Loading...
2021.0020 Pal W Lot 3 Truss CalcsTri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1086471 The Truss Company (Sumner). August 20, 2022.My license renewal date for the state of Washington is Pages or sheets covered by this seal: GNS Construction LLC Terry Powell March 31,2021 The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by 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. Re: thru I13719656I13719634 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss A01 Truss Type GABLE Qty 1 Ply 1 GNS Construction LLC Job Reference (optional) I13719634 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:04 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-ro8jutBFSyc2cVRVnMMtRBl9bhwO2EAMHjmgSvzVgsT Scale = 1:24.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x4 3x4 3x4 11-2-8 11-2-8 -2-0-0 2-0-0 5-7-4 5-7-4 11-2-8 5-7-4 13-2-8 2-0-0 0-4-33-1-130-4-36.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.01 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF 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. REACTIONS.All bearings 11-2-8. (lb) - Max Horz 2=43(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 12, 14, 10 except 2=309(LC 17), 8=309(LC 18), 13=286(LC 17), 11=286(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-258/58, 6-11=-258/58 NOTES-(13) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 12) 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. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss B01 Truss Type GABLE Qty 1 Ply 1 GNS Construction LLC Job Reference (optional) I13719635 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:05 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-J_i56DCtDGkvDf0hL3t6_PIGj55rne6WWNVE_LzVgsS Scale = 1:53.0 1 2 3 4 5 6 7 11 10 9 8 31 32 33 34 5x6 5x6 3x4 7x8 3x4 3x4 3x4 3x6 3x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 5x8 5x6 2x4 2x4 2x4 2x4 2x4 8-10-13 8-10-13 10-11-12 2-0-15 17-3-3 6-3-7 26-2-0 8-10-13 -2-0-0 2-0-0 5-7-4 5-7-4 6-9-12 1-2-8 13-1-0 6-3-4 19-4-4 6-3-4 26-2-0 6-9-12 28-2-0 2-0-0 0-4-36-10-110-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [3:0-2-4,Edge], [4:0-2-0,0-0-8], [5:0-2-12,Edge], [6:0-2-0,0-2-9], [8:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.71 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.36 0.06 (loc) 2-11 2-11 6 l/defl >613 >355 n/a L/d 360 240 n/a PLATES MT20 Weight: 167 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 DF SS *Except* 1-3: 2x4 HF No.2, 5-7,5-6: 2x4 DF No.1&Btr BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* 5-8,3-11: 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 10=0-5-8, 6=0-5-8 Max Horz 2=-85(LC 15) Max Uplift 2=-94(LC 10), 6=-95(LC 11) Max Grav 2=1116(LC 17), 10=230(LC 2), 6=1142(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1637/114, 3-4=-1417/133, 4-5=-1545/135, 5-6=-1748/119 BOT CHORD 2-11=-105/1376, 10-11=-1/911, 8-10=-1/911, 6-8=-28/1506 WEBS 4-8=-63/722, 5-8=-541/142, 4-11=-65/538, 3-11=-489/139 NOTES-(12) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss B02 Truss Type Common Qty 1 Ply 1 GNS Construction LLC Job Reference (optional) I13719636 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:06 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-oAGTJZDV_asmrpbtunOLWcrQmUThW?vfl1FnXozVgsR Scale = 1:41.0 1 2 3 4 6 5 10 11 12 3x4 3x4 1.5x4 3x4 3x4 4x6 6-5-3 6-5-3 15-4-0 8-10-13 2-3-0 2-3-0 8-6-4 6-3-4 15-4-0 6-9-12 5-9-36-10-110-4-36.00 12 Plate Offsets (X,Y)-- [4:0-2-7,0-1-8], [5:0-1-12,0-1-8], [6:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.61 0.61 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.30 0.01 (loc) 5-9 5-9 4 l/defl >999 >618 n/a L/d 360 240 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 2-5: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-5-8, 6=Mechanical Max Horz 6=-156(LC 8) Max Uplift 4=-43(LC 11), 6=-59(LC 11) Max Grav 4=648(LC 4), 6=665(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-760/95, 3-4=-937/83 BOT CHORD 4-5=-17/807 WEBS 2-5=-74/744, 3-5=-478/147, 2-6=-628/65 NOTES-(9) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss C01 Truss Type Monopitch Girder Qty 1 Ply 2 GNS Construction LLC Job Reference (optional) I13719637 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:14 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-ZjlV?IJW51sdp2CQMSXDrIApCjCmOYtraHBCpKzVgsJ Scale = 1:36.2 1 2 3 4 7 6 5 10 11 12 13 14 4x10 3x4 3x8 5x8 4x5 4x5 4x6 Special Special Special Special Special Special 4-2-11 4-2-11 7-6-13 3-4-3 11-2-8 3-7-11 4-2-11 4-2-11 7-6-13 3-4-3 11-2-8 3-7-11 0-4-35-11-76.