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Home My WebLink AboutTrusses - SEALED 1904865-80F Crtyrd of Carmel Lot 1Initials:Job Name:Model:Tag:EPCON COMMUNITIESD4 Elev A with (SP or SR), EP, and BRCrtyrd on RIVERSIDE 75JGSNOTES:07/30/19Today's Date:DIR:BUILD & HOLD :SHIPPING DATE :P.O. NUMBER :FILE ID# 1904865-80F Thank you for choosing CONTRACT BUILDING COMPONENTS 14540 INDUSTRIAL PKWY. MARYSVILLE, OH 43040 Any Questions, please call (937) 644-0739QTYDEPTHSPANLEFT RIGHTCANTILEVERLEFT RIGHTIDFT-IN-16END TYPE INT BEARINGSIZE LOCATIONPROFILEFLOORFloor TrussesINFORMATION BY EACH TRUSSTOTALPRICEPRICEUNITF-401 701-02-0031-00-04BRDFT =Weight = 135.52Ship Ht = 1 - 2 - 0F-401A 101-02-0031-00-04BRDFT =Weight = 120.41Ship Ht = 1 - 2 - 0F-401B 501-02-0021-10-00BRDFT =Weight = 84.71Ship Ht = 1 - 2 - 0F-401C 301-02-0005-10-04BRDFT =Weight = 24.59Ship Ht = 1 - 2 - 0F-401DBL101-02-0021-10-00BRDFT =Weight = 169.42Ship Ht = 1 - 2 - 0 1 - 2 - 0 Tallest Ship ht. = 17 Trusses = Total Brdft. = 1,651.0 Weight = 5 Designs = 1PAGE D4 Elev (A or B) with (SP or SR), EP, and BR`General Notes:(do not scale this drawing)This is a Truss Placement Plan and is for reference purposes only. Installer is responsibe for proper placement.Exterior dimensions are from face of sheeting.Stubbed trusses and/or raised heels are to exterior face of stud to allow for continuous sheeting.Interior dimensions are from face of stud.Reference individual truss drawings for additional connection and bracing information.HEEL HEIGHTTHIS END 1-3-4HEEL HEIGHTTHIS END 0-10-1RAFTER FRAMING OVER FLOOR TRUSSES PER A.705.RIDGE BEAMS TO POST ONTO FLAT TOP OF GIRDER TRUSSES.TJC37TJC37TJC37TJC37THJA26LUS24LUS24LUS24LUS24LUS24LUS24LUS24LUS24LUS24LUS24LUS24TJC37TJC37TJC37TJC37THJA26HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS26HUS26LUS24LUS24HGUS26-2HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS210LUS410LUS410LUS410LUS410LUS410LUS410LUS410LUS410HGUS28-4LUS410LUS410LUS24LUS24LUS26THJA26LUS24LUS24LUS24HUS26HUS26HUS26HGUS210-2VALLEY OVER FRAMINGBY OTHERSREFERENCE SHEETA.705 NOTE 7VALLEY OVER FRAMINGBY OTHERSREFERENCE SHEETA.705 NOTE 7ROOF FRAMING BYOTHERSREFERENCE SHEETA.705NOTE: FRAMER -SEE TRUSSDRAWINGS FORCANTILEVER. DONOT FLIP TRUSSES!D4 Elev (A or B) with (SP or SR), EP, and BR`General Notes:(do not scale this drawing)This is a Truss Placement Plan and is for reference purposes only. Installer is responsibe for proper placement.Exterior dimensions are from face of sheeting.Stubbed trusses and/or raised heels are to exterior face of stud to allow for continuous sheeting.Interior dimensions are from face of stud.Reference individual truss drawings for additional connection and bracing information.HEEL HEIGHTTHIS END 1-3-4HEEL HEIGHTTHIS END 0-10-1RAFTER FRAMING OVER FLOOR TRUSSES PER A.705.RIDGE BEAMS TO POST ONTO FLAT TOP OF GIRDER TRUSSES.TJC37TJC37TJC37TJC37THJA26LUS24LUS24LUS24LUS24LUS24LUS24LUS24LUS24LUS24LUS24LUS24TJC37TJC37TJC37TJC37THJA26HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS26HUS26LUS24LUS24HGUS26-2HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS210LUS410LUS410LUS410LUS410LUS410LUS410LUS410LUS410HGUS28-4LUS410LUS410LUS24LUS24LUS26THJA26LUS24LUS24LUS24HUS26HUS26HUS26HGUS210-2VALLEY OVER FRAMINGBY OTHERSREFERENCE SHEETA.705 NOTE 7VALLEY OVER FRAMINGBY OTHERSREFERENCE SHEETA.705 NOTE 7ROOF FRAMING BYOTHERSREFERENCE SHEETA.705NOTE: FRAMER -SEE TRUSSDRAWINGS FORCANTILEVER. DONOT FLIP TRUSSES!F-401DBLF-401AGT-406T-407T-408T-409T-433AT-433BT-435T-436T-437HT-300AT-405T-401T-405T-401T-404GT-419BGT-428GT-430GT-430AGT-431GT-420BT-421BT-422BGT-426T-424HT-438HT-438T-427T-427T-427T-427GT-423C-423C-423T-433(4)T-434(2)T-404(9)T-428(2)C-423(8) T-429(2)F-401C(3)F-401(4)F-401B(5)F-401(3)T-431A(6)T-431(2)T-403(5)T-426(5)T-415B(3)34' 4"6' 9 3/4"10 1/4"42' 0" 23' 1" 6' 10" 12' 1"42' 0" 73' 3"13' 8" 14' 5 1/4"28' 4" 2' 5"73' 4"8' 10 3/4" 13' 9" 8' 4 1/2"9' 3"13' 2"8' 5 1/2"1' 4"1' 4"9 1/2"1' 10 1/4"2' 0" 1' 4"1' 4"1' 4"1' 4"1' 4"1' 0 1/2"1' 4"2' 0" 2' 0" 1' 0 3/4"5' 0" 12' 0" F-401DBLF-401AGT-406T-407T-408T-409T-433AT-433BT-435T-436T-437HT-300AT-405T-401T-405T-401T-404GT-419BGT-428GT-430GT-430AGT-431GT-420BT-421BT-422BGT-426T-424HT-438HT-438T-427T-427T-427T-427GT-423C-423C-423T-433(4)T-434(2)T-404(9)T-428(2)C-423(8) T-429(2)F-401C(3)F-401(4)F-401B(5)F-401(3)T-431A(6)T-431(2)T-403(5)T-426(5)T-415B(3)34' 4"6' 9 3/4"10 1/4"42' 0" 23' 1" 6' 10" 12' 1"42' 0" 73' 3"13' 8" 14' 5 1/4"28' 4" 2' 5"73' 4"8' 10 3/4" 13' 9" 8' 4 1/2"9' 3"13' 2"8' 5 1/2"1' 4"1' 4"9 1/2"1' 10 1/4"2' 0" 1' 4"1' 4"1' 4"1' 4"1' 4"1' 0 1/2"1' 4"2' 0" 2' 0" 1' 0 3/4"5' 0" 12' 0" `General Notes:(do not scale this drawing)This is a Truss Placement Plan and is for reference purposes only. Installer is responsibe for proper placement.Exterior dimensions are from face of sheeting.Stubbed trusses and/or raised heels are to exterior face of stud to allow for continuous sheeting.Interior dimensions are from face of stud.Reference individual truss drawings for additional connection and bracing information.HEEL HEIGHTTHIS END 1-3-4HEEL