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HomeMy WebLinkAbout42230029 - GR2 83 - Truss DetailsDE 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 Stark Truss Inc. Job: 2107048-12T 26 truss design(s) 86706-W1 09/13/2021 Samuel A. Greenberg, P.E. Indiana Reg. #19700485 Indiana Residential Building Code 2020 based on IRC 2018 with Indiana specific amendments. 675 IAC 14-4.4-81 Section R802.10.1; truss design drawings, R802.10.1; truss design drawings shall be provided to the building official as required by the General Administrative Rules (675 IAC 12) for Class 1 structures or by local ordinance for Class 2 structures. 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. 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 # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =1.5x4 =3x6 =4x4 =6x6 =6x12 =3x4 =1.5x4 =4x10 =3x4 =3x4 =4x8 =4x6 =6x8 =3x4 13 12 11 10 9 1 16 15 20 14 2 8 741735 18 19 6 T1 T2 T3 T4 W12W1B1 B2 B3 B4 W3 W4 W7 W6 W8 W11 W10 W9W2 W5 1-1-0 7-7-0 1-4-12 -1-4-12 0-10-12 22-4-12 2-7-0 2-7-0 3-11-0 6-6-0 6-5-0 14-0-0 7-6-0 21-6-0 1-2-12 7-8-12 2-5-4 2-5-4 4-0-12 6-6-0 6-1-8 13-10-4 7-7-12 21-6-06-4-00-10-122-7-00-11-40-1-110-11-42-0-92-11-130-1-113-1-83-2-86-4-0Scale = 1:47.1 Plate Offsets (X, Y):[7:Edge,0-3-13], [14:0-2-12,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL)-0.09 9-10 >999 240 MT20 197/144 Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.42 Vert(CT)-0.18 9-10 >997 180 TCDL 10.0 Rep Stress Incr NO WB 0.18 Horz(CT)0.00 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight: 99 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B2:2x4 SPF Stud WEBS 2x4 SPF Stud *Except* W11:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)9=558/0-6-0, (min. 0-1-8), 13=920/0-6-0, (min. 0-1-9), 16=316/0-4-0, (min. 0-1-8) Max Horiz 16=142 (LC 11) Max Uplift 9=-104 (LC 92), 13=-272 (LC 12), 16=-147 (LC 12) Max Grav 9=635 (LC 61), 13=1003 (LC 39), 16=417 (LC 39) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-261/175, 5-18=-542/85, 6-18=-421/110, 6-19=-421/106, 7-19=-524/81, 7-9=-563/143, 2-16=-403/157 BOT CHORD 13-14=-1014/254, 4-14=-259/136 WEBS 3-14=-280/165, 12-14=-48/417, 5-14=-700/154, 7-10=0/328, 5-10=-7/270, 2-15=-153/251 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at joint 16, 272 lb uplift at joint 13 and 104 lb uplift at joint 9. 9)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. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 lb down and 115 lb up at 3-1-0, and 61 lb down and 49 lb up at 5-1-12,and 61 lb down and 49 lb up at 6-11-0 on top chord, and 62 lb down and 55 lb up at 3-1-0, and 19 lb down and 28 lb up at 5-1-12, and 19 lb down and 28 lb up at 7-1-12 onbottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-51, 2-3=-51, 3-5=-61, 5-6=-51, 6-7=-51, 7-8=-51, 14-16=-20, 9-13=-20 Concentrated Loads (lb) Vert: 3=-2, 4=-29, 15=-16, 14=-19, 17=-29, 20=-19 Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 G01 1 12107048-12T Roof Special Girder Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:5AdMZDyOy_HgrlzGX7BiW2ycLjT-?bYLYuMZH3b3kckCpyC2?Yi0GEj4qiOT_FOvGfye4?R DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =MT18HS 5x12 =5x6 =8x8 =3x5 =4x4 =8x8 =3x5 =8x8 =5x6 =MT18HS 5x12 12 15 16 11 17 18 10 19 20 9 21 22 8 1 7 62 1413 53 4 T1 T1 W1 W1 B1 B1 W5 W4 W3W4W3 W2 W2 0-10-12 -0-10-12 0-10-12 20-4-12 3-9-10 13-6-10 3-9-10 9-9-0 5-11-6 5-11-6 5-11-6 19-6-0 4-8-12 9-9-0 4-8-12 14-5-12 5-0-4 19-6-0 5-0-4 5-0-42-7-07-5-8Scale = 1:39.6 Plate Offsets (X, Y):[2:0-2-11,0-2-8], [6:0-2-11,0-2-8], [8:0-5-8,Edge], [9:0-4-0,0-4-12], [10:0-4-0,0-4-8], [11:0-4-0,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL)-0.06 11-12 >999 240 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.80 Vert(CT)-0.12 9-10 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.89 Horz(CT)0.02 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight: 222 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)8=4233/0-6-0, (min. 0-3-9), 12=4754/0-6-0, (min. 0-3-12) Max Horiz 12=155 (LC 11) Max Uplift 8=-724 (LC 13), 12=-727 (LC 12) Max Grav 8=4575 (LC 2), 12=4786 (LC 19) 2 2FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-4440/680, 3-13=-4307/696, 3-4=-3854/673, 4-5=-3854/673, 5-14=-4319/705, 6-14=-4452/689, 2-12=-3947/646,6-8=-3961/653 BOT CHORD 11-17=-575/3796, 17-18=-575/3796, 10-18=-575/3796, 10-19=-563/3803, 19-20=-563/3803, 9-20=-563/3803 WEBS 4-10=-534/3193, 5-10=-731/225, 5-9=-95/623, 3-10=-886/216, 3-11=-83/780, 2-11=-562/4116, 6-9=-570/4138 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc.2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided todistribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6)Unbalanced snow loads have been considered for this design. 7)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 727 lb uplift at joint 12 and 724 lb uplift at joint 8. 11)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. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1002 lb down and 117 lb up at 1-6-12, 1096 lb down and 131 lb up at 3-6-12, 847 lb down and 136 lb up at 5-6-12, 847 lb down and 136 lb up at 7-6-12, 847 lb down and 136 lb up at 9-6-12, 847 lb down and 136 lb up at 11-6-12, 847 lb down and 136 lb up at 13-6-12, and 847 lb down and 136 lb up at 15-6-12, and 847 lb down and 136 lb up at 17-6-12 on bottom chord. The design/selection of such connectiondevice(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 G02 1 22107048-12T Common Girder Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:av7iqKngYMiQOVRo31h2xNycLSw-?bYLYuMZH3b3kckCpyC2?Yi3AEd7qXJT_FOvGfye4?R Continued on page 2 DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. Uniform Loads (lb/ft) Vert: 1-2=-51, 2-4=-51, 4-6=-51, 6-7=-51, 8-12=-20 Concentrated Loads (lb) Vert: 10=-775, 15=-1002, 16=-1096, 17=-775, 18=-775, 19=-775, 20=-775, 21=-775, 22=-775 Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 G02 1 22107048-12T Common Girder Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 2 ID:av7iqKngYMiQOVRo31h2xNycLSw-?bYLYuMZH3b3kckCpyC2?Yi3AEd7qXJT_FOvGfye4?R DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =2x4 =2x4 =3x4 =4x4 =2x4 =2x4 21 20 19 18 17 16 15 14 13 12 111 102 3 92522 23 24 4 8 5 7 6 W1 T1 T1 W1 B1 B2 ST4 ST3 ST2 ST1 ST3 ST2 ST1 0-10-12 15-10-12 0-10-12 -0-10-12 7-6-0 7-6-0 7-6-0 15-0-0 15-0-02-7-06-4-0Scale = 1:34.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight: 76 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS All bearings 15-0-0. (lb) -Max Horiz 21=-144 (LC 14) Max Uplift All uplift 100 (lb) or less at joint(s) 14, 15, 17, 18 except 12=-124 (LC 13), 13=-115 (LC 12), 20=-118 (LC 13), 21=-128 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 12, 13, 14, 15, 16, 17, 18, 20, 21 4 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-74/251, 6-7=-74/251 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CCorner(3E) -0-10-12 to 2-1-4, Exterior(2N) 2-1-4 to 7-6-0, Corner(3R) 7-6-0 to 10-6-0, Exterior(2N) 10-6-0 to 15-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 7)All plates are 1.5x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10)Gable studs spaced at 2-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 21=127, 12=124, 20=118,13=115. 13)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 GE01 1 12107048-12T Common Supported Gable Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:ub0jnhiDvtOneVVC9?cth4ycOx4-XO_zKYLxWmTC7S90FEhpTKA2hqT_5HOKlbfLjCye4?S DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =3x4 =3x4 =5x6 =4x6 =5x8 =3x4 =3x4 =3x4 17 16 15 14 13 12 11 10 9 1 2 8 27 7 32 3 6 28 314 29 30 5 T2 T1 T3 W1 W6 B1 B2 W2 W3 W4 W3 W2 W5 ST5ST3 ST4ST2 ST1 ST5 ST3 0-10-12 -0-10-12 0-10-12 22-10-12 4-0-0 22-0-0 6-0-0 12-0-0 6-0-0 18-0-0 6-0-0 6-0-0 0-11-12 12-0-0 4-0-0 22-0-0 5-0-4 11-0-4 6-0-0 18-0-0 6-0-0 6-0-01-7-02-7-07-7-0Scale = 1:42.9 Plate Offsets (X, Y):[4:0-3-0,0-3-0], [11:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL)-0.03 10-11 >999 240 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.26 Vert(CT)-0.07 10-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.27 Horz(CT)0.01 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight: 122 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:6-0-0 oc bracing: 9-10. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 11-2-0. except 9=0-6-0, 12=0-3-8 (lb) -Max Horiz 17=163 (LC 15) Max Uplift All uplift 100 (lb) or less at joint(s) 12, 14 except 9=-125 (LC 17), 17=-134 (LC 16) Max Grav All reactions 250 (lb) or less at joint(s) 12, 13, 15, 16 except 9=666 (LC 2), 14=713 (LC 2), 17=278 (LC 2) 5 5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-28=-419/173, 4-28=-367/180, 4-29=-338/186, 5-29=-330/202, 5-30=-330/199, 30-31=-335/182, 6-31=-415/170, 6-32=-448/167, 7-32=-539/153, 2-17=-257/181, 7-9=-640/212 BOT CHORD 10-11=-105/452 WEBS 3-14=-664/159, 3-11=0/297, 7-10=-102/534 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-10-12 to 2-1-4, Interior (1) 2-1-4 to 12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior (1) 15-0-0 to 22-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 7)All plates are 1.5x4 MT20 unless otherwise indicated. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 12 except (jt=lb) 17=134, 9=124. 11)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 GE02 1 12107048-12T Common Structural Gable Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:Mc9NhTLqgsxPtUTCCvX3o2ycOwG-?bYLYuMZH3b3kckCpyC2?Yi7EElaqg_T_FOvGfye4?R DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =2x4 =2x4 =4x4 =2x4 =2x4 16 15 14 13 12 11 10 1 9 2 8 17 20 3 71819 4 6 5 W1 T1 T1 W1 B1 ST3 ST2 ST1 ST2 ST1 0-10-12 -0-10-12 0-10-12 12-2-12 5-8-0 5-8-0 5-8-0 11-4-0 11-4-02-7-05-5-0Scale = 1:30.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight: 56 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS All bearings 11-4-0. (lb) -Max Horiz 16=-132 (LC 14) Max Uplift All uplift 100 (lb) or less at joint(s) 11, 12, 14, 15 except 10=-101 (LC 13), 16=-103 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 10, 11, 12, 13, 14, 15, 16 6 6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -0-10-12 to 2-1-4, Exterior(2N) 2-1-4 to 5-8-0, Corner(3R) 5-8-0 to 8-8-0, Exterior(2N) 8-8-0 to 12-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 7)All plates are 1.5x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10)Gable studs spaced at 2-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 12, 11 except (jt=lb) 16=103, 10=101. 