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-0-3], [2:0-1-8,0-1-8], [3:0-1-8,0-1-8], [6:0-4-8,0-1-12], [7:0-4-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.52 0.53 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.13 0.02 (loc) 7-9 7-9 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-5-8, 5=0-5-8 Max Horz 1=148(LC 7) Max Uplift 1=-296(LC 10), 5=-363(LC 10) Max Grav 1=4819(LC 3), 5=5419(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7099/438, 2-3=-3563/225 BOT CHORD 1-7=-430/6349, 6-7=-430/6349, 5-6=-210/3149 WEBS 2-7=-181/3304, 2-6=-3761/277, 3-6=-270/4633, 3-5=-4613/335 NOTES-(11) 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=296, 5=363. 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) 1555 lb down and 99 lb up at 0-9-4, 1554 lb down and 101 lb up at 2-9-4, 1554 lb down and 101 lb up at 4-9-4, 1554 lb down and 101 lb up at 6-9-4, and 1554 lb down and 101 lb up at 8-9-4, and 1562 lb down and 96 lb up at 11-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66, 1-5=-14 Concentrated Loads (lb) Vert: 5=-1471(B) 9=-1464(B) 11=-1462(B) 12=-1462(B) 13=-1462(B) 14=-1462(B) March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss D01 Truss Type GABLE Qty 1 Ply 1 GNS Construction LLC Job Reference (optional) I13719638 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:15 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-1vItCeK9sL?UQBncwA2SOWj2p7e97BZ_pxwmLmzVgsI Scale = 1:36.9 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 4x4 3x4 3x4 19-0-0 19-0-0 -2-0-0 2-0-0 9-6-0 9-6-0 19-0-0 9-6-0 21-0-0 2-0-0 0-4-35-1-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [12:0-2-10,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.13 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.00 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-0-0. (lb) - Max Horz 2=-65(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 19, 20, 21, 22, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 18, 20, 21, 22, 16, 15, 14 except 2=291(LC 17), 12=291(LC 18), 19=253(LC 17), 17=253(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 19, 20, 21, 22, 17, 16, 15, 14. 12) 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. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss D02 Truss Type Common Girder Qty 1 Ply 2 GNS Construction LLC Job Reference (optional) I13719639 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:17 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-zIQedKLPOyFCgVx?2b5wTxoEQwAkbxdHGFPtQfzVgsG Scale = 1:36.0 1 2 3 4 5 6987 14 15 16 17 18 19 20 21 22 4x12 4x12 10x10 6x6 4x6 3x8 4x6 3x8 MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 5-2-4 5-2-4 9-6-0 4-3-12 13-9-12 4-3-12 19-0-0 5-2-4 5-2-4 5-2-4 9-6-0 4-3-12 13-9-12 4-3-12 19-0-0 5-2-4 21-0-0 2-0-0 0-4-35-1-30-4-36.00 12 Plate Offsets (X,Y)-- [1:0-1-3,Edge], [2:0-2-0,0-1-12], [3:0-2-4,0-3-0], [4:0-2-0,0-1-12], [5:0-1-3,Edge], [7:0-4-12,0-1-8], [9:0-4-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.84 0.83 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.28 0.08 (loc) 8-9 8-9 5 l/defl >999 >810 n/a L/d 360 240 n/a PLATES MT20 Weight: 187 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF Stud *Except* 3-8: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 5=0-3-8 Max Horz 1=-76(LC 15) Max Uplift 1=-500(LC 10), 5=-495(LC 11) Max Grav 1=6985(LC 3), 5=6747(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12130/867, 2-3=-8251/604, 3-4=-8245/608, 4-5=-12302/860 BOT CHORD 1-9=-775/10849, 8-9=-775/10849, 7-8=-703/11003, 5-7=-703/11003 WEBS 3-8=-488/7078, 4-8=-4300/350, 4-7=-212/3605, 2-8=-4116/354, 2-9=-215/3434 NOTES-(13) 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=500, 5=495. 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. 11) Use USP MUS26 (With 6-10d nails into Girder & 6-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 17-0-12 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 3-6=-66, 1-5=-14 Concentrated Loads (lb) Vert: 9=-1257(B) 11=-1257(B) 16=-1257(B) 17=-1257(B) 18=-1257(B) 19=-1257(B) 20=-1257(B) 21=-1397(B) 22=-1397(B) March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss E01 Truss Type GABLE Qty 1 Ply 1 GNS Construction LLC Job Reference (optional) I13719640 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:18 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-RU_0qfM19GN3HfWBbIc9?8KY2KgjKWAQVv9Qy5zVgsF Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 42 43 3x6 5x6 3x6 3x6 3x6 3x6 37-0-0 37-0-0 -2-0-0 2-0-0 18-6-0 18-6-0 37-0-0 18-6-0 39-0-0 2-0-0 0-4-39-7-30-4-36.