HEIGHTTHIS END 0-10-1RAFTER FRAMING OVER FLOOR TRUSSES PER A.705.RIDGE BEAMS TO POST ONTO FLAT TOP OF GIRDER TRUSSES.TJC37TJC37TJC37TJC37THJA26LUS24LUS24LUS24LUS24LUS24LUS24LUS24LUS24LUS24LUS24LUS24TJC37TJC37TJC37TJC37THJA26HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS26HUS26LUS24LUS24HGUS26-2HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS210LUS410LUS410LUS410LUS410LUS410LUS410LUS410LUS410HGUS28-4LUS410LUS410LUS24LUS24LUS26THJA26LUS24LUS24LUS24HUS26HUS26HUS26HGUS210-2VALLEY OVER FRAMINGBY OTHERSREFERENCE SHEETA.705 NOTE 7VALLEY OVER FRAMINGBY OTHERSREFERENCE SHEETA.705 NOTE 7ROOF FRAMING BYOTHERSREFERENCE SHEETA.705NOTE: FRAMER -SEE TRUSSDRAWINGS FORCANTILEVER. DONOT FLIP TRUSSES!D4 Elev (A or B) with (SP or SR), EP, and BR (mirrored) `General Notes:(do not scale this drawing)This is a Truss Placement Plan and is for reference purposes only. Installer is responsibe for proper placement.Exterior dimensions are from face of sheeting.Stubbed trusses and/or raised heels are to exterior face of stud to allow for continuous sheeting.Interior dimensions are from face of stud.Reference individual truss drawings for additional connection and bracing information.HEEL HEIGHTTHIS END 1-3-4HEEL HEIGHTTHIS END 0-10-1RAFTER FRAMING OVER FLOOR TRUSSES PER A.705.RIDGE BEAMS TO POST ONTO FLAT TOP OF GIRDER TRUSSES.TJC37TJC37TJC37TJC37THJA26LUS24LUS24LUS24LUS24LUS24LUS24LUS24LUS24LUS24LUS24LUS24TJC37TJC37TJC37TJC37THJA26HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS26HUS26LUS24LUS24HGUS26-2HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS28HUS210LUS410LUS410LUS410LUS410LUS410LUS410LUS410LUS410HGUS28-4LUS410LUS410LUS24LUS24LUS26THJA26LUS24LUS24LUS24HUS26HUS26HUS26HGUS210-2VALLEY OVER FRAMINGBY OTHERSREFERENCE SHEETA.705 NOTE 7VALLEY OVER FRAMINGBY OTHERSREFERENCE SHEETA.705 NOTE 7ROOF FRAMING BYOTHERSREFERENCE SHEETA.705NOTE: FRAMER -SEE TRUSSDRAWINGS FORCANTILEVER. DONOT FLIP TRUSSES!F-401DBLF-401AGT-406T-407T-408T-409T-433AT-433BT-435T-436T-437HT-300AT-405T-401T-405T-401T-404GT-419BGT-428GT-430GT-430AGT-431GT-420BT-421BT-422BGT-426T-424HT-438HT-438T-427T-427T-427T-427GT-423C-423C-423T-433(4)T-434(2)T-404(9)T-428(2)C-423(8) T-429(2)F-401C(3)F-401(4)F-401B(5)F-401(3)T-431A(6) T-431(2)T-403(5)T-426(5)T-415B(3)34' 4"6' 9 3/4"10 1/4"42' 0" 23' 1"6' 10"12' 1"42' 0" 73' 3"13' 8"14' 5 1/4"28' 4"2' 5"73' 4"8' 10 3/4"13' 9"8' 4 1/2"9' 3"13' 2"8' 5 1/2"1' 4"1' 4"9 1/2"1' 10 1/4"2' 0" 1' 4"1' 4"1' 4"1' 4"1' 4"1' 0 1/2"1' 4"2' 0" 2' 0" 1' 0 3/4"5' 0" 12' 0" F-401DBLF-401AGT-406T-407T-408T-409T-433AT-433BT-435T-436T-437HT-300AT-405T-401T-405T-401T-404GT-419BGT-428GT-430GT-430AGT-431GT-420BT-421BT-422BGT-426T-424HT-438HT-438T-427T-427T-427T-427GT-423C-423C-423T-433(4)T-434(2)T-404(9)T-428(2)C-423(8) T-429(2)F-401C(3)F-401(4)F-401B(5)F-401(3)T-431A(6) T-431(2)T-403(5)T-426(5)T-415B(3)34' 4"6' 9 3/4"10 1/4"42' 0" 23' 1"6' 10"12' 1"42' 0" 73' 3"13' 8"14' 5 1/4"28' 4"2' 5"73' 4"8' 10 3/4"13' 9"8' 4 1/2"9' 3"13' 2"8' 5 1/2"1' 4"1' 4"9 1/2"1' 10 1/4"2' 0" 1' 4"1' 4"1' 4"1' 4"1' 4"1' 0 1/2"1' 4"2' 0" 2' 0" 1' 0 3/4"5' 0" 12' 0" DE DANSCO ENGINEERING, LLC P.O. Box 3400 Apollo Beach, FL 33572 Telephone (813) 645-0166 Facsimile (813) 645-9698 The truss drawing(s) attached have been prepared by Dansco Engineering, LLC under my direct supervision and control based on the parameters provided by Contract Building Components. Job: 1904865-80F 5 truss design(s) 67043-W2 7/30/19 Samuel A. Greenberg, P.E. Ohio Reg. #59715 COA: 02356 Note: Gable end frames with stud lengths exceeding 4’ require permanent bracing. On structural gables, where studs may be made from two or more boards as they cross diagonals, the 4’ length is the distance from the top chord to bottom chord. The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1-2014 Chapter 2. Further, the attached truss designs comply with the letter and intent of the 2019 Ohio Residential Building Code (ORBC). Warning !—Verify design parameters and read notes before use. These designs are based only upon parameters shown, and are for individual building components to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer – not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D’Onofrio Drive, Madison, WI 53719 DE Job # 67043-W2 Dansco Engineering, LLC COA: 02356 7/30/2019 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additionalpermanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-“National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing,Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Job Truss F-401-Cond1 Truss Type FLOOR Qty 7 Ply 1 Job Reference (optional)Run: 8.310 s May 22 2019 Print: 8.310 s May 22 2019 MiTek Industries, Inc. Tue Jul 30 09:50:30 2019 Page 1 Stark Truss, Marysville, Ohio ID:bSkmYHNGKLZiY4ZpeCGwTQzjQkM-olZKhPpaQv29lPa1l2?VO7p?GwgUEllpkpcbC4yswfN Scale = 1:53.4 B1 W2 BL1 T1 W2W2W1W1W2W1W1W3W4W2W3W3W2W3W3 W5W5W6W5W5 T2W412345678910111213141516 252423222120191817 26 3x10 MT18HS FP 1.5x4 1.5x4 1.5x4 3x6 FP 3x4 4x12 3x4 3x5 3x6 4x8 1.5x4 4x10 4x14 4x12 1.5x4 4x10 1.5x4 4x10 3x6 5x12 