13)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 GE03 1 12107048-12T Common Supported Gable Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:BDSnpv?GGFQNWBKpZ11Vf8ycOwi-?bYLYuMZH3b3kckCpyC2?YiCbEoDqj6T_FOvGfye4?R DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =3x4 =2x4 =4x4 =4x4 =3x4 =2x4 25 24 23 22 2120 19 18 17 16 15 14 1 13 122 1132629 104 282795 86 7 W1 T1 T1 W1 B1 B2 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 0-10-12 -0-10-12 0-10-12 20-4-12 9-9-0 9-9-0 9-9-0 19-6-0 19-6-02-7-07-5-8Scale = 1:39.6 Plate Offsets (X, Y):[21:0-2-0,0-1-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL)n/a -n/a 999 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.18 Horz(CT)0.00 14 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight: 103 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 19-6-0. (lb) -Max Horiz 25=158 (LC 15) Max Uplift All uplift 100 (lb) or less at joint(s) 16, 17, 18, 20, 22, 23 except 14=-124 (LC 13), 15=-122 (LC 12), 24=-126 (LC 13), 25=-129 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 14, 15, 16, 17, 18, 19,20, 22, 23, 24, 25 7 7FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-88/282, 7-8=-88/282 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -0-10-12 to 2-1-4, Exterior(2N) 2-1-4 to 9-9-0, Corner(3R) 9-9-0 to 12-9-0, Exterior(2N) 12-9-0 to 20-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads.7)All plates are 1.5x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10)Gable studs spaced at 2-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 22, 23, 18, 17, 16 except (jt=lb) 25=128, 14=124, 24=125, 15=121. 13)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 GE04 1 12107048-12T Common Supported Gable Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:3_iIfG2nJUwp?oeaot6Rp_ycOwe-XO_zKYLxWmTC7S90FEhpTKA1NqTq5G8KlbfLjCye4?S DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 6 12 =3x5 =3x4 1 11 5 2 3 10 4 T1 B1 HW1 0-11-12 -0-11-12 3-0-0 3-0-0 3-0-02-3-130-8-42-2-4Scale = 1:20 Plate Offsets (X, Y):[2:0-2-0,0-0-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)0.01 5-8 >999 240 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.12 Vert(CT)0.01 5-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (lb/size)2=162/0-4-0, (min. 0-1-8), 4=62/ Mechanical, (min. 0-1-8),5=34/ Mechanical, (min. 0-1-8) Max Horiz 2=77 (LC 16) Max Uplift 2=-27 (LC 16), 4=-46 (LC 16), 5=-16 (LC 13) Max Grav 2=229 (LC 23), 4=90 (LC 23), 5=51 (LC 7) 8 8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-11-12 to 2-0-4, Interior (1) 2-0-4 to 2-11-4 zone; cantilever left exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 4, 27 lb uplift at joint 2 and 16 lb uplift at joint 5. 8)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 J01 3 12107048-12T Jack-Open Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:HVzprs3OgR6_TFodkirxyEz194E-Tn6jlENB2NjwMmJPMfkHYlFNpd8?ZBScCv8So5ye4?Q DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 6 12 =1.5x4 =1.5x4 1 5 4 2 3 T1 W1 B1 0-10-15 0-10-15 0-11-12 -0-11-12 0-1-12 0-1-12 0-9-3 0-10-151-3-40-8-41-1-12Scale = 1:24.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL)n/a -n/a 999 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight: 4 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)3=-12/ Mechanical, (min. 0-1-8), 4=-4/ Mechanical, (min. 0-1-8), 5=126/0-4-0, (min. 0-1-8) Max Horiz 5=30 (LC 13) Max Uplift 3=-42 (LC 22), 4=-12 (LC 22), 5=-36 (LC 16) Max Grav 3=6 (LC 12), 4=10 (LC 7), 5=175 (LC 22) 9 9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 5, 12 lb uplift at joint 4 and 42 lb uplift at joint 3. 9)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 J02 1 12107048-12T Jack-Open Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:tgmH0bxsA6oCo?vEcQym4Gz_5Of-Tn6jlENB2NjwMmJPMfkHYlFOId9PZBScCv8So5ye4?Q DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 4.2412 =3x8 1 5 489 2 6 7 3 W1 T1 B1 1-11-11 -1-11-11 3-6-5 3-6-5 3-6-52-3-10-10-122-1-12Scale = 1:17.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)0.01 4-5 >999 240 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.20 Vert(CT)0.02 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(CT)-0.02 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)3=17/ Mechanical, (min. 0-1-8), 4=7/ Mechanical, (min. 0-1-8), 5=133/0-3-8, (min. 0-1-8) Max Horiz 5=61 (LC 16) Max Uplift 3=-29 (LC 18), 4=-20 (LC 9), 5=-153 (LC 8) Max Grav 3=43 (LC 19), 4=43 (LC 7), 5=241 (LC 19) 10 10FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 5, 29 lb uplift at joint 3 and 20 lb uplift at joint 4. 8)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. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 123 lb up at 1-4-8, and 63 lb down and 154 lb up at 2-1-0 on top chord, and 22 lb down and 10 lb up at 1-4-8, and 10 lb down and 16 lb up at 2-1-0 on bottom chord. 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) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-51 Concentrated Loads (lb) Vert: 6=33, 7=41, 8=1 Trapezoidal Loads (lb/ft) Vert: 2=-2 (F=24, B=24)-to-6=-12 (F=19, B=19), 6=-12 (F=19, B=19)-to-7=-23 (F=14, B=14), 7=-23 (F=14, B=14)-to-3=-52 (F=-1, B=-1), 5=0 (F=10, B=10)- to-8=-4 (F=8, B=8), 8=-4 (F=8, B=8)-to-9=-8 (F=6, B=6), 9=-8 (F=6, B=6)-to-4=-21 (F=0, B=0) Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 J03 1 12107048-12T Diagonal Hip Girder Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:i9lfk8wwyF2vU9jGO7dbKCz1937-Tn6jlENB2NjwMmJPMfkHYlFJcd6kZBScCv8So5ye4?Q DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 6 12 =1.5x4 =2x4 1 5 4 2 3 W1 T1 B1 0-11-15 0-11-15 1-4-12 -1-4-12 0-11-151-6-40-10-121-4-12Scale = 1:18.