1.5x3 5x8 5x10 3x6 1.5x3 4x4 4x10 THO35140 6-6-06-6-0 7-3-80-9-8 8-1-00-9-88-2-80-1-8 12-7-44-4-12 16-4-03-8-12 2-6-0 1-0-0 1-7-0 0-4-8 1-2-8 0-11-0 0-1-8 1-2-01-2-0Plate Offsets (X,Y): [4:0-1-8,Edge], [5:0-1-8,0-0-0], [8:0-4-8,Edge], [13:0-4-8,Edge], [16:0-1-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACINGPlates Increase Lumber Increase Rep Stress Incr Code 2-0-01.00 1.00 NO IBC2009/TPI2007 CSITC BC WB (Matrix) 0.65 0.62 0.95 DEFLVert(LL) Vert(TL) Horz(TL) in-0.24 -0.44 0.06 (loc)15-16 15-16 12 l/defl>814 >444 n/a L/d480 360 n/a PLATESMT20 MT20H Weight: 72 lb FT = 4%F, 4%E GRIP197/144 165/146 LUMBERTOP CHORD 2x4 DF 2850F 2.3E(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACINGTOP 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)19=1072/0-5-8 (min. 0-1-8), 12=1334/0-3-8 (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3848/0, 3-4=-3848/0, 4-5=-4416/0, 5-6=-4416/0, 6-7=-4457/0, 7-8=-4457/0, 8-9=-3868/0, 9-10=-3868/0 BOT CHORD 18-19=0/2337, 17-18=0/4416, 16-17=0/4416, 15-16=0/4613, 14-15=0/3951, 13-14=0/3951, 12-13=0/2916 WEBS 5-16=0/648, 2-19=-2508/0, 2-18=0/1631, 4-18=-1060/0, 10-12=-3148/0, 10-13=0/1335, 6-16=-827/0, 8-13=-900/0, 8-15=0/631 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) All plates are MT20 plates unless otherwise indicated. 4) Attach ribbon block to truss with 3-10d nails applied to flat face.5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards.9) Use USP THO35140 (With NA9D nails into Girder & NA9D nails into Truss) or equivalent at 12-7-4 from the left end to connecttruss(es) FG02 (1 ply 2x4 SPF) to back face of top chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 12-19=-20, 1-11=-100 Concentrated Loads (lb) Vert: 8=-474(B) Job 14042962B Truss FG01A Truss Type FLOOR GIRDER Qty 1 Ply 2 Vizentin / Newsome Residence Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:55:15 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-WGbGlPoCzYbbb4PKyO9M15WztzU1vbo2ohu0uNzKuMQ Scale = 1:27.8 B1 W1 BL1 T2T1 W3 W6 W7 W9W9W8W5 T312345678910 11 18 17 16 15 14 13 12 19 1.5x3 6x8 3x6 1.5x3 3x6 FP 3x4 3x4 3x4 1.5x3 1.5x3 3x4 4x10 4x10 4x10 3x4 3x6 3x8 1.5x3 MSH422 0-3-12 0-3-12 3-7-0 3-3-4 7-11-12 4-4-12 8-1-4 0-1-8 8-10-12 0-9-8 9-8-4 0-9-8 16-2-4 6-6-0 2-6-0 0-4-0 1-9-8 2-5-0 1-7-0 1-0-0 0-3-12 0-1-8 1-2-00-11-01-2-0Plate Offsets (X,Y): [1:0-1-8,Edge], [7:0-1-8,Edge], [15:0-1-8,Edge], [16:0-4-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACINGPlates Increase Lumber Increase Rep Stress Incr Code 2-0-01.00 1.00 NO IBC2009/TPI2007 CSITC BC WB (Matrix) 0.36 0.45 0.52 DEFLVert(LL) Vert(TL) Horz(TL) in-0.14 -0.27 -0.01 (loc)15-16 15-16 12 l/defl>999 >685 n/a L/d480 360 n/a PLATESMT20 Weight: 152 lb FT = 4%F, 4%E GRIP197/144 LUMBERTOP CHORD 2x4 DF 2850F 2.3E(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACINGTOP 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=1803/0-3-4 (min. 0-1-8), 12=1154/0-5-8 (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3881/0, 2-3=-3876/0, 3-4=-3890/0, 4-5=-4977/0, 5-6=-5039/0, 6-7=-5039/0, 7-8=-4239/0, 8-9=-4239/0, 9-10=-4239/0 BOT CHORD 16-17=0/4940, 15-16=0/5363, 14-15=0/5039, 13-14=0/5039, 12-13=0/2542 WEBS 7-14=0/367, 1-17=0/4174, 5-16=-440/0, 5-15=-745/0, 10-12=-2729/0, 10-13=0/1832, 7-13=-1404/0, 4-16=0/373, 4-17=-1840/0 NOTES 1) Fasten trusses together to act as a single unit as per standard industry detail, or loads are to be evenly applied to all plies. 2) Unbalanced floor live loads have been considered for this design. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It isthe responsibility of the fabricator to increase plate sizes to account for these factors.4) Attach ribbon block to truss with 3-10d nails applied to flat face.5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.9) CAUTION, Do not erect truss backwards.10) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 3-7-0 from the left end to connect truss(es) FG02 (1 ply 2x4 SPF) to back face of top chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-18=-20, 1-11=-100 Concentrated Loads (lb) Vert: 4=-1081(B) Job 14042962B Truss FG02 Truss Type FLOOR GIRDER Qty 1 Ply 1 Vizentin / Newsome Residence Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:51:19 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-QsL2DixAY1s4HpMz7qw0TKkb_rzRcwAJXzjXc2zKuQ6 Scale = 1:8.5 B1 W1 W1 W1W1 T1 T1 W3W2 1 2 3 5 4 6 3x6 3x6 3x6 3x6 5x6 Special 4-4-0 4-4-0 1-4-0 2-6-0 1-2-01-2-0LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 10.0 SPACINGPlates IncreaseLumber Increase Rep Stress Incr Code 2-0-01.001.00 NO IBC2009/TPI2007 CSITCBC WB (Matrix) 0.460.28 0.27 DEFLVert(LL)Vert(TL) Horz(TL) in0.00-0.11 0.01 (loc)54-5 4 l/defl****>463 n/a L/d480360 n/a PLATESMT20 Weight: 23 lb FT = 4%F, 4%E GRIP197/144 LUMBERTOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACINGTOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=1181/Mechanical, 4=574/Mechanical FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-5=-566/0 BOT CHORD 4-5=0/855 WEBS 2-4=-912/0, 2-5=-1029/0 NOTES1) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It isthe responsibility of the fabricator to increase plate sizes to account for these factors. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 632 lb down at 0-1-8, and 632lb down at 2-3-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) Special hanger(s) or other connection device(s) shall be provided at 1-2-4 from the left end sufficient to connect truss(es) to front face of top chord. The design/selection of such special connection device(s) is the responsibility of others. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.9) 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-100Concentrated Loads (lb)Vert: 1=-632(F) 6=-632(F) Job 14042962B Truss FG03 Truss Type Floor Girder Qty 1 Ply 1 Vizentin / Newsome Residence Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:58:22 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-YEPy?L3Vx?93XpCGPA0D6Wlp0MGMD3yaoHhPy1zKuJV Scale = 1:23.5 B1 BL1 W7 T1 T2 W5W2W4W2W2W3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 1.5x3 4x8 1.5x3 6x8 3x4 3x4 4x10 5x10 1.5x3 3x4 4x10 3x6 1.5x3 3x6 1.5x3 5x10 THO35140 3-9-12 3-9-12 5-3-0 1-5-4 13-6-0 8-3-0 13-9-12 0-3-12 2-6-0 0-10-8 1-3-0 0-3-0 0-1-8 0-3-12 1-2-00-11-01-2-0Plate Offsets (X,Y): [3:0-4-8,Edge], [9:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge], [14:0-4-8,Edge], [15:Edge,0-1-8] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACINGPlates Increase Lumber Increase Rep Stress Incr Code 2-0-01.00 1.00 NO IBC2009/TPI2007 CSITC BC WB (Matrix) 0.79 0.60 0.97 DEFLVert(LL) Vert(TL) Horz(TL) in-0.18 -0.37 0.01 (loc)11-12 11-12 9 l/defl>911 >430 n/a L/d480 360 n/a PLATESMT20 Weight: 61 lb FT = 4%F, 4%E GRIP197/144 LUMBERTOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACINGTOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)15=1336/0-5-8 (min. 0-1-8), 9=1011/0-3-4 (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3921/0, 3-4=-4102/0, 4-5=-4102/0, 5-6=-4102/0, 6-7=-2155/0, 7-8=-2131/0, 8-9=-2135/0 BOT CHORD 14-15=0/3005, 13-14=0/4002, 12-13=0/4102, 11-12=0/3499 WEBS 9-11=0/2287, 2-15=-3226/0, 3-13=-320/144, 6-11=-1442/0, 6-12=0/967, 3-14=-907/0, 2-14=0/1329 NOTES1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Attach ribbon block to truss with 3-10d nails applied to flat face. 4) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. 9) Use USP THO35140 (With NA9D nails into Girder & NA9D nails into Truss) or equivalent at 3-9-12 from the left end to connecttruss(es) FG04 (1 ply 2x4 SPF) to back face of top chord. 10) Fill all nail holes where hanger is in contact with lumber.11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 10-15=-20, 1-9=-100 Concentrated Loads (lb) Vert: 3=-755(B) Job 14042962B Truss FG03A Truss Type Floor Girder Qty 1 Ply 1 Vizentin / Newsome Residence Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 12:00:17 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-gMrR7gSesKelqVUMepaBGn0YFiX2f6zVFg2?UszKuHi Scale = 1:23.7 B1 W1 BL1 T2T1 W5W3W7W5W5W6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 1.5x3 6x8 3x8 1.5x3 3x4 3x4 4x8 4x10 4x10 1.5x3 3x6 1.5x3 3x4 3x4 1.5x3 1.5x3 4x10 THO35140 0-2-9 0-2-9 10-0-0 9-9-7 13-9-12 3-9-12 2-6-0 0-2-11 1-3-0 0-10-8 0-2-9 0-1-8 1-2-00-11-01-2-0Plate Offsets (X,Y): [2:0-1-8,Edge], [5:0-1-8,Edge], [6:0-1-8,Edge], [8:0-4-8,Edge], [12:0-4-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACINGPlates Increase Lumber Increase Rep Stress Incr Code 2-0-01.00 1.00 NO IBC2009/TPI2007 CSITC BC WB (Matrix) 0.46 0.55 0.87 DEFLVert(LL) Vert(TL) Horz(TL) in-0.16 -0.30 0.01 (loc)13-14 13-14 11 l/defl>999 >548 n/a L/d480 360 n/a PLATESMT20 Weight: 62 lb FT = 4%F, 4%E GRIP197/144 LUMBERTOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)11=1215/0-5-8 (min. 0-1-8), 1=966/0-1-12 (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2202/0, 3-4=-2201/0, 4-5=-2240/0, 5-6=-3471/0, 6-7=-3816/0, 7-8=-3816/0, 8-9=-3495/0 BOT CHORD 15-16=0/3471, 14-15=0/3471, 13-14=0/3471, 12-13=0/3565, 11-12=0/2701 WEBS 9-11=-2898/0, 2-16=0/2363, 9-12=0/1136, 4-16=-347/0, 7-13=-278/0, 5-16=-1406/0, 6-13=0/717, 5-15=0/305, 8-12=-760/0, 8-13=0/309 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Attach ribbon block to truss with 3-10d nails applied to flat face.4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1.5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards.9) Use USP THO35140 (With NA9D nails into Girder & NA9D nails into Truss) or equivalent at 10-0-0 from the left end to connecttruss(es) to back face of top chord. 10) WARNING: The following hangers are manually applied but fail due to geometric considerations: THO35140 on back face at 10-0-0 from the left end. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf) Vert: 11-17=-20, 1-2=-100, 2-10=-100 Concentrated Loads (lb) Vert: 8=-550(B) Job 14042962B Truss FG04 Truss Type Floor Girder Qty 1 Ply 1 Vizentin / Newsome Residence Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:49:46 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-ezDuivpqSS8HdWl5BolDCiOc6L8yJqrd8?h6qxzKuRZ Scale = 1:14.7 B1 W1 W1 T1 W2W2W3 1 2 3 4 5 9 8 7 6 10 11 123x4 3x6 3x4 3x6 3x4 3x4 3x4 1.5x3 1.5x3 THO35140 THO35140 THO35140 Special 7-11-4 7-11-4 2-6-0 0-1-0 2-1-4 1-2-01-2-0Plate Offsets (X,Y): [1:Edge,0-1-8], [2:0-1-8,Edge], [7:0-1-8,Edge] LOADING (psf)TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACINGPlates Increase Lumber Increase Rep Stress Incr Code 2-0-01.00 1.00 NO IBC2009/TPI2007 CSITC BC WB (Matrix) 0.86 0.65 0.42 DEFLVert(LL) Vert(TL) Horz(TL) in-0.04 -0.18 0.02 (loc)6-7 6-7 6 l/defl>999 >514 n/a L/d480 360 n/a PLATESMT20 Weight: 33 lb FT = 4%F, 4%E GRIP197/144 LUMBERTOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=636/Mechanical, 6=706/MechanicalMax Grav9=650(LC 2), 6=855(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-300/0, 2-3=-1289/0, 3-11=-1289/0, 4-11=-1289/0 BOT CHORD 8-9=0/1289, 7-8=0/1289, 6-7=0/1297 WEBS 4-6=-1395/0, 2-9=-1382/0, 4-7=-9/250, 2-8=-271/0, 3-7=0/251 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Refer to girder(s) for truss to truss connections.4) This truss is designed in accordance with the 2009 International Building Code section 2306.1 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) Use USP THO35140 (With NA9D nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-6-8 from the left end to 5-6-8 to connect truss(es) F07 (1 ply 2x4 SPF) to front face of top chord. 8) Fill all nail holes where hanger is in contact with lumber.9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down at 7-9-12 on topchord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 6-9=-20, 1-5=-100 Concentrated Loads (lb) Vert: 5=-105(F) 10=-105(F) 11=-105(F) 12=-105(F)