3x6 1.5x4 6x10 4x10 5x10 MT18HS 9-4-0 9-4-0 22-9-8 13-5-8 31-0-4 8-2-12 2-2-14 2-2-14 2-2-14 2-2-14 2-1-15 1-11-3 1-11-3 1-11-3 1-11-3 0-1-8 1-2-00-1-81-2-0Plate Offsets (X,Y)-- [1:0-1-8,0-0-12], [2:0-2-8,0-1-8], [3:0-1-8,0-0-12], [4:0-5-0,0-1-8], [5:0-1-8,0-1-8], [6:0-7-0,0-1-8], [7:0-1-8,0-0-12], [9:0-5-0,0-1-8], [10:0-1-8,0-0-12], [12:0-1-8,0-1-8], [13:0-2-8,0-1-8], [14:0-1-8,0-0-12], [15:0-4-8,0-1-8], [16:0-1-8,0-0-12], [17:0-3-0,0-3-0], [18:0-3-4,0-3-0], [19:0-3-4,0-1-8], [20:0-4-12,0-1-8], [22:0-6-0,0-1-8], [23:0-4-4,0-1-8], [24:0-2-0,0-1-8], [25:0-1-8,0-1-8], [26:0-1-8,0-0-12] LOADING(psf)TCLLTCDLBCLL BCDL 40.010.00.0 5.0 SPACING-Plate Grip DOLLumber DOLRep Stress Incr Code 1-4-01.001.00NO IRC2018/TPI2014 CSI.TCBCWB Matrix-SH 0.660.560.64 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.39-0.540.03 (loc)19-2019-2017 l/defl>662>478n/a L/d480360n/a PLATES Weight: 136 lb FT = 12%F, 10%E GRIP LUMBER-TOP CHORD2x4 SPF 2100F 1.8E(flat)BOT CHORD2x4 SPF 2100F 1.8E(flat) *Except* B3: 2x4 SPF 1650F 1.5E(flat), B2: 2x4 SP 2400F 2.0E(flat)WEBS2x4 SPF Stud(flat) *Except* W3,W4,W5: 2x4 SPF No.2(flat) [MCT]BRACING-TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORDRigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)23=1978/0-3-8 (min. 0-1-8), 25=-106/Mechanical, 17=945/0-3-8 (min. 0-1-8) Max Uplift25=-335(LC 4)Max Grav23=1978(LC 1), 25=201(LC 3), 17=952(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-177/1659, 3-4=-177/1659, 4-5=0/3877, 5-6=0/3876, 6-7=-569/0, 7-8=-580/0, 8-9=-580/0, 9-10=-3577/0, 10-11=-3577/0, 11-12=-5472/0, 12-13=-5384/0, 13-14=-3316/0, 14-15=-3316/0BOT CHORD24-25=-793/280, 23-24=-2674/0, 22-23=-1432/0, 21-22=0/2263, 20-21=0/2263, 19-20=0/4642, 18-19=0/4519, 17-18=0/1846 WEBS12-19=-691/0, 2-25=-308/870, 2-24=-951/0, 4-24=0/1292, 4-23=-1671/0, 6-23=-2673/0, 6-22=0/2105, 9-22=-1864/0, 9-20=0/1468, 11-20=-1191/0, 11-19=0/913, 13-19=0/970, 13-18=-1341/0, 15-18=0/1637, 15-17=-2041/0 NOTES-(10) 1) Unbalanced floor live loads have been considered for this design.2)All plates are MT20 plates unless otherwise indicated.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) 25=335. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.6) 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 beattached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 560 lb down at 22-9-8 on top chord.The design/selection of such connection device(s) is the responsibility of others.9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).10) WARNING! Property of: Stark Truss Co., Inc.This document not for copy or distribution without prior consent of management. LOAD CASE(S) Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf) Vert: 17-25=-7, 1-16=-67 Continued on page 2 DE Job # 67043-W2 Dansco Engineering, LLC COA: 02356 7/30/2019 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additionalpermanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-“National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing,Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Job Truss F-401-Cond1 Truss Type FLOOR Qty 7 Ply 1 Job Reference (optional)Run: 8.310 s May 22 2019 Print: 8.310 s May 22 2019 MiTek Industries, Inc. Tue Jul 30 09:50:30 2019 Page 2 Stark Truss, Marysville, Ohio ID:bSkmYHNGKLZiY4ZpeCGwTQzjQkM-olZKhPpaQv29lPa1l2?VO7p?GwgUEllpkpcbC4yswfN LOAD CASE(S) StandardConcentrated Loads (lb)Vert: 12=-560(F) DE Job # 67043-W2 Dansco Engineering, LLC COA: 02356 7/30/2019 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additionalpermanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-“National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing,Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Job Truss F-401-Cond2 Truss Type FLOOR Qty 7 Ply 1 Job Reference (optional)Run: 8.310 s May 22 2019 Print: 8.310 s May 22 2019 MiTek Industries, Inc. Tue Jul 30 09:50:30 2019 Page 1 Stark Truss, Marysville, Ohio ID:bSkmYHNGKLZiY4ZpeCGwTQzjQkM-olZKhPpaQv29lPa1l2?VO7pxOwdiEh?pkpcbC4yswfN Scale = 1:53.4 B1 W2 BL1 T1 W2W2W1W1W2W1W1W3W4W2W3W3W2W3W3 W5W5W6W5W5 T2W412345678910111213141516 25 24 23 2221 20 19 18 17 26 3x10 MT18HS FP 1.5x4 1.5x4 1.5x4 3x6 FP 3x4 4x12 3x4 3x5 3x6 4x8 1.5x4 4x10 4x14 4x12 1.5x4 4x10 1.5x4 4x10 3x6 5x12 3x6 1.5x4 6x10 4x10 5x10 MT18HS 9-4-0 9-4-0 22-9-8 13-5-8 31-0-4 8-2-12 2-2-14 2-2-14 2-2-14 2-2-14 2-1-15 1-11-3 1-11-3 1-11-3 1-11-3 0-1-8 1-2-00-1-81-2-0Plate Offsets (X,Y)-- [1:0-1-8,0-0-12], [2:0-2-8,0-1-8], [3:0-1-8,0-0-12], [4:0-5-0,0-1-8], [5:0-1-8,0-1-8], [6:0-7-0,0-1-8], [7:0-1-8,0-0-12], [9:0-5-0,0-1-8], [10:0-1-8,0-0-12], [12:0-1-8,0-1-8], [13:0-2-8,0-1-8], [14:0-1-8,0-0-12], [15:0-4-8,0-1-8], [16:0-1-8,0-0-12], [17:0-3-0,0-3-0], [18:0-3-4,0-3-0], [19:0-3-4,0-1-8], [20:0-4-12,0-1-8], [22:0-6-0,0-1-8], [23:0-4-4,0-1-8], [24:0-2-0,0-1-8], [25:0-1-8,0-1-8], [26:0-1-8,0-0-12] LOADING(psf)TCLLTCDLBCLL BCDL 40.010.00.0 5.0 SPACING-Plate Grip DOLLumber DOLRep Stress Incr Code 2-0-01.001.00NO IRC2018/TPI2014 CSI.TCBCWB Matrix-SH 0.910.740.88 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.51-0.710.04 (loc)19-2019-2017 