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 1-5-15 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)3=-34/ Mechanical, (min. 0-1-8), 4=-8/ Mechanical, (min. 0-1-8), 5=180/0-3-8, (min. 0-1-8) Max Horiz 5=39 (LC 13) Max Uplift 3=-80 (LC 22), 4=-20 (LC 22), 5=-52 (LC 16) Max Grav 3=13 (LC 12), 4=9 (LC 7), 5=258 (LC 22) 11 11FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 5, 20 lb uplift at joint 4 and 80 lb uplift at joint 3. 8)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 J04 1 12107048-12T Jack-Open Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:ql9J6P0kgyToRR2IgY262Yz_5Lz-Tn6jlENB2NjwMmJPMfkHYlFN2d9FZBScCv8So5ye4?Q DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 13.4212 13.4212 =3x4 =3x4 =3x4 12 1 14 13 11 2 10 3 9 4 820 75 6 T1 T2 B1 B2 B3 ST1 ST2 ST2 ST3 2-5-5 11-3-7 3-11-14 3-11-14 4-10-4 8-10-2 3-10-2 3-10-2 7-5-5 11-3-711-0-110-0-40-8-91-1-131-1-131-1-137-2-18-3-14Scale = 1:60.5 Plate Offsets (X, Y):[6:Edge,0-3-0], [8:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL)n/a -n/a 999 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.19 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.02 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight: 57 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B2:2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 12-13. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 11-3-7. (lb) -Max Horiz 1=332 (LC 16) Max Uplift All uplift 100 (lb) or less at joint(s) 8, 10, 12, 14 except 1=-107(LC 14), 11=-166 (LC 16), 13=-155 (LC 16) Max Grav All reactions 250 (lb) or less at joint(s) 10, 11, 12, 13, 14 except 1=304 (LC 16), 9=271 (LC 23) 12 12FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-463/382, 2-3=-355/287 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CCorner(3E) 0-0-4 to 3-0-4, Exterior(2N) 3-0-4 to 8-10-5, Corner(3E) 8-10-5 to 11-3-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc.9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 14, 10 except (jt=lb) 1=107, 13=154, 11=165. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 8, 13, 12, 14, 11, 10, 9. 13)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 LAY01 1 12107048-12T Lay-In Gable Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:arrdgTAe7RtnoEU9DG1TTGz_53h-Tn6jlENB2NjwMmJPMfkHYlFOId7vZAbcCv8So5ye4?Q DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =3x4 =6x8 =4x8 =5x6 =6x8 =3x4 8 7 6 1 5 2 4 9 14 10 13 11 12 3 T1 T1 W1 W1 B1 W3 W2 W2 0-10-12 -0-10-12 0-10-12 15-10-12 7-6-0 7-6-0 7-6-0 15-0-0 7-6-0 7-6-0 7-6-0 15-0-02-7-06-4-0Scale = 1:34.2 Plate Offsets (X, Y):[2:Edge,0-3-13], [4:Edge,0-3-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL)-0.06 7-8 >999 240 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.40 Vert(CT)-0.12 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight: 67 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* W2:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)6=574/0-6-0, (min. 0-1-8), 8=574/0-6-0, (min. 0-1-8) Max Horiz 8=144 (LC 15) Max Uplift 6=-102 (LC 17), 8=-102 (LC 16) Max Grav 6=651 (LC 2), 8=651 (LC 2) 13 13FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-548/177, 9-10=-475/181, 10-11=-446/187, 3-11=-431/206, 3-12=-431/206, 12-13=-446/187, 13-14=-475/181,4-14=-548/177, 2-8=-585/280, 4-6=-585/280 WEBS 2-7=-22/330, 4-7=-23/330 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-10-12 to 2-1-4, Interior (1) 2-1-4 to 7-6-0, Exterior(2R) 7-6-0 to 10-6-0, Interior (1) 10-6-0 to 15-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 8 and 102 lb uplift at joint 6. 8)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 T01 1 12107048-12T Common Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:eX1qQ?qZiinHu6FgPxZC2eycLnV-XO_zKYLxWmTC7S90FEhpTKAsgqO85HjKlbfLjCye4?S DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =3x4 =6x8 =4x8 =5x6 =6x8 =3x4 7 6 5 4 31 12 118 9 10 2 T1 T2 W1 W1 B1 W3 W2 W2 0-10-12 15-10-12 7-6-0 7-6-0 7-6-0 15-0-0 7-6-0 7-6-0 7-6-0 15-0-02-7-06-4-0Scale = 1:34.2 Plate Offsets (X, Y):[1:Edge,0-3-13], [3:Edge,0-3-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.06 6-7 >999 240 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.40 Vert(CT)-0.13 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight: 66 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* W2:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)5=575/0-6-0, (min. 0-1-8), 7=519/0-6-0, (min. 0-1-8) Max Horiz 7=-147 (LC 12) Max Uplift 5=-101 (LC 17), 7=-80 (LC 16) Max Grav 5=653 (LC 2), 7=586 (LC 2) 14 14FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-548/176, 8-9=-452/180, 2-9=-431/200, 2-10=-436/205, 10-11=-452/185, 11-12=-480/180, 3-12=-553/176,1-7=-521/225, 3-5=-587/279 WEBS 1-6=-67/341, 3-6=-24/337 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 7-6-0, Exterior(2R) 7-6-0 to 10-6-0, Interior (1) 10-6-0 to 15-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 7 and 101 lb uplift at joint 5. 