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.14 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.01 0.01 (loc) 23 23 22 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 193 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud *Except* 12-33,11-34,10-35,13-31,14-30: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-33, 11-34, 13-31 REACTIONS.All bearings 37-0-0. (lb) - Max Horz 2=-116(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 22, 34, 35, 36, 37, 38, 39, 40, 41, 31, 30, 29, 28, 27, 26, 25, 24 Max Grav All reactions 250 lb or less at joint(s) 33, 35, 36, 37, 38, 39, 40, 41, 30, 29, 28, 27, 26, 25, 24 except 2=287(LC 17), 22=287(LC 18), 34=251(LC 17), 31=251(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 22, 34, 35, 36, 37, 38, 39, 40, 41, 31, 30, 29, 28, 27, 26, 25, 24. 12) 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. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss E02 Truss Type Roof Special Qty 2 Ply 1 GNS Construction LLC Job Reference (optional) I13719641 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:20 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-Nt6mFLNHhtdnXzgajjed5ZQjH88noKHjzCeX0_zVgsD Scale = 1:66.8 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 23 24 25 3x8 MT18HS 3x6 4x8 7x10 MT18HS 5x6 4x8 1.5x4 5x6 5x8 4x4 3x4 3x4 1.5x4 4x5 7-10-8 7-10-8 15-3-8 7-5-0 18-6-0 3-2-8 27-11-4 9-5-4 37-0-0 9-0-12 -2-0-0 2-0-0 6-7-5 6-7-5 12-4-15 5-9-11 18-6-0 6-1-1 24-5-3 5-11-3 30-5-11 6-0-8 37-0-0 6-6-5 39-0-0 2-0-0 0-4-39-7-30-4-31-10-46.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-1-6,Edge], [5:0-1-12,0-2-4], [7:0-1-12,0-1-8], [10:0-1-0,Edge], [12:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.99 1.00 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.55 -0.86 0.35 (loc) 12-14 15-16 10 l/defl >811 >517 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 165 lb FT = 20% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x4 HF No.2 *Except* 1-4,8-11: 2x4 DF No.1&Btr BOT CHORD 2x4 HF No.2 *Except* 2-16: 2x4 DF No.1&Btr WEBS 2x4 HF No.2 *Except* 3-16,5-15,7-12,9-12: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 5-15, 7-14 REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=116(LC 10) Max Uplift 2=-113(LC 10), 10=-113(LC 11) Max Grav 2=1657(LC 2), 10=1678(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5236/338, 3-5=-5020/328, 5-6=-2106/173, 6-7=-1854/144, 7-9=-2748/164, 9-10=-2944/165 BOT CHORD 2-16=-355/4753, 15-16=-125/2430, 14-15=0/1590, 12-14=-5/2071, 10-12=-69/2593 WEBS 3-16=-268/119, 5-16=-195/2954, 5-15=-1335/196, 6-15=-122/775, 6-14=-51/837, 7-14=-810/154, 7-12=-22/663, 9-12=-381/127 NOTES-(11) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=113, 10=113. 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. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss E03 Truss Type ROOF SPECIAL Qty 5 Ply 1 GNS Construction LLC Job Reference (optional) I13719642 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:21 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-r3g8ThOvSBld86FmHR9sdnyuAXVfXnWtBsN4ZQzVgsC Scale = 1:65.1 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 22 23 24 3x8 MT18HS 3x6 4x8 7x10 MT18HS 5x6 3x8 1.5x4 5x6 5x8 4x4 3x4 3x4 1.5x4 4x5 7-10-8 7-10-8 15-3-8 7-5-0 18-6-0 3-2-8 27-11-4 9-5-4 37-0-0 9-0-12 -2-0-0 2-0-0 6-7-5 6-7-5 12-4-15 5-9-11 18-6-0 6-1-1 24-5-3 5-11-3 30-5-11 6-0-8 37-0-0 6-6-5 0-4-39-7-30-4-31-10-46.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-1-6,Edge], [5:0-1-12,0-2-4], [7:0-1-8,0-1-8], [10:0-0-8,Edge], [11:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.98 0.90 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.54 -0.86 0.33 (loc) 14-15 14-15 10 l/defl >828 >516 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 162 lb FT = 20% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x4 HF No.2 *Except* 1-4: 2x4 DF No.1&Btr BOT CHORD 2x4 HF No.2 *Except* 2-15,10-12: 2x4 DF No.1&Btr WEBS 2x4 HF No.2 *Except* 3-15,5-14,7-11,9-11: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-13 REACTIONS. (size)2=0-5-8, 10=Mechanical Max Horz 2=127(LC 10) Max Uplift 2=-114(LC 10), 10=-87(LC 11) Max Grav 2=1660(LC 2), 10=1568(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5247/350, 3-5=-5032/340, 5-6=-2113/173, 6-7=-1859/145, 7-9=-2779/172, 9-10=-2975/174 BOT CHORD 2-15=-377/4763, 14-15=-139/2437, 13-14=-2/1594, 11-13=-17/2085, 10-11=-100/2622 WEBS 3-15=-267/118, 5-15=-207/2959, 5-14=-1329/200, 6-14=-121/772, 6-13=-53/837, 7-13=-824/157, 7-11=-28/689, 9-11=-390/131 NOTES-(12) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=114. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss E04 Truss Type ROOF SPECIAL Qty 1 Ply 1 GNS Construction LLC Job Reference (optional) I13719643 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:21 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-r3g8ThOvSBld86FmHR9sdnyu1XW4XnKtBsN4ZQzVgsC Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 23 24 3x8 MT18HS 3x6 4x10 7x10 MT18HS 5x6 3x8 1.5x4 5x6 6x6 4x4 3x4 3x4 1.5x4 4x5 7-10-8 7-10-8 15-3-8 7-5-0 18-6-0 3-2-8 27-11-4 9-5-4 37-0-0 9-0-12 6-7-5 6-7-5 12-4-15 5-9-11 18-6-0 6-1-1 24-5-3 5-11-3 30-5-11 6-0-8 37-0-0 6-6-5 0-4-39-7-30-4-31-10-46.00 12 3.00 12 Plate Offsets (X,Y)-- [1:0-1-6,Edge], [4:0-1-12,0-2-4], [5:0-2-8,0-2-0], [6:0-1-8,0-1-8], [9:0-0-8,Edge], [10:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.99 0.87 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.56 -0.90 0.35 (loc) 13-14 13-14 9 l/defl >786 >491 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 161 lb FT = 20% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* 1-3,7-9: 2x4 HF No.2 BOT CHORD 2x4 DF No.1&Btr *Except* 13-14,11-13: 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* 2-14,4-13,6-10,8-10: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-12 REACTIONS. (size)1=0-5-8, 9=Mechanical Max Horz 1=105(LC 10) Max Uplift 1=-87(LC 10), 9=-87(LC 11) Max Grav 1=1550(LC 2), 9=1571(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5313/369, 2-4=-5092/357, 4-5=-2123/176, 5-6=-1865/147, 6-8=-2786/172, 8-9=-2982/174 BOT CHORD 1-14=-396/4831, 13-14=-143/2451, 12-13=-4/1600, 10-12=-19/2091, 9-10=-100/2628 WEBS 2-14=-289/122, 4-14=-222/3012, 4-13=-1343/205, 5-13=-124/781, 5-12=-54/828, 6-12=-810/157, 6-10=-27/689, 8-10=-389/130 NOTES-(11) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss E05 Truss Type COMMON Qty 2 Ply 1 GNS Construction LLC Job Reference (optional) I13719644 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:22 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-KFEXg1PYDUtUmGpyq8g5A_V8Pxr3GEB0QW7d5szVgsB Scale = 1:62.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 18 19 20 21 22 23 3x6 4x6 3x6 4x5 3x6 3x8 3x4 3x4 4x4 3x4 3x4 1.5x4 3x4 4x4 9-0-12 9-0-12 18-6-0 9-5-3 27-11-4 9-5-4 33-0-0 5-0-12 6-6-5 6-6-5 12-6-13 6-0-7 18-6-0 5-11-3 24-5-3 5-11-3 30-5-11 6-0-7 33-0-0 2-6-5 0-4-39-7-32-4-36.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8], [6:0-1-12,0-1-8], [14:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.69 0.95 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.46 0.10 (loc) 13-14 11-13 10 l/defl >999 >865 n/a L/d 360 240 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 5-13,6-13,4-13: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-13, 4-13 REACTIONS. (size)1=0-5-8, 10=0-5-8 Max Horz 1=116(LC 9) Max Uplift 1=-85(LC 10), 10=-64(LC 11) Max Grav 1=1416(LC 3), 10=1432(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2630/172, 2-4=-2432/171, 4-5=-1531/124, 5-6=-1533/139, 6-8=-1573/96 BOT CHORD 1-14=-208/2317, 13-14=-110/1795, 11-13=-37/1444, 10-11=-63/977 WEBS 5-13=-49/1013, 6-13=-363/131, 6-11=-284/54, 8-11=0/587, 4-13=-805/160, 4-14=-32/670, 2-14=-399/130, 8-10=-1691/95 NOTES-(8) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss E06 Truss Type COMMON Qty 3 Ply 1 GNS Construction LLC Job Reference (optional) I13719645 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:23 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-oSnvtNQA_o?LOQO9OrBKiC2IjLAt?dh9fAsBdIzVgsA Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 10 18 19 20 21 22 23 3x6 4x6 3x6 4x5 3x6 3x8 3x4 3x4 4x5 3x4 3x4 1.5x4 3x4 4x5 9-0-12 9-0-12 18-6-0 9-5-3 27-11-4 9-5-4 35-0-0 7-0-12 6-6-5 6-6-5 12-6-13 6-0-7 18-6-0 5-11-3 24-5-3 5-11-3 30-5-11 6-0-7 35-0-0 4-6-5 0-4-39-7-31-4-36.00 12 Plate Offsets (X,Y)-- [1:0-3-7,0-2-0], [4:0-1-8,0-1-8], [6:0-1-12,0-1-8], [8:0-2-0,0-1-12], [14:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.72 0.98 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.52 