l/defl>504>364n/a L/d480360n/a PLATES Weight: 136 lb FT = 12%F, 10%E GRIP LUMBER-TOP CHORD2x4 SPF 2100F 1.8E(flat)BOT CHORD2x4 SPF 2100F 1.8E(flat) *Except* B3: 2x4 SPF 1650F 1.5E(flat), B2: 2x4 SP 2400F 2.0E(flat)WEBS2x4 SPF Stud(flat) *Except* W3,W4,W5: 2x4 SPF No.2(flat) [MCT]BRACING-TOP CHORDStructural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals. BOT CHORDRigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)23=2767/0-3-8 (min. 0-1-8), 25=-93/Mechanical, 17=1271/0-3-8 (min. 0-1-8) Max Uplift25=-437(LC 4)Max Grav23=2767(LC 1), 25=319(LC 3), 17=1282(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-345/2198, 3-4=-345/2198, 4-5=0/5234, 5-6=0/5234, 6-7=-871/0, 7-8=-888/0, 8-9=-888/0, 9-10=-4805/0, 10-11=-4805/0, 11-12=-6994/0, 12-13=-6897/0, 13-14=-4377/0, 14-15=-4377/0BOT CHORD24-25=-1044/460, 23-24=-3576/0, 22-23=-1865/0, 21-22=0/3120, 20-21=0/3120, 19-20=0/6096, 18-19=0/5881, 17-18=0/2465 WEBS12-19=-761/0, 5-23=-281/0, 2-25=-505/1146, 2-24=-1268/0, 4-24=0/1779, 4-23=-2348/0, 6-23=-3684/0, 6-22=0/2861, 9-22=-2474/0, 9-20=0/1889, 11-20=-1447/0, 11-19=0/995, 13-19=0/1139, 13-18=-1676/0, 15-18=0/2130, 15-17=-2725/0 NOTES-(10) 1) Unbalanced floor live loads have been considered for this design.2)All plates are MT20 plates unless otherwise indicated.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) 25=437. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.6) 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 beattached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 560 lb down at 22-9-8 on top chord.The design/selection of such connection device(s) is the responsibility of others.9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).10) WARNING! Property of: Stark Truss Co., Inc.This document not for copy or distribution without prior consent of management. LOAD CASE(S) Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf) Vert: 17-25=-10, 1-16=-100 Continued on page 2 DE Job # 67043-W2 Dansco Engineering, LLC COA: 02356 7/30/2019 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additionalpermanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-“National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing,Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Job Truss F-401-Cond2 Truss Type FLOOR Qty 7 Ply 1 Job Reference (optional)Run: 8.310 s May 22 2019 Print: 8.310 s May 22 2019 MiTek Industries, Inc. Tue Jul 30 09:50:30 2019 Page 2 Stark Truss, Marysville, Ohio ID:bSkmYHNGKLZiY4ZpeCGwTQzjQkM-olZKhPpaQv29lPa1l2?VO7pxOwdiEh?pkpcbC4yswfN LOAD CASE(S) StandardConcentrated Loads (lb)Vert: 12=-560(F) DE Job # 67043-W2 Dansco Engineering, LLC COA: 02356 7/30/2019 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additionalpermanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-“National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing,Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Job Truss F-401-Cond3 Truss Type FLOOR Qty 7 Ply 1 Job Reference (optional)Run: 8.310 s May 22 2019 Print: 8.310 s May 22 2019 MiTek Industries, Inc. Tue Jul 30 09:50:30 2019 Page 1 Stark Truss, Marysville, Ohio ID:bSkmYHNGKLZiY4ZpeCGwTQzjQkM-olZKhPpaQv29lPa1l2?VO7p1BwhrEmepkpcbC4yswfN Scale = 1:53.4 B1 W2 BL1 T1 W2W2W1W1W2W1W1W3W4W2W3W3W2W3W3 W5W5W6W5W5 T2W412345678910111213141516 25 24 23 2221 20 19 18 17 26 3x10 MT18HS FP 1.5x4 1.5x4 1.5x4 3x6 FP 3x4 4x12 3x4 3x5 3x6 4x8 1.5x4 4x10 4x14 4x12 1.5x4 4x10 1.5x4 4x10 3x6 5x12 3x6 1.5x4 6x10 4x10 5x10 MT18HS 9-4-0 9-4-0 22-9-8 13-5-8 31-0-4 8-2-12 2-2-14 2-2-14 2-2-14 2-2-14 2-1-15 1-11-3 1-11-3 1-11-3 1-11-3 0-1-8 1-2-00-1-81-2-0Plate Offsets (X,Y)-- [1:0-1-8,0-0-12], [2:0-2-8,0-1-8], [3:0-1-8,0-0-12], [4:0-5-0,0-1-8], [5:0-1-8,0-1-8], [6:0-7-0,0-1-8], [7:0-1-8,0-0-12], [9:0-5-0,0-1-8], [10:0-1-8,0-0-12], [12:0-1-8,0-1-8], [13:0-2-8,0-1-8], [14:0-1-8,0-0-12], [15:0-4-8,0-1-8], [16:0-1-8,0-0-12], [17:0-3-0,0-3-0], [18:0-3-4,0-3-0], [19:0-3-4,0-1-8], [20:0-4-12,0-1-8], [22:0-6-0,0-1-8], [23:0-4-4,0-1-8], [24:0-2-0,0-1-8], [25:0-1-8,0-1-8], [26:0-1-8,0-0-12] LOADING(psf)TCLLTCDLBCLL BCDL 40.010.00.0 5.0 SPACING-Plate Grip DOLLumber DOLRep Stress Incr Code 1-0-01.001.00NO IRC2018/TPI2014 CSI.TCBCWB Matrix-SH 0.530.470.52 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.33-0.460.02 (loc)19-2019-2017 l/defl>785>568n/a L/d480360n/a PLATES Weight: 136 lb FT = 12%F, 10%E GRIP LUMBER-TOP CHORD2x4 SPF 2100F 1.8E(flat)BOT CHORD2x4 SPF 2100F 1.8E(flat) *Except* B3: 2x4 SPF 1650F 1.5E(flat), B2: 2x4 SP 2400F 2.0E(flat)WEBS2x4 SPF Stud(flat) *Except* W3,W4,W5: 2x4 SPF No.2(flat) [MCT]BRACING-TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORDRigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)23=1583/0-3-8 (min. 0-1-8), 25=-112/Mechanical, 17=782/0-3-8 (min. 0-1-8) Max Uplift25=-285(LC 4)Max Grav23=1583(LC 1), 25=142(LC 3), 17=787(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-93/1389, 3-4=-93/1389, 4-5=0/3198, 5-6=0/3197, 6-7=-417/0, 7-8=-426/0, 8-9=-426/0, 9-10=-2962/0, 10-11=-2962/0, 11-12=-4711/0, 12-13=-4628/0, 13-14=-2785/0, 14-15=-2785/0BOT CHORD24-25=-667/190, 23-24=-2223/0, 22-23=-1215/0, 21-22=0/1835, 20-21=0/1835, 19-20=0/3915, 18-19=0/3838, 17-18=0/1537 WEBS12-19=-656/0, 2-25=-209/732, 2-24=-793/0, 4-24=0/1049, 4-23=-1333/0, 6-23=-2167/0, 6-22=0/1727, 9-22=-1559/0, 9-20=0/1258, 11-20=-1063/0, 11-19=0/872, 13-19=0/885, 13-18=-1173/0, 15-18=0/1391, 15-17=-1699/0 NOTES-(10) 1) Unbalanced floor live loads have been considered for this design.2)All plates are MT20 plates unless otherwise indicated.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) 25=285. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.6) 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 beattached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 560 lb down at 22-9-8 on top chord.The design/selection of such connection device(s) is the responsibility of others.9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).10) WARNING! Property of: Stark Truss Co., Inc.This document not for copy or distribution without prior consent of management. LOAD CASE(S) Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf) Vert: 17-25=-5, 1-16=-50 Continued on page 2 DE Job # 67043-W2 Dansco Engineering, LLC COA: 02356 7/30/2019 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additionalpermanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-“National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing,Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Job Truss F-401-Cond3 Truss Type FLOOR Qty 7 Ply 1 Job Reference (optional)Run: 8.310 s May 22 2019 Print: 8.310 s May 22 2019 MiTek Industries, Inc. Tue Jul 30 09:50:30 2019 Page 2 Stark Truss, Marysville, Ohio ID:bSkmYHNGKLZiY4ZpeCGwTQzjQkM-olZKhPpaQv29lPa1l2?VO7p1BwhrEmepkpcbC4yswfN LOAD CASE(S) StandardConcentrated Loads (lb)Vert: 12=-560(F) DE Job # 67043-W2 Dansco Engineering, LLC COA: 02356 7/30/2019 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additionalpermanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-“National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing,Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Job Truss F-401-Cond4 Truss Type FLOOR Qty 7 Ply 1 Job Reference (optional)Run: 8.310 s May 22 2019 Print: 8.310 s May 22 2019 MiTek Industries, Inc. Tue Jul 30 09:50:30 2019 Page 1 Stark Truss, Marysville, Ohio ID:bSkmYHNGKLZiY4ZpeCGwTQzjQkM-olZKhPpaQv29lPa1l2?VO7pxOwdiEh?pkpcbC4yswfN Scale = 1:53.4 B1 W2 BL1 T1 W2W2W1W1W2W1W1W3W4W2W3W3W2W3W3 W5W5W6W5W5 T2W412345678910111213141516 25 24 23 2221 20 19 18 17 26 3x10 MT18HS FP 1.5x4 1.5x4 1.5x4 3x6 FP 3x4 4x12 3x4 3x5 3x6 4x8 1.5x4 4x10 4x14 4x12 1.5x4 4x10 1.5x4 4x10 3x6 5x12 3x6 1.5x4 6x10 4x10 5x10 MT18HS 9-4-0 9-4-0 22-9-8 13-5-8 31-0-4 8-2-12 2-2-14 2-2-14 2-2-14 2-2-14 2-1-15 1-11-3 1-11-3 1-11-3 1-11-3 0-1-8 1-2-00-1-81-2-0Plate Offsets (X,Y)-- [1:0-1-8,0-0-12], [2:0-2-8,0-1-8], [3:0-1-8,0-0-12], [4:0-5-0,0-1-8], [5:0-1-8,0-1-8], [6:0-7-0,0-1-8], [7:0-1-8,0-0-12], [9:0-5-0,0-1-8], [10:0-1-8,0-0-12], [12:0-1-8,0-1-8], [13:0-2-8,0-1-8], [14:0-1-8,0-0-12], [15:0-4-8,0-1-8], [16:0-1-8,0-0-12], [17:0-3-0,0-3-0], [18:0-3-4,0-3-0], [19:0-3-4,0-1-8], [20:0-4-12,0-1-8], [22:0-6-0,0-1-8], [23:0-4-4,0-1-8], [24:0-2-0,0-1-8], [25:0-1-8,0-1-8], [26:0-1-8,0-0-12] LOADING(psf)TCLLTCDLBCLL BCDL 40.010.00.0 5.0 SPACING-Plate Grip DOLLumber DOLRep Stress Incr Code 2-0-01.001.00NO IRC2018/TPI2014 CSI.TCBCWB Matrix-SH 0.910.740.88 DEFL.Vert(LL)Vert(CT)Horz(CT) in-0.51-0.710.04 (loc)19-2019-2017 l/defl>504>364n/a L/d480360n/a PLATES Weight: 136 lb FT = 12%F, 10%E GRIP LUMBER-TOP CHORD2x4 SPF 2100F 1.8E(flat)BOT CHORD2x4 SPF 2100F 1.8E(flat) *Except* B3: 2x4 SPF 1650F 1.5E(flat), B2: 2x4 SP 2400F 2.0E(flat)WEBS2x4 SPF Stud(flat) *Except* W3,W4,W5: 2x4 SPF No.2(flat) [MCT]BRACING-TOP CHORDStructural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals. BOT CHORDRigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)23=2767/0-3-8 (min. 0-1-8), 25=-93/Mechanical, 17=1271/0-3-8 (min. 0-1-8) Max Uplift25=-437(LC 4)Max Grav23=2767(LC 1), 25=319(LC 3), 17=1282(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-345/2198, 3-4=-345/2198, 4-5=0/5234, 5-6=0/5234, 6-7=-871/0, 7-8=-888/0, 8-9=-888/0, 9-10=-4805/0, 10-11=-4805/0, 11-12=-6994/0, 12-13=-6897/0, 13-14=-4377/0, 14-15=-4377/0BOT CHORD24-25=-1044/460, 23-24=-3576/0, 22-23=-1865/0, 21-22=0/3120, 20-21=0/3120, 19-20=0/6096, 18-19=0/5881, 17-18=0/2465 WEBS12-19=-761/0, 5-23=-281/0, 2-25=-505/1146, 2-24=-1268/0, 4-24=0/1779, 4-23=-2348/0, 6-23=-3684/0, 6-22=0/2861, 9-22=-2474/0, 9-20=0/1889, 11-20=-1447/0, 11-19=0/995, 13-19=0/1139, 13-18=-1676/0, 15-18=0/2130, 15-17=-2725/0 NOTES-(10) 1) Unbalanced floor live loads have been considered for this design.2)All plates are MT20 plates unless otherwise indicated.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) 25=437. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.6) 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 beattached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 560 lb down at 22-9-8 on top chord.The design/selection of such connection device(s) is the responsibility of others.9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).10) WARNING! Property of: Stark Truss Co., Inc.This document not for copy or distribution without prior consent of management. LOAD CASE(S) Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf) Vert: 17-25=-10, 1-16=-100 Continued on page 2 DE Job # 67043-W2 Dansco Engineering, LLC COA: 02356 7/30/2019 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additionalpermanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-“National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing,Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Job Truss F-401-Cond4 Truss Type FLOOR Qty 7 Ply 1 Job Reference (optional)Run: 8.310 s May 22 2019 Print: 8.310 s May 22 2019 MiTek Industries, Inc. Tue Jul 30 09:50:30 2019 Page 2 Stark Truss, Marysville, Ohio ID:bSkmYHNGKLZiY4ZpeCGwTQzjQkM-olZKhPpaQv29lPa1l2?VO7pxOwdiEh?pkpcbC4yswfN LOAD CASE(S) StandardConcentrated Loads (lb)Vert: 12=-560(F) DE Job # 67043-W2 Dansco Engineering, LLC COA: 02356 7/30/2019 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additionalpermanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-“National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing,Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Job Truss F-401A Truss Type FLOOR Qty 1 Ply 1 Job Reference (optional)Run: 8.310 s May 22 2019 Print: 8.310 s May 22 2019 MiTek Industries, Inc. Tue Jul 30 09:50:31 2019 Page 1 Stark Truss, Marysville, Ohio ID:bSkmYHNGKLZiY4ZpeCGwTQzjQkM-Gy6iulpCACA0NY9DIlXkxKM8bKytzAyzyTM9lWyswfM Scale = 1:50.3 B1 W2 BL1 T1 W2W2W1W1W2W1W1W2W3W5W5W2W5W5W2 W6W6W2W6W6W5 W4 B2 T21234567891011121314151617 27 26 2524 2322 21 20 19 18 28 3x6 FP 3x6 FP 3x4 4x5 4x8 3x4 3x4 3x6 3x5 4x8 3x5 4x8 4x8 3x10 3x5 4x8 4x8 3x6 4x12 4x10 9-4-09-4-0 10-1-100-9-10 10-11-4 0-9-10 11-0-120-1-8 11-2-4 0-1-8 12-5-12 1-3-8 13-9-41-3-8 22-8-08-10-12 22-9-80-1-8 31-0-48-2-12 2-2-14 2-2-14 2-2-14 2-2-14 1-7-4 0-5-1 2-1-15 1-11-3 1-11-3 1-11-3 1-11-3 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [6:0-3-0,Edge], [7:0-3-4,Edge], [10:0-3-12,Edge], [12:0-2-4,Edge], [19:0-2-12,Edge], [21:0-3-12,Edge], [23:0-5-4,Edge], [24:0-2-0,Edge],[26:0-2-0,Edge], [28:0-1-8,0-0-12] LOADING(psf) TCLLTCDLBCLLBCDL 40.010.00.05.0 SPACING- Plate Grip DOLLumber DOLRep Stress IncrCode 1-4-0 1.001.00NOIRC2018/TPI2014 CSI. TCBCWBMatrix-SH 0.810.800.71 DEFL. Vert(LL)Vert(CT)Horz(CT) in -0.38-0.520.03 (loc) 20-2120-2118 l/defl >629>459n/a L/d 480360n/a PLATES MT20 Weight: 120 lb FT = 12%F, 10%E GRIP 197/144 LUMBER-TOP CHORD2x4 SPF No.2(flat) *Except* T1: 2x4 SPF 1650F 1.5E(flat) BOT CHORD2x4 SPF No.2(flat) *Except* B2: 2x4 SPF 1650F 1.5E(flat)WEBS2x4 SPF Stud(flat) *Except* W5: 2x4 SPF No.2(flat) BRACING-TOP CHORDStructural wood sheathing directly applied or 4-9-13 oc purlins, exceptend verticals. BOT CHORDRigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)24=1880/0-3-8 (min. 0-1-8), 27=73/Mechanical, 18=865/0-3-8 (min. 0-1-8) Max Uplift27=-197(LC 4)Max Grav24=1880(LC 1), 27=289(LC 3), 18=879(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-569/1050, 3-4=-569/1050, 4-5=0/2534, 5-6=0/2534, 6-7=0/3491, 7-8=0/800, 8-9=0/800, 9-10=0/800, 10-11=-2690/0, 11-12=-2690/0, 12-13=-4558/0, 13-14=-4563/0, 14-15=-2871/0, 15-16=-2871/0BOT CHORD26-27=-486/476, 25-26=-1756/261, 24-25=-3445/0, 23-24=-2956/0, 22-23=0/1221, 21-22=0/1221, 20-21=0/3783, 19-20=0/3839, 18-19=0/1606 WEBS13-20=-696/0, 6-24=-733/0, 2-27=-522/534, 2-26=-619/102, 4-26=0/861, 4-25=-1246/0, 6-25=0/1320, 12-20=0/887, 12-21=-1240/0, 10-21=0/1655, 10-23=-2009/0, 14-20=0/811, 14-19=-1092/0, 16-19=0/1428, 16-18=-1796/0, 7-23=0/2384, 7-24=-1253/0 NOTES-(10) 1) Unbalanced floor live loads have been considered for this design.2) All plates are 1.5x4 MT20 unless otherwise indicated.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) 27=197. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referencedstandard ANSI/TPI 1.6) 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 560 lb down at 22-9-8 on top chord.The design/selection of such connection device(s) is the responsibility of others.9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) WARNING! Property of: Stark Truss Co., Inc.This document not for copy or distribution without prior consent of management. LOAD CASE(S) Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf) Vert: 18-27=-7, 1-17=-67 Continued on page 2 DE Job # 67043-W2 Dansco Engineering, LLC COA: 02356 7/30/2019 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additionalpermanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-“National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing,Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Job Truss F-401A Truss Type FLOOR Qty 1 Ply 1 Job Reference (optional)Run: 8.310 s May 22 2019 Print: 8.310 s May 22 2019 MiTek Industries, Inc. Tue Jul 30 09:50:31 2019 Page 2 Stark Truss, Marysville, Ohio ID:bSkmYHNGKLZiY4ZpeCGwTQzjQkM-Gy6iulpCACA0NY9DIlXkxKM8bKytzAyzyTM9lWyswfM LOAD CASE(S) StandardConcentrated Loads (lb)Vert: 13=-560(F) DE Job # 67043-W2 Dansco Engineering, LLC COA: 02356 7/30/2019 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additionalpermanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-“National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing,Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Job Truss F-401B-Cond1 Truss Type FLOOR Qty 5 Ply 1 Job Reference (optional)Run: 8.310 s May 22 2019 Print: 8.310 s May 22 2019 MiTek Industries, Inc. Tue Jul 30 09:50:32 2019 Page 1 Stark Truss, Marysville, Ohio ID:bSkmYHNGKLZiY4ZpeCGwTQzjQkM-k8g465qqxWIt?ikPsT2zUYvLkkHmie66B65iHyyswfL Scale = 1:35.6 B1 W2 BL1 T1 W2W3W1W1W2W1W1W2 W4 W4W2W4 W4W1 B2 T2123456789101112 19 1817 16 15 14 13 20 3x10 MT18HS FP 3x4 1.5x4 1.5x4 3x6 FP3x4 3x6 3x8 3x41.5x4 3x5 3x41.5x4 3x8 3x4 1.5x4 3x8 3x8 3x6 3x8 0-1-12 0-1-12 4-7-0 4-5-4 10-10-4 6-3-4 13-7-4 2-9-0 21-10-0 8-2-12 2-2-1 2-1-15 1-11-3 1-11-3 1-11-3 1-11-3 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:0-1-8,0-1-8], [2:0-3-8,0-1-8], [3:0-1-8,0-0-12], [5:0-1-8,0-0-12], [7:0-1-8,0-1-8], [10:0-1-8,0-0-12], [12:0-1-8,0-0-12], [14:0-2-12,0-1-8], [18:0-3-8,0-1-8],[20:0-1-8,0-0-12] LOADING(psf) TCLLTCDLBCLLBCDL 40.010.00.05.0 SPACING- Plate Grip DOLLumber DOLRep Stress IncrCode 1-4-0 1.001.00NOIRC2018/TPI2014 CSI. TCBCWBMatrix-SH 0.660.890.65 DEFL. Vert(LL)Vert(CT)Horz(CT) in -0.49-0.690.10 (loc) 15-1615-1613 l/defl >523>375n/a L/d 480360n/a PLATES Weight: 85 lb FT = 12%F, 10%E GRIP LUMBER-TOP CHORD2x4 SPF No.2(flat)BOT CHORD2x4 SPF 1650F 1.5E(flat) WEBS2x4 SPF Stud(flat) [MCT]BRACING-TOP CHORDStructural wood sheathing directly applied or 5-6-15 oc purlins, exceptend verticals. BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)19=804/0-3-8 (min. 0-1-8), 13=995/0-3-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-2790/0, 3-4=-2790/0, 4-5=-4102/0, 5-6=-4102/0, 6-7=-4018/0, 7-8=-4019/0, 8-9=-2711/0, 9-10=-2711/0, 10-11=-2711/0BOT CHORD18-19=0/1603, 17-18=0/3608, 16-17=0/3608, 15-16=0/4227, 14-15=0/3495, 13-14=0/1697WEBS2-19=-1760/0, 4-16=0/545, 4-18=-904/0, 8-15=0/587, 8-14=-884/0, 11-14=0/1144, 11-13=-1894/0, 2-18=0/1310 NOTES-(7) 1)All plates are MT20 plates unless otherwise indicated.2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referencedstandard ANSI/TPI 1. 3) 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.4) CAUTION, Do not erect truss backwards.5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 220 lb down at 20-6-0 on top chord.The design/selection of such connection device(s) is the responsibility of others. 6)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) WARNING! Property of: Stark Truss Co., Inc.This document not for copy or distribution without prior consent of management. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-19=-7, 1-12=-67Concentrated Loads (lb) Vert: 21=-220(F) DE Job # 67043-W2 Dansco Engineering, LLC COA: 02356 7/30/2019 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additionalpermanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-“National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing,Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Job Truss F-401B-Cond2 Truss Type FLOOR Qty 5 Ply 1 Job Reference (optional)Run: 8.310 s May 22 2019 Print: 8.310 s May 22 2019 MiTek Industries, Inc. Tue Jul 30 09:50:32 2019 Page 1 Stark Truss, Marysville, Ohio ID:bSkmYHNGKLZiY4ZpeCGwTQzjQkM-k8g465qqxWIt?ikPsT2zUYvLkkHmie66B65iHyyswfL Scale = 1:35.6 B1 W2 BL1 T1 W2W3W1W1W2W1W1W2 W4 W4W2W4 W4W1 B2 T2123456789101112 19 1817 16 15 14 13 20 3x10 MT18HS FP 3x4 1.5x4 1.5x4 3x6 FP3x4 3x6 3x8 3x41.5x4 3x5 3x41.5x4 3x8 3x4 1.5x4 3x8 3x8 3x6 3x8 0-1-12 0-1-12 4-7-0 4-5-4 10-10-4 6-3-4 13-7-4 2-9-0 21-10-0 8-2-12 2-2-1 2-1-15 1-11-3 1-11-3 1-11-3 1-11-3 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:0-1-8,0-1-8], [2:0-3-8,0-1-8], [3:0-1-8,0-0-12], [5:0-1-8,0-0-12], [7:0-1-8,0-1-8], [10:0-1-8,0-0-12], [12:0-1-8,0-0-12], [14:0-2-12,0-1-8], [18:0-3-8,0-1-8],[20:0-1-8,0-0-12] LOADING(psf) TCLLTCDLBCLLBCDL 40.010.00.05.0 SPACING- Plate Grip DOLLumber DOLRep Stress IncrCode 1-4-0 1.001.00NOIRC2018/TPI2014 CSI. TCBCWBMatrix-SH 0.660.890.65 DEFL. Vert(LL)Vert(CT)Horz(CT) in -0.49-0.690.10 (loc) 15-1615-1613 l/defl >523>375n/a L/d 480360n/a PLATES Weight: 85 lb FT = 12%F, 10%E GRIP LUMBER-TOP CHORD2x4 SPF No.2(flat)BOT CHORD2x4 SPF 1650F 1.5E(flat) WEBS2x4 SPF Stud(flat) [MCT]BRACING-TOP CHORDStructural wood sheathing directly applied or 5-6-15 oc purlins, exceptend verticals. BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)19=804/0-3-8 (min. 0-1-8), 13=995/0-3-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-2790/0, 3-4=-2790/0, 4-5=-4102/0, 5-6=-4102/0, 6-7=-4018/0, 7-8=-4019/0, 8-9=-2711/0, 9-10=-2711/0, 10-11=-2711/0BOT CHORD18-19=0/1603, 17-18=0/3608, 16-17=0/3608, 15-16=0/4227, 14-15=0/3495, 13-14=0/1697WEBS2-19=-1760/0, 4-16=0/545, 4-18=-904/0, 8-15=0/587, 8-14=-884/0, 11-14=0/1144, 11-13=-1894/0, 2-18=0/1310 NOTES-(7) 1)All plates are MT20 plates unless otherwise indicated.2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referencedstandard ANSI/TPI 1. 