8)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 T02 1 12107048-12T Common Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:dF519iPgGZU2rfgZ?0ZqFXyzrmk-Tn6jlENB2NjwMmJPMfkHYlFBKd3cZADcCv8So5ye4?Q DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =1.5x4=3x4 =1.5x4 =6x6 =5x12 =3x4 =3x6 =5x6 =6x8 =4x6 =4x8 =6x8 =3x4 12 11 10 9 1 15 22 14 13 2 8 16 7 214201735 18 19 6 T1 T2 T3 T4 W11W1B1 B2 B3 B4 W2 W3 W6 W5 W7 W8 W9 W4 W10 4-0-0 1-4-12 -1-4-12 1-11-0 6-6-0 0-10-12 22-4-12 3-1-0 9-7-0 4-5-0 14-0-0 4-7-0 4-7-0 7-6-0 21-6-0 2-0-12 6-6-0 3-2-12 9-8-12 4-3-4 14-0-0 4-5-4 4-5-4 7-6-0 21-6-06-4-00-10-122-7-00-5-10-11-40-1-110-11-43-0-93-11-130-1-114-1-82-2-86-4-0Scale = 1:47.9 Plate Offsets (X, Y):[5:0-2-4,0-2-0], [7:Edge,0-3-13], [11:0-3-0,0-3-0], [13:0-2-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL)-0.08 9-10 >999 240 MT20 197/144 Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.17 9-10 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.00 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight: 103 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B2:2x4 SPF Stud WEBS 2x4 SPF Stud *Except* W10:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)9=557/0-6-0, (min. 0-1-8), 12=851/0-6-0, (min. 0-1-8),15=272/0-4-0, (min. 0-1-8) Max Horiz 15=142 (LC 15) Max Uplift 9=-112 (LC 17), 12=-109 (LC 16), 15=-107 (LC 16) Max Grav 9=630 (LC 2), 12=906 (LC 2), 15=437 (LC 43) 15 15FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-18=-464/152, 6-18=-410/168, 6-19=-395/147, 19-20=-407/129, 20-21=-440/122, 7-21=-512/118, 7-9=-559/213, 2-15=-398/228 BOT CHORD 12-13=-878/428, 4-13=-250/92, 10-11=-78/313 WEBS 3-13=-322/293, 11-13=-134/427, 5-13=-544/133, 7-10=0/288 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) -0-10-12 to 2-1-4, Interior (1) 2-1-4 to 5-1-0, Exterior(2R) 5-1-0 to 8-1-0, Interior (1) 8-1-0 to 14-6-0, Exterior(2R) 14-6-0 to 17-6-0, Interior (1) 17-6-0 to 22-10-12zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 15, 109 lb uplift at joint 12 and 112 lb uplift at joint 9. 9)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 T03 1 12107048-12T Roof Special Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:hPXVedXVekKtb7eULC2zSAycLij-?bYLYuMZH3b3kckCpyC2?Yi0GEkAqh4T_FOvGfye4?R DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =3x4 =3x4 =1.5x4 =6x12 =3x4 =MT18HS 6x12 =3x6 =3x4 =8x10 =4x4 =4x8 =4x6 =6x8 =3x4 13 12 11 10 9 1 15 22 23 14 2 8 16 7 3 17 2120 194185 6 T1 T2 T3 T4 W10W1B1 B2 B3 B4 W5 W4 W6 W8 W7W3 W2 W9 1-4-12 -1-4-12 0-10-12 22-4-12 2-5-0 14-0-0 3-4-0 6-7-0 3-3-0 3-3-0 5-0-0 11-7-0 7-6-0 21-6-0 2-1-8 13-10-4 5-2-12 11-8-12 6-6-0 6-6-0 7-7-12 21-6-06-4-00-10-122-7-00-11-40-1-110-11-43-9-14-8-50-3-84-11-130-1-115-1-81-2-86-4-0Scale = 1:49 Plate Offsets (X, Y):[5:0-3-6,Edge], [7:Edge,0-3-13], [14:0-3-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)0.12 14-15 >672 240 MT20 197/144 Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.40 Vert(CT)-0.17 9-10 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.45 Horz(CT)0.00 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight: 109 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B2:2x4 SPF Stud WEBS 2x4 SPF Stud *Except* W9:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)9=549/0-6-0, (min. 0-1-8), 13=892/0-6-0, (min. 0-1-8),15=239/0-4-0, (min. 0-1-8) Max Horiz 15=142 (LC 15) Max Uplift 9=-96 (LC 17), 13=-201 (LC 16), 15=-67 (LC 13) Max Grav 9=611 (LC 2), 13=968 (LC 2), 15=365 (LC 43) 16 16FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-17=-46/276, 5-6=-406/201, 6-19=-386/167, 19-20=-390/149, 20-21=-428/142, 7-21=-489/138, 7-9=-539/219, 2-15=-301/196 BOT CHORD 13-14=-919/415, 4-14=-322/143, 10-11=-82/359 WEBS 11-14=-201/449, 5-14=-572/91, 3-14=-297/145, 7-10=0/254 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) -0-10-12 to 2-1-4, Interior (1) 2-1-4 to 7-1-0, Exterior(2R) 7-1-0 to 10-1-0, Interior (1) 10-1-0 to 14-6-0, Exterior(2R) 14-6-0 to 17-6-0, Interior (1) 17-6-0 to 22-10-12zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 15, 201 lb uplift at joint 13 and 96 lb uplift at joint 9. 10)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 T04 1 12107048-12T Roof Special Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:m?CRTunY4aedIZH1gYsLSBycLfq-?bYLYuMZH3b3kckCpyC2?Yi0aEjNqdBT_FOvGfye4?R DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =1.5x4 =6x6 =4x4 =3x5 =3x8 =4x4 =3x4 =MT18HS 5x12 =4x6 =4x6 =6x8 =3x4 13 12 11 10 9 8 1 7 6142215 21 2 16 51720419183 T1 T2 T3 T4 W1 W9 B1 B2 W4 W5 W6 W7 W2 W8 W3 0-5-8 14-6-8 0-10-12 22-10-12 3-9-10 9-1-0 5-0-0 14-1-0 5-3-6 5-3-6 7-5-8 22-0-0 4-3-2 4-3-2 4-8-2 8-11-4 5-4-8 14-3-12 7-8-4 22-0-06-4-01-7-02-7-00-1-110-3-155-11-135-11-130-1-116-1-80-2-46-3-12Scale = 1:44.9 Plate Offsets (X, Y):[4:0-3-4,0-3-0], [5:0-3-0,Edge], [6:Edge,0-3-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL)-0.09 8-9 >999 240 MT20 197/144 Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.43 Vert(CT)-0.18 8-9 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.02 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight: 108 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* T3:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* W6,W9,W8:2x4 SPF No.2, W7:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)8=850/0-6-0, (min. 0-1-12), 13=792/ Mechanical, (min. 0-1-8) Max Horiz 13=132 (LC 15) Max Uplift 8=-117 (LC 17), 13=-105 (LC 16) Max Grav 8=1098 (LC 41), 13=1022 (LC 41) 17 17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1175/205, 14-15=-1082/205, 2-15=-1058/220, 2-16=-1042/261, 16-17=-1014/266, 3-17=-951/279, 3-18=-851/272,18-19=-851/272, 4-19=-852/272, 4-20=-839/249, 5-20=-877/238, 5-21=-926/229, 21-22=-984/220, 6-22=-1061/214, 1-13=-979/195, 6-8=-1026/276 BOT CHORD 11-12=-221/1023, 10-11=-139/828, 9-10=-139/828 WEBS 1-12=-121/923, 6-9=-95/738 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 9-1-0, Exterior(2R) 9-1-0 to 12-1-0, Interior (1) 12-1-0 to 14-3-12, Exterior(2R) 14-3-12 to 17-3-12, Interior (1) 17-3-12 to 22-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 13 and 117 lb uplift at joint 8. 11)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 T05 1 12107048-12T Roof Special Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:B7xQEXDlMxJNEFc9Lq11S_ycLfF-?bYLYuMZH3b3kckCpyC2?Yi5GEjvqeyT_FOvGfye4?R DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =2x4 =4x4 =4x4 =3x5 =3x4 =6x6 =3x4 =4x4 =3x8 =3x4 =3x5 =4x6 =1.5x4 14 13 12 11 10 9 8 1 7 6 15 212016 2 17 19518 43 T1 T2 T3 W1 W10 B1 B2 W3 W4 W5 W6 W5 W7 W2 W9 W8 1-10-0 12-11-0 0-10-12 22-10-12 4-4-12 17-3-12 5-4-12 11-1-0 5-8-4 5-8-4 4-8-4 22-0-0 2-1-8 13-0-12 4-3-0 17-3-12 4-8-4 22-0-0 5-3-8 5-3-8 5-7-12 10-11-47-1-81-7-02-7-00-1-116-11-136-11-130-1-117-1-8Scale = 1:43.8 Plate Offsets (X, Y):[1:0-1-4,0-1-8], [6:0-2-15,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)-0.04 12-13 >999 240 MT20 197/144 Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.09 12-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.47 Horz(CT)0.02 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight: 115 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)8=833/0-6-0, (min. 0-1-14), 14=776/ Mechanical, (min. 0-1-8) Max Horiz 14=146 (LC 15) Max Uplift 8=-127 (LC 17), 14=-119 (LC 16) Max Grav 8=1201 (LC 41), 14=1116 (LC 41) 18 18FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1386/162, 15-16=-1269/166, 2-16=-1190/180, 2-17=-1096/195, 17-18=-1072/195, 3-18=-977/220, 3-4=-835/226,4-5=-1029/219, 5-19=-894/177, 19-20=-979/175, 20-21=-989/163, 6-21=-1071/163, 1-14=-1066/162, 6-8=-1157/214 BOT CHORD 12-13=-167/1171, 11-12=-83/872, 10-11=-83/872, 9-10=-97/885 WEBS 2-12=-373/158, 3-12=-46/315, 1-13=-88/1089, 6-9=-81/957, 5-9=-348/101 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-1-0, Exterior(2E) 11-1-0 to 12-11-0, Exterior(2R) 12-11-0 to 17-3-12, Interior (1) 17-3-12 to 22-10-12 zone; cantilever leftand right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC1608.3.4. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 14 and 127 lb uplift at joint 8. 10)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 T06 1 12107048-12T Hip Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:7mbcD1Sgunig0AZoyJtUj?ycLey-?bYLYuMZH3b3kckCpyC2?Yi7bEkAqdtT_FOvGfye4?R DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =1.5x4 =3x4 =3x8 =6x8 =4x8 =4x4 =3x5 =3x4 =4x6 =1.5x4 =1.5x4 =4x10 =3x4 =4x8 =3x6 =1.5x4 17 16 11 10 9 15 14 1312 1 827 18 23 3 62219 2120 54 T1 T2 W1 W12 B1 B5 B2 B3 B4 W4 W5 W6 W9 W2 W11 W10 W8 W3 W7 0-4-4 0-7-12 12-7-12 1-7-6 1-7-6 0-10-12 22-10-12 4-5-8 17-1-4 5-2-8 6-9-14 5-2-2 12-0-0 4-10-12 22-0-0 0-6-0 12-6-0 1-6-0 1-6-0 4-7-4 17-1-4 4-10-12 22-0-0 5-3-0 12-0-0 5-3-0 6-9-01-7-02-7-05-8-91-0-07-7-0Scale = 1:49.5 Plate Offsets (X, Y):[2:0-1-4,0-2-0], [12:0-7-8,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL)-0.04 14 >999 240 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.74 Vert(CT)-0.10 14-15 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.08 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight: 115 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B4:2x4 SPF Stud WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:6-0-0 oc bracing: 15-16. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)9=823/0-6-0, (min. 0-1-8), 17=767/ Mechanical, (min. 0-1-8) Max Horiz 17=140 (LC 15) Max Uplift 9=-133 (LC 17), 17=-124 (LC 16) Max Grav 9=932 (LC 2), 17=867 (LC 2) 19 19FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-622/127, 2-18=-1343/261, 3-18=-1276/280, 3-19=-929/235, 19-20=-870/244, 4-20=-853/260, 4-5=-820/272,5-21=-859/264, 21-22=-870/243, 6-22=-927/242, 6-23=-782/208, 7-23=-842/193, 1-17=-926/180, 7-9=-889/246 BOT CHORD 15-16=-446/113, 2-15=-491/153, 14-15=-333/1176, 13-14=-224/1139, 12-13=-94/755 WEBS 3-13=-482/189, 1-16=-143/712, 7-10=-107/753, 6-10=-383/140, 10-12=-108/627, 4-13=-119/510 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior (1) 15-0-0 to 22-10-12 zone; cantilever right exposed ; end vertical rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 17 and 133 lb uplift at joint 9. 9)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 T07 6 12107048-12T Roof Special Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:7mbcD1Sgunig0AZoyJtUj?ycLey-?bYLYuMZH3b3kckCpyC2?YiAGEe3qeyT_FOvGfye4?R DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =2x4 =4x6 =4x4 =3x4 =4x4 =5x8 =3x5 =3x4 =3x6 =1.5x4 11 10 9 8 7 1 6 5 12 16 2 413 1514 3 T1 T2 W1 W9 B1 B2 W2 W8 W3 W4 W5 W6 W7 0-10-12 22-10-12 4-10-4 16-10-4 5-10-4 12-0-0 6-1-12 6-1-12 5-1-12 22-0-0 4-11-6 22-0-0 5-0-10 17-0-10 5-10-4 12-0-0 6-1-12 6-1-121-7-02-7-07-7-0Scale = 1:41.5 Plate Offsets (X, Y):[9:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)-0.04 10-11 >999 240 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.36 Vert(CT)-0.08 10-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.02 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight: 104 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)7=823/0-6-0, (min. 0-1-8), 11=767/ Mechanical, (min. 0-1-8) Max Horiz 11=153 (LC 15) Max Uplift 7=-133 (LC 17), 11=-124 (LC 16) Max Grav 7=932 (LC 2), 11=867 (LC 2) 20 20FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1107/216, 2-12=-1027/235, 2-13=-824/229, 13-14=-747/241, 3-14=-735/257, 3-15=-735/253, 4-15=-805/230,4-16=-791/211, 5-16=-854/195, 1-11=-809/199, 5-7=-887/249 BOT CHORD 9-10=-197/927, 8-9=-130/717 WEBS 1-10=-130/857, 5-8=-107/750, 2-9=-369/174, 3-9=-83/400 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior (1) 15-0-0 to 22-10-12 zone; cantilever left and right exposed ; end vertical leftand right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 11 and 133 lb uplift at joint 7. 9)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 T08 1 12107048-12T Common Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:7mbcD1Sgunig0AZoyJtUj?ycLey-?bYLYuMZH3b3kckCpyC2?Yi8OEk?qeyT_FOvGfye4?R DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =2x4 =4x6 =4x4 =3x4 =3x4 =4x6 =5x8 =3x5 =3x4 =3x6 =1.5x4 13 12 11 10 9 1 2 8 14 7 18 3 6154 16 17 5 T2 T1 T3 W1 W9 B1 B2 W2 W8 W3 W4 W5 W6 W7 0-10-12 -0-10-12 0-10-12 22-10-12 4-10-4 16-10-4 5-10-4 12-0-0 5-1-12 22-0-0 6-1-12 6-1-12 4-11-6 22-0-0 5-0-10 17-0-10 5-10-4 12-0-0 6-1-12 6-1-121-7-02-7-07-7-0Scale = 1:42.9 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [11:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL)-0.04 12-13 >999 240 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.36 Vert(CT)-0.08 12-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.39 Horz(CT)0.02 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight: 105 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)9=821/0-6-0, (min. 0-1-8), 13=821/0-6-0, (min. 0-1-8) Max Horiz 13=163 (LC 15) Max Uplift 9=-134 (LC 17), 13=-148 (LC 16) Max Grav 9=931 (LC 2), 13=931 (LC 2) 21 21FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1103/213, 3-14=-1027/235, 3-15=-821/227, 4-15=-773/234, 4-16=-744/240, 5-16=-733/256, 5-17=-733/253,6-17=-803/230, 6-18=-789/211, 7-18=-852/194, 2-13=-873/252, 7-9=-885/250 BOT CHORD 11-12=-196/918, 10-11=-131/716 WEBS 2-12=-95/827, 7-10=-107/748, 3-11=-361/172, 5-11=-80/398 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) -0-10-12 to 2-1-4, Interior (1) 2-1-4 to 12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior (1) 15-0-0 to 22-10-12 zone; cantilever left and right exposed ; end vertical leftand right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 13 and 134 lb uplift at joint 9. 8)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 T09 13 12107048-12T Common Structural Gable Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:Mc9NhTLqgsxPtUTCCvX3o2ycOwG-?bYLYuMZH3b3kckCpyC2?Yi8XEk?qe7T_FOvGfye4?R DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =1.5x4 =3x4 =4x4 =3x8 =3x4 =1.5x4 8 7 6 1 5 2 4 9 14 10 131112 3 T1 T1 W1 W1 B1 W3 W2 W2 0-10-12 -0-10-12 0-10-12 12-2-12 5-8-0 5-8-0 5-8-0 11-4-0 5-8-0 5-8-0 5-8-0 11-4-02-7-05-5-0Scale = 1:31 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)-0.03 7-8 >999 240 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.25 Vert(CT)-0.05 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight: 53 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)6=444/0-6-0, (min. 0-1-8), 8=444/0-6-0, (min. 0-1-8) Max Horiz 8=-132 (LC 14) Max Uplift 6=-83 (LC 17), 8=-83 (LC 16) Max Grav 6=510 (LC 24), 8=510 (LC 23) 22 22FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-338/147, 9-10=-300/153, 10-11=-285/156, 3-11=-276/169, 3-12=-276/169, 12-13=-285/156, 13-14=-300/153, 4-14=-338/147, 2-8=-468/275, 4-6=-468/275 WEBS 2-7=-59/268, 4-7=-59/268 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) -0-10-12 to 2-1-4, Interior (1) 2-1-4 to 5-8-0, Exterior(2R) 5-8-0 to 8-8-0, Interior (1) 8-8-0 to 12-2-12 zone; cantilever left and right exposed ; end vertical left andright exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 8 and 83 lb uplift at joint 6. 8)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 T10 1 12107048-12T Common Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:LQfBwjLLx1FLakGf0MxWKcycLvt-?bYLYuMZH3b3kckCpyC2?Yi4nEmjqjLT_FOvGfye4?R DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =3x4 =1.5x4 =1.5x4 =3x4 =4x4 =1.5x4 =1.5x4 =1.5x4 =3x4 1 5 9 8 7 6 1914 15 1824 16 17 3 T1 T1 B1 B2 ST2 ST1 ST1 0-6-15 21-0-1 9-11-1 20-5-2 10-6-0 10-6-0 21-0-15-3-40-0-44-11-9Scale = 1:38.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL)n/a -n/a 999 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.30 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.25 Horiz(TL)0.01 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight: 61 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 21-0-1. (lb) -Max Horiz 1=-90 (LC 17) Max Uplift All uplift 100 (lb) or less at joint(s) 5 except 6=-177 (LC 17), 9=-178 (LC 16) Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=549 (LC23), 7=489 (LC 2), 9=549 (LC 22) 23 23FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-130/346, 14-15=-113/353, 2-15=-101/440, 2-16=-2/291, 3-16=0/388, 3-17=0/388, 4-17=0/291, 4-18=-85/440, 18-19=-98/353, 5-19=-111/346 BOT CHORD 1-9=-316/150, 8-9=-316/150, 7-8=-316/150, 6-7=-316/150, 5-6=-316/150 WEBS 3-7=-471/70, 2-9=-392/214, 4-6=-392/213 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 10-6-8, Exterior(2R) 10-6-8 to 13-6-8, Interior (1) 13-6-8 to 21-0-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 9=177, 6=176.8)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 V01 1 12107048-12T Valley Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:CThEs7s9n?3tTQGlAXN9f1ycNFj-?bYLYuMZH3b3kckCpyC2?Yi8XElxqhIT_FOvGfye4?R DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =3x4 =1.5x4 =1.5x4 =3x4 =1.5x4 =4x4 =1.5x4 =1.5x4 =3x4 1 5 9 8 7 6 1914 15 18 2 4 1716 3 T1 T1 B1 B2 ST2 ST1 ST1 0-6-15 17-0-1 7-11-1 16-5-2 8-6-0 8-6-0 17-0-14-3-40-0-43-11-9Scale = 1:31.