0.12 (loc) 11-13 11-13 10 l/defl >999 >812 n/a L/d 360 240 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 5-13,6-13,4-13: 2x4 HF No.2, 8-10: 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 10-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 6-13, 4-13 REACTIONS. (size)1=0-5-8, 10=0-5-8 Max Horz 1=107(LC 14) Max Uplift 1=-86(LC 10), 10=-75(LC 11) Max Grav 1=1502(LC 2), 10=1510(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2822/175, 2-4=-2623/173, 4-5=-1724/132, 5-6=-1726/142, 6-8=-2170/135 BOT CHORD 1-14=-208/2488, 13-14=-110/1955, 11-13=-23/1780, 10-11=-86/1787 WEBS 5-13=-51/1185, 6-13=-574/146, 4-13=-804/160, 4-14=-32/668, 2-14=-397/130, 8-10=-2140/101 NOTES-(8) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss E07 Truss Type COMMON Qty 2 Ply 1 GNS Construction LLC Job Reference (optional) I13719646 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:24 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-GeLH5jQok67C?azLyZjZFPaUllW9k4zJtqck9lzVgs9 Scale = 1:65.0 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 19 20 21 22 23 3x6 4x6 3x6 4x5 3x6 3x8 3x4 3x4 4x5 3x4 3x4 1.5x4 3x4 4x5 9-0-12 9-0-12 18-6-0 9-5-3 27-11-4 9-5-4 35-0-0 7-0-12 -2-0-0 2-0-0 6-6-5 6-6-5 12-6-13 6-0-7 18-6-0 5-11-3 24-5-3 5-11-3 30-5-11 6-0-7 35-0-0 4-6-5 0-4-39-7-31-4-36.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-2-0], [5:0-1-12,0-1-8], [7:0-1-12,0-1-8], [9:0-2-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.70 0.97 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.51 0.12 (loc) 14-15 12-14 11 l/defl >999 >818 n/a L/d 360 240 n/a PLATES MT20 Weight: 153 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 6-14,7-14,5-14: 2x4 HF No.2, 9-11: 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 10-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 7-14, 5-14 REACTIONS. (size)2=0-5-8, 11=0-5-8 Max Horz 2=129(LC 14) Max Uplift 2=-113(LC 10), 11=-75(LC 11) Max Grav 2=1612(LC 2), 11=1507(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2793/166, 3-5=-2598/165, 5-6=-1719/131, 6-7=-1720/140, 7-9=-2164/135 BOT CHORD 2-15=-198/2458, 14-15=-107/1944, 12-14=-23/1775, 11-12=-86/1783 WEBS 6-14=-50/1181, 7-14=-587/146, 5-14=-793/157, 5-15=-25/647, 3-15=-380/126, 9-11=-2134/101 NOTES-(9) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 16.0 psf or 1.00 times flat roof load of 25.0 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 2=113. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss E08 Truss Type COMMON Qty 1 Ply 1 GNS Construction LLC Job Reference (optional) I13719647 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:25 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-kqvfI3RQVPF3dkYXWGEood7ek9sCTgLS6ULIiBzVgs8 Scale = 1:66.2 1 2 3 4 5 6 7 8 9 10 14 13 12 11 21 22 23 24 25 3x6 5x6 3x6 3x8 3x8 4x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 3x8 9-0-12 9-0-12 18-6-0 9-5-3 27-11-4 9-5-4 37-0-0 9-0-12 -2-0-0 2-0-0 6-6-5 6-6-5 12-6-13 6-0-7 18-6-0 5-11-3 24-5-3 5-11-3 30-5-11 6-0-7 37-0-0 6-6-5 0-4-39-7-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-8-8,0-0-14], [5:0-1-12,0-1-8], [7:0-1-8,0-1-8], [10:0-8-8,0-0-14], [11:0-1-12,0-1-8], [14:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.75 0.99 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.60 0.13 (loc) 13-14 13-14 10 l/defl >999 >735 n/a L/d 360 240 n/a PLATES MT20 Weight: 153 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 *Except* 10-12: 2x4 DF No.1&Btr WEBS 2x4 HF Stud *Except* 6-13,7-13,5-13: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 10-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 7-13, 5-13 REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=127(LC 10) Max Uplift 2=-114(LC 10), 10=-87(LC 11) Max Grav 2=1705(LC 2), 10=1592(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2999/167, 3-5=-2804/166, 5-6=-1922/144, 6-7=-1922/142, 7-9=-2822/175, 9-10=-3019/176 BOT CHORD 2-14=-197/2641, 13-14=-107/2127, 11-13=-16/2133, 10-11=-102/2662 WEBS 6-13=-53/1358, 7-13=-819/159, 7-11=-31/669, 9-11=-391/130, 5-13=-793/156, 5-14=-24/650, 3-14=-379/126 NOTES-(9) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 16.0 psf or 1.00 times flat roof load of 25.0 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=114. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss E09 Truss Type Common Qty 4 Ply 1 GNS Construction LLC Job Reference (optional) I13719648 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:26 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-C0T1WPS2GjNwFu7j3_l1KqgpfYCIC7fcL85rEdzVgs7 Scale = 1:67.5 1 2 3 4 5 6 7 8 9 10 11 15 14 13 1222232425 3x6 5x6 3x6 3x8 4x6 4x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 3x8 9-0-12 9-0-12 18-6-0 9-5-3 27-11-4 9-5-4 37-0-0 9-0-12 -2-0-0 2-0-0 6-6-5 6-6-5 12-6-13 6-0-7 18-6-0 5-11-3 24-5-3 5-11-3 30-5-11 6-0-7 37-0-0 6-6-5 39-0-0 2-0-0 0-4-39-7-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-8-8,0-0-14], [5:0-1-12,0-1-8], [7:0-1-12,0-1-8], [10:0-8-8,0-0-14] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.74 0.99 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.60 0.15 (loc) 12-14 12-14 10 l/defl >999 >740 n/a L/d 360 240 n/a PLATES MT20 Weight: 153 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 6-14,7-14,5-14: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=-116(LC 11) Max Uplift 2=-114(LC 10), 10=-114(LC 11) Max Grav 2=1702(LC 2), 10=1702(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2991/167, 3-5=-2796/166, 5-6=-1918/141, 6-7=-1918/141, 7-9=-2796/166, 9-10=-2991/167 BOT CHORD 2-15=-186/2635, 14-15=-95/2122, 12-14=-4/2122, 10-12=-70/2635 WEBS 6-14=-51/1355, 7-14=-807/157, 7-12=-24/647, 9-12=-379/126, 5-14=-807/157, 5-15=-24/647, 3-15=-379/126 NOTES-(9) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 16.0 psf or 1.00 times flat roof load of 25.0 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=114, 10=114. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss E10 Truss Type COMMON Qty 7 Ply 1 GNS Construction LLC Job Reference (optional) I13719649 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:27 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-gD1PjkTg11Vns1iwdhGGt2C?jyYpxZflaoqOm4zVgs6 Scale = 1:67.4 1 2 3 4 5 6 7 8 9 10 15 13 12 11 22 23 24 14 25 26 3x6 5x6 3x6 4x5 4x12 MT18HS 3x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 4x5 9-0-12 9-0-12 16-6-8 7-5-12 18-6-0 1-11-8 27-11-4 9-5-4 37-0-0 9-0-12 -2-0-0 2-0-0 6-6-5 6-6-5 12-6-13 6-0-7 18-6-0 5-11-3 24-5-3 5-11-3 30-5-11 6-0-7 37-0-0 6-6-5 0-4-39-7-30-4-36.00 12 Plate Offsets (X,Y)-- [5:0-1-8,0-1-8], [7:0-1-8,0-1-8], [11:0-1-12,0-1-8], [15:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.66 0.91 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.44 -0.65 0.08 (loc) 11-13 11-13 10 l/defl >554 >371 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 157 lb FT = 20% GRIP 185/148 220/195 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 HF Stud *Except* 6-13,7-13,5-13: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 5-13 REACTIONS. (size)2=0-5-8, 10=Mechanical, 14=0-5-8 Max Horz 2=127(LC 10) Max Uplift 2=-112(LC 10), 10=-88(LC 11), 14=-4(LC 10) Max Grav 2=1404(LC 2), 10=1343(LC 2), 14=549(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2302/163, 3-5=-2104/162, 5-6=-1329/146, 6-7=-1329/138, 7-9=-2293/177, 9-10=-2489/178 BOT CHORD 2-15=-193/2024, 14-15=-103/1552, 13-14=-103/1552, 11-13=-13/1635, 10-11=-104/2187 WEBS 6-13=-55/829, 7-13=-849/160, 7-11=-31/733, 9-11=-388/130, 5-13=-746/156, 5-15=-24/547, 3-15=-389/126 NOTES-(11) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 14 except (jt=lb) 2=112. 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. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss E11 Truss Type COMMON Qty 2 Ply 1 GNS Construction LLC Job Reference (optional) I13719650 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:28 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-8Pbox4UIoKdeUBH6BPnVPFl9YMu9g1?uoSayIWzVgs5 Scale = 1:66.2 1 2 3 4 5 6 7 8 9 10 15 13 12 11 22 23 14 24 25 26 3x6 5x6 3x6 3x8 3x8 3x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 4x5 9-0-12 9-0-12 14-0-8 4-11-12 18-6-0 4-5-8 27-11-4 9-5-4 37-0-0 9-0-12 -2-0-0 2-0-0 6-6-5 6-6-5 12-6-13 6-0-7 18-6-0 5-11-3 24-5-3 5-11-3 30-5-11 6-0-7 37-0-0 6-6-5 0-4-39-7-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-8-8,0-0-14], [5:0-1-12,0-1-8], [7:0-1-8,0-1-8], [10:0-0-8,Edge], [11:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.72 0.91 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.43 -0.64 0.11 (loc) 11-13 11-13 10 l/defl >638 >429 n/a L/d 360 240 n/a PLATES MT20 Weight: 153 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 *Except* 10-12: 2x4 DF No.1&Btr WEBS 2x4 HF Stud *Except* 6-13,7-13,5-13: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 5-13 REACTIONS. (size)2=0-5-8, 10=Mechanical, 14=0-5-8 Max Horz 2=127(LC 10) Max Uplift 2=-122(LC 10), 10=-93(LC 11) Max Grav 2=1546(LC 2), 10=1492(LC 2), 14=259(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2611/187, 3-5=-2412/187, 5-6=-1673/159, 6-7=-1673/155, 7-9=-2616/188, 9-10=-2812/189 BOT CHORD 2-15=-215/2301, 14-15=-121/1844, 13-14=-121/1844, 11-13=-27/1929, 10-11=-114/2476 WEBS 6-13=-67/1136, 7-13=-834/158, 7-11=-28/711, 9-11=-389/130, 5-13=-740/161, 5-15=-31/511, 3-15=-391/125 NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 16.0 psf or 1.00 times flat roof load of 25.0 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=122. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss E12 Truss Type GABLE Qty 1 Ply 1 GNS Construction LLC Job Reference (optional) I13719651 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:30 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-5ojYLmVZKytMjVRVIqqzVgqeGAc88uiBGm33NPzVgs3 Scale = 1:73.7 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 42 43 44 45 3x6 3x4 5x8 4x4 3x6 3x6 3x6 3x4 5x6 3x6 3x8 5x12 3x4 3x4 6x6 3x4 3x4 3x4 5x12 3x12 MT18HS 3x4 3x4 6x6 3x10 3x4 3x4 3x4 5x6 3x4 2x4 2x4 2x4 2x4 7x8 2x4 2x4 2x4 2x4 2x4 3x4 7x8 2x4 2x4 9-0-12 9-0-12 18-6-0 9-5-3 27-11-4 9-5-4 37-0-0 9-0-12 -2-0-0 2-0-0 6-6-5 6-6-5 12-6-13 6-0-7 18-6-0 5-11-3 24-5-3 5-11-3 30-5-11 6-0-7 37-0-0 6-6-5 0-4-39-7-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-2-9], [3:0-5-0,0-0-11], [3:0-0-6,0-2-9], [5:0-6-0,0-2-5], [5:0-5-4,0-2-8], [7:0-4-8,0-2-8], [9:0-5-10,Edge], [10:0-2-0,0-2-9], [18:0-1-12,0-1-8], [23:0-2-0,0-2-5], [24:0-0-9,0-0-8], [26:0-2-0 ,0-0-12], [26:0-2-0,0-0-12], [29:3-9-3,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.19 0.81 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.50 0.05 (loc) 12-14 12-14 10 l/defl >731 >506 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 304 lb FT = 20% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* 15-22,22-23,23-24,25-26,26-27,11-27: 2x6 DF SS BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 6-14,7-14,5-14: 2x4 HF No.2 OTHERS 2x4 HF 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. WEBS 1 Row at midpt 7-14, 5-18 REACTIONS.All bearings 14-6-0 except (jt=length) 10=3-3-8, 11=3-3-8. (lb) - Max Horz 2=125(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 16 except 18=-182(LC 10), 10=-108(LC 11) Max Grav All reactions 250 lb or less at joint(s) 15, 11, 16, 17, 19, 20, 21 except 2=290(LC 17), 18=1627(LC 1), 10=945(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-41/419, 3-5=-42/604, 5-6=-815/149, 6-7=-874/134, 7-9=-1759/191, 9-10=-1975/196 BOT CHORD 2-21=-336/77, 20-21=-336/77, 19-20=-336/77, 18-19=-336/77, 17-18=-7/316, 16-17=-7/316, 15-16=-7/316, 14-15=-7/316, 12-14=-19/1229, 11-12=-125/1707, 10-11=-125/1707 WEBS 6-14=-52/351, 7-14=-792/160, 7-12=-39/620, 9-12=-393/141, 5-14=0/678, 5-18=-1479/108, 3-18=-400/134 NOTES-(13) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16 except (jt=lb) 18=182, 10=108. 12) 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. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss F01 Truss Type Common Qty 5 Ply 1 GNS Construction LLC Job Reference (optional) I13719652 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:31 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-Z_GwZ6WB5F0DLf?hsXLC1uNlyZ_PtN2LVQocvrzVgs2 Scale = 1:38.4 1 2 3 4 5 6 7 8 15 16 3x6 3x6 3x8 4x4 1.5x4 1.5x4 9-11-12 9-11-12 19-11-8 9-11-12 -2-0-0 2-0-0 5-8-7 5-8-7 9-11-12 4-3-5 14-3-1 4-3-5 19-11-8 5-8-7 21-11-8 2-0-0 0-4-35-4-10-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [6:0-2-9,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.39 0.68 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.31 0.04 (loc) 8-14 8-14 6 l/defl >999 >763 n/a L/d 360 240 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=68(LC 10) Max Uplift 2=-74(LC 10), 6=-74(LC 11) Max Grav 2=983(LC 17), 6=983(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1423/89, 3-4=-1000/59, 4-5=-1000/59, 5-6=-1423/89 BOT CHORD 2-8=-73/1232, 6-8=-5/1232 WEBS 4-8=0/559, 5-8=-526/115, 3-8=-526/115 NOTES-(9) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 16.0 psf or 1.00 times flat roof load of 25.0 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss F02 Truss Type Common Supported Gable Qty 1 Ply 1 GNS Construction LLC Job Reference (optional) I13719653 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:32 