3) 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.4) CAUTION, Do not erect truss backwards.5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 220 lb down at 20-6-0 on top chord.The design/selection of such connection device(s) is the responsibility of others. 6)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) WARNING! Property of: Stark Truss Co., Inc.This document not for copy or distribution without prior consent of management. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-19=-7, 1-12=-67Concentrated Loads (lb) Vert: 21=-220(F) DE Job # 67043-W2 Dansco Engineering, LLC COA: 02356 7/30/2019 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additionalpermanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-“National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing,Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Job Truss F-401C Truss Type Floor Qty 3 Ply 1 Job Reference (optional)Run: 8.310 s May 22 2019 Print: 8.310 s May 22 2019 MiTek Industries, Inc. Tue Jul 30 09:50:32 2019 Page 1 Stark Truss, Marysville, Ohio ID:bSkmYHNGKLZiY4ZpeCGwTQzjQkM-k8g465qqxWIt?ikPsT2zUYvUhkTginY6B65iHyyswfL Scale = 1:10.7 B1 W1 BL1 W1 T1 W2 W2 W1 W2 W2 12345 8 7 6 9 1x3 1x3 3x5 1x3 3x4 3x4 3x5 1x3 3x4 5-10-4 5-10-4 1-4-1 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [6:0-2-0,Edge] LOADING(psf) TCLL TCDLBCLLBCDL 40.0 10.00.05.0 SPACING- Plate Grip DOL Lumber DOLRep Stress IncrCode 2-0-0 1.00 1.00YESIRC2018/TPI2014 CSI. TC BCWBMatrix-P 0.09 0.130.11 DEFL. Vert(LL) Vert(CT)Horz(CT) in -0.01 -0.010.00 (loc) 7 6-76 l/defl >999 >999n/a L/d 480 360n/a PLATES MT20 Weight: 25 lb FT = 12%F, 10%E GRIP 197/144 LUMBER- TOP CHORD2x4 SPF No.2(flat)BOT CHORD2x4 SPF No.2(flat)WEBS2x4 SPF Stud(flat) BRACING- TOP CHORDStructural wood sheathing directly applied or 5-10-4 oc purlins, exceptend verticals.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=305/0-3-8 (min. 0-1-8), 8=312/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD2-3=-442/0, 3-4=-442/0 BOT CHORD7-8=0/329, 6-7=0/337 WEBS2-8=-410/0, 4-6=-410/0 NOTES-(5) 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.3) 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 beattached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) WARNING! Property of: Stark Truss Co., Inc.This document not for copy or distribution without prior consent of management. LOAD CASE(S) Standard DE Job # 67043-W2 Dansco Engineering, LLC COA: 02356 7/30/2019 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additionalpermanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-“National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing,Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Job Truss F-401DBL Truss Type FLOOR Qty 1 Ply 2 Job Reference (optional)Run: 8.310 s May 22 2019 Print: 8.310 s May 22 2019 MiTek Industries, Inc. Tue Jul 30 09:50:33 2019 Page 1 Stark Truss, Marysville, Ohio ID:bSkmYHNGKLZiY4ZpeCGwTQzjQkM-CKESJRrSiqQkdsJcQAZC0lRdc8klR83FQmrFpPyswfK Scale = 1:35.6 B1 W2 BL1 T1 W2W3W1W1W2W1W1W2 W4 W4W2W4 W4W1 B2 T2123456789101112 19 1817 16 15 14 13 20 3x10 MT18HS FP 3x4 1.5x4 1.5x4 3x6 FP3x4 3x5 3x5 3x41.5x4 3x5 3x41.5x4 3x8 3x4 1.5x4 3x6 3x5 3x5 3x8 0-1-12 0-1-12 4-7-0 4-5-4 10-10-4 6-3-4 13-7-4 2-9-0 21-10-0 8-2-12 2-2-1 2-1-15 1-11-3 1-11-3 1-11-3 1-11-3 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [2:0-2-0,Edge], [11:0-2-4,Edge], [13:0-2-0,Edge], [14:0-1-12,Edge], [19:0-2-0,Edge], [20:0-1-8,0-0-12] LOADING(psf) TCLL TCDLBCLLBCDL 40.0 10.00.05.0 SPACING- Plate Grip DOL Lumber DOLRep Stress IncrCode 2-0-0 1.00 1.00YESIRC2018/TPI2014 CSI. TC BCWBMatrix-SH 0.20 0.390.47 DEFL. Vert(LL) Vert(CT)Horz(CT) in -0.32 -0.450.06 (loc) 15-16 15-1613 l/defl >809 >579n/a L/d 480 360n/a PLATES MT20 MT18HS Weight: 169 lb FT = 12%F, 10%E GRIP 197/144 197/144 LUMBER- TOP CHORD2x4 SPF 1650F 1.5E(flat)BOT CHORD2x4 SPF 2100F 1.8E(flat)WEBS2x4 SPF Stud(flat) BRACING- TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, exceptend verticals.BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)19=1187/0-3-8 (min. 0-1-8), 13=1181/0-3-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD2-3=-4103/0, 3-4=-4103/0, 4-5=-5992/0, 5-6=-5992/0, 6-7=-5787/0, 7-8=-5789/0, 8-9=-3773/0, 9-10=-3773/0, 10-11=-3773/0 BOT CHORD18-19=0/2365, 17-18=0/5294, 16-17=0/5294, 15-16=0/6145, 14-15=0/4965, 13-14=0/2138WEBS2-19=-2596/0, 6-15=-393/0, 4-16=0/770, 4-18=-1315/0, 8-15=0/923, 8-14=-1345/0, 11-14=0/1844, 11-13=-2391/0, 2-18=0/1920 NOTES-(6) 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)All plates are MT20 plates unless otherwise indicated.3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 to beattached to walls at their outer ends or restrained by other means.5) CAUTION, Do not erect truss backwards.6) WARNING! Property of: Stark Truss Co., Inc.This document not for copy or distribution without prior consent of management. LOAD CASE(S) Standard ATTACH 2-PLY TRUSS USING SIMPSON SDW22634 SCREWS @ 24" OC THROUGHOUT TOP CHORD AND (1) SCREW INTO VERTICAL MEMBERS. KEEP 4" END DISTANCE AND LOCATE SCREWS ALONG MEMBER CENTERLINES.