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight: 48 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 17-0-1. (lb) -Max Horiz 1=-72 (LC 17) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5 except 6=-136 (LC 17), 9=-137 (LC 16) Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=439 (LC23), 7=374 (LC 2), 9=439 (LC 22) 24 24FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-314/74, 2-9=-330/189, 4-6=-330/189 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 8-6-8, Exterior(2R) 8-6-8 to 11-6-8, Interior (1) 11-6-8 to 17-0-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 9=136, 6=135. 8)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 V02 1 12107048-12T Valley Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:gfFc3TtnYIBk4arykEuOCFycNFi-?bYLYuMZH3b3kckCpyC2?YiBLEnRqjLT_FOvGfye4?R DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =3x5 =1.5x4 =4x6 =3x5 1 3 4 9 14 13101112 2 T1 T1 B1 ST1 0-6-15 13-0-1 5-11-1 12-5-2 6-6-0 6-6-0 13-0-13-3-40-0-42-11-9Scale = 1:25.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)n/a -n/a 999 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.43 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL)0.01 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight: 33 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=10/13-0-1, (min. 0-1-10), 3=10/13-0-1, (min. 0-1-10), 4=901/13-0-1, (min. 0-1-10) Max Horiz 1=55 (LC 16) Max Uplift 1=-60 (LC 23), 3=-60 (LC 22), 4=-140 (LC 16) Max Grav 1=74 (LC 35), 3=74 (LC 36), 4=1018 (LC 2) 25 25FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-225/459, 9-10=-216/489, 10-11=-213/503, 2-11=-210/583, 2-12=-204/583, 12-13=-207/503, 13-14=-209/489, 3-14=-219/459 BOT CHORD 1-4=-452/271, 3-4=-452/271 WEBS 2-4=-802/399 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 6-6-8, Exterior(2R) 6-6-8 to 9-6-8, Interior (1) 9-6-8 to 13-0-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 1, 60 lb uplift at joint 3 and 140 lb uplift at joint 4. 8)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 V03 1 12107048-12T Valley Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:gfFc3TtnYIBk4arykEuOCFycNFi-?bYLYuMZH3b3kckCpyC2?Yi6fEjvqhnT_FOvGfye4?R DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 612 =3x4 =4x4 =1.5x4 =3x4 1 3 4 9 12 1110 2 T1 T1 B1 ST1 0-6-15 9-0-1 3-11-1 8-5-2 4-6-0 4-6-0 9-0-12-3-40-0-41-11-9Scale = 1:20.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.26 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 9-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=41/9-0-1, (min. 0-1-8), 3=41/9-0-1, (min. 0-1-8), 4=556/9-0-1, (min. 0-1-8) Max Horiz 1=37 (LC 16) Max Uplift 1=-12 (LC 23), 3=-18 (LC 17), 4=-82 (LC 16) Max Grav 1=98 (LC 22), 3=98 (LC 23), 4=628 (LC 2) 26 26FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-176/253, 9-10=-174/290, 2-10=-166/324, 2-11=-157/324, 11-12=-165/290, 3-12=-167/253 BOT CHORD 1-4=-260/227, 3-4=-260/227 WEBS 2-4=-451/293 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 4-6-8, Exterior(2R) 4-6-8 to 7-6-8, Interior (1) 7-6-8 to 9-0-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design.5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 1, 18 lb uplift at joint 3 and 82 lb uplift at joint 4. 8)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 V04 1 12107048-12T Valley Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:gfFc3TtnYIBk4arykEuOCFycNFi-?bYLYuMZH3b3kckCpyC2?YiAtElaqjeT_FOvGfye4?R DE Job # 86706-W1 Dansco Engineering, LLC Date: 9/13/2021 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. Additional permanent 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-1, “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. 6 12 =3x4 =3x4 =3x4 1 3 2 T1 T1 B1 0-6-15 5-0-1 1-11-1 4-5-2 2-6-0 2-6-0 5-0-11-3-40-0-40-11-9Scale = 1:17.6 Plate Offsets (X, Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)1=177/5-0-1, (min. 0-1-8), 3=177/5-0-1, (min. 0-1-8) Max Horiz 1=-20 (LC 21) Max Uplift 1=-29 (LC 16), 3=-29 (LC 17) Max Grav 1=202 (LC 22), 3=202 (LC 23) 27 27FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-363/256 BOT CHORD 1-3=-228/317 NOTES 1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing.6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 1 and 29 lb uplift at joint 3. 8)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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 83 V05 1 12107048-12T Valley Job Reference (optional) Run: 8.4 S 0 Apr 7 2020 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 11:28:35 Page: 1 ID:8ro_GpuPJcJbikQ8HyPdlSycNFh-?bYLYuMZH3b3kckCpyC2?YiCmEnRqkCT_FOvGfye4?R