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-1AqImSXpsZ84zpatQEsRa5wxWzS3ctfUj4Y9RHzVgs1 Scale = 1:38.4 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 4x4 3x4 3x4 19-11-8 19-11-8 -2-0-0 2-0-0 9-11-12 9-11-12 19-11-8 9-11-12 21-11-8 2-0-0 0-4-35-4-10-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [12:0-2-10,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.14 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.00 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-11-8. (lb) - Max Horz 2=68(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 19, 20, 21, 22, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 18, 20, 21, 22, 16, 15, 14 except 2=285(LC 17), 12=285(LC 18), 19=253(LC 17), 17=253(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(14) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 19, 20, 21, 22, 17, 16, 15, 14. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 12. 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. 14) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss G01 Truss Type COMMON STRUCTURAL GA Qty 1 Ply 1 GNS Construction LLC Job Reference (optional) I13719654 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:33 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-VNOh_oXRdsGxay94_yNg6JS71NllLKseykHj_jzVgs0 Scale = 1:26.5 1 2 3 4 56 4x8 3x6 3x6 3x6 3x6 4x8 4x8 6-0-0 6-0-0 12-0-0 6-0-0 -2-0-0 2-0-0 6-0-0 6-0-0 12-0-0 6-0-0 14-0-0 2-0-0 0-4-33-4-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-1], [3:0-4-0,0-1-0], [4:0-4-0,0-2-1] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.30 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.01 (loc) 2-6 2-6 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-3-8 Max Horz 2=43(LC 10) Max Uplift 2=-58(LC 10), 4=-58(LC 11) Max Grav 2=732(LC 17), 4=734(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-665/14, 3-4=-667/13 BOT CHORD 2-6=0/468, 4-6=0/468 NOTES-(12) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss G02 Truss Type Common Qty 4 Ply 1 GNS Construction LLC Job Reference (optional) I13719655 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:33 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-VNOh_oXRdsGxay94_yNg6JS?6Ng5LKueykHj_jzVgs0 Scale = 1:25.7 1 2 3 4 56 4x5 4x5 1.5x4 4x4 6-0-0 6-0-0 12-0-0 6-0-0 -2-0-0 2-0-0 6-0-0 6-0-0 12-0-0 6-0-0 14-0-0 2-0-0 0-4-33-4-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [4:0-1-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.73 0.60 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.13 0.01 (loc) 6-9 6-9 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-3-8 Max Horz 2=-45(LC 15) Max Uplift 2=-56(LC 10), 4=-56(LC 11) Max Grav 2=717(LC 17), 4=717(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-692/30, 3-4=-692/29 BOT CHORD 2-6=0/491, 4-6=0/491 NOTES-(9) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 16.0 psf or 1.00 times flat roof load of 25.0 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1086471 Truss G03 Truss Type Common Qty 1 Ply 1 GNS Construction LLC Job Reference (optional) I13719656 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Mar 30 17:17:34 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:c0FGr3BzQ8oM83q1LqTGy5yOw6z-zZy3B8Y3OAOnC6kGXfuvfW?9_nzh4n5nBO1GWAzVgs? Scale = 1:22.4 1 2 3 4 3x8 3x8 1.5x4 4x4 6-0-0 6-0-0 12-0-0 6-0-0 6-0-0 6-0-0 12-0-0 6-0-0 0-4-33-4-30-4-36.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.78 0.77 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.16 0.01 (loc) 4-7 4-7 3 l/defl >999 >922 n/a L/d 360 240 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 3=0-3-8 Max Horz 1=34(LC 10) Max Uplift 1=-28(LC 10), 3=-28(LC 11) Max Grav 1=579(LC 16), 3=579(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-734/40, 2-3=-734/40 BOT CHORD 1-4=-1/532, 3-4=-1/532 NOTES-(8) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) 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. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 31,2021 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T, I or Eliminator bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2006 MiTek® All Rights ReservedWEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ER-5243, 9604B,9730, 95-43, 96-31, 9667ANER-487, NER-56195110, 84-32, 96-67, ER-3907, 9432AJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T, I or Eliminator bracingif indicated.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBS