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Home My WebLink AboutP_Truss_Engineering_190628_v2250 Klug Circle Corona, CA 92880 951-245-9525 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Roof Truss Supply. January 22,2019 Zhao, Xiaoming Pages or sheets covered by this seal: K5632438 thru K5632464 My license renewal date for the state of Washington is September 28, 2019. B-19-00098-A Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: CC 4 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss A1 Truss Type Common Supported Gable Qty 1 Ply 1 CC 4 Job Reference (optional) K5632438 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:28:53 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-nRUT?cOqih2PY9zwOQ?eprYQyxJiN7kVrAH8z7zt2au Scale = 1:34.8 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 4x5 3x5 3x5 16-0-016-0-0 -1-6-0 1-6-0 8-0-0 8-0-0 16-0-0 8-0-0 17-6-0 1-6-0 0-4-75-8-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [12:0-2-9,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.10 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 79 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud/Std 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 16-0-0. (lb) - Max Horz 2=90(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, 19, 20, 21, 22, 17, 16, 15, 14 except 2=292(LC 16), 12=292(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-6-0 to 1-6-0, Exterior(2) 1-6-0 to 8-0-0, Corner(3) 8-0-0 to 11-0-0, Exterior(2) 11-0-0 to 17-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 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 20.0psf 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. January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss A2 Truss Type Common Qty 1 Ply 1 CC 4 Job Reference (optional) K5632439 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:28:54 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-Fe2rCyOST_AFAJY6x8WtM24ahLZl6Xqe4q1hWZzt2at Scale = 1:35.2 1 2 3 4 5 6 7 8 15 16 17 18 3x5 3x5 3x8 4x5 1.5x4 1.5x4 8-0-08-0-0 16-0-08-0-0 -1-6-0 1-6-0 4-2-7 4-2-7 8-0-0 3-9-9 11-9-9 3-9-9 16-0-0 4-2-7 17-6-0 1-6-0 0-4-75-8-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [6:0-2-0,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.27 0.49 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.15 0.02 -0.02 (loc) 8-14 8-14 6 8-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 62 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=825/0-5-8, 6=825/0-5-8 Max Horz 2=-90(LC 10) Max Uplift 2=-43(LC 12), 6=-43(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-974/69, 3-4=-746/71, 4-5=-746/71, 5-6=-974/69 BOT CHORD 2-8=0/777, 6-8=0/777 WEBS 4-8=-12/489, 5-8=-276/77, 3-8=-276/77 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 8-0-0, Exterior(2) 8-0-0 to 11-0-0, Interior(1) 11-0-0 to 17-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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. January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss A3 Truss Type Common Girder Qty 1 Ply 1 CC 4 Job Reference (optional) K5632440 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:28:55 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-kqcEPIP4EII6nT7JVr16uGdiUlprrtWoIUmF2?zt2as Scale = 1:35.9 1 2 3 4 5 6 712 4x5 4x5 6x8 4x5 1.5x4 1.5x4 8-0-08-0-0 16-0-08-0-0 4-2-7 4-2-7 8-0-0 3-9-9 11-9-9 3-9-9 16-0-0 4-2-7 17-6-0 1-6-0 0-4-75-8-70-4-78.00 12 Plate Offsets (X,Y)-- [1:0-1-11,Edge], [5:0-1-11,Edge], [7:0-4-0,0-4-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.46 0.89 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.19 0.04 0.04 (loc) 7-9 7-9 5 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. REACTIONS.(lb/size)1=1353/0-5-8, 5=1467/0-5-8 Max Horz 1=-87(LC 25) Max Uplift 1=-1164(LC 28), 5=-1282(LC 29) Max Grav 1=1495(LC 41), 5=1655(LC 42) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2378/2072, 2-3=-1494/1114, 3-4=-1504/1041, 4-5=-2378/2076 BOT CHORD 1-7=-1833/2294, 5-7=-1821/2216 WEBS 3-7=-43/1312, 4-7=-317/70, 2-7=-327/69 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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) except (jt=lb) 1=1164, 5=1282. 8) This truss has been designed for a total drag load of 3720 lb. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-6-0 for 2480.0 plf. 9) Girder carries tie-in span(s): 6-0-0 from 0-0-0 to 16-0-0 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-6=-70, 1-5=-100(F=-80) January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss B1 Truss Type California Girder Qty 1 Ply 2 CC 4 Job Reference (optional) K5632441 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:28:56 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-C0AcdeQi_cQzPciV3ZYLRT9wm99raOBxX8WoaSzt2ar Scale = 1:52.2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 4x6 3x5 3x5 4x6 3x5 3x5 3x5 1.5x4 3x5 3x8 4x6 3x5 5-7-105-7-10 11-2-85-6-14 16-9-85-7-1 22-4-65-6-14 28-0-05-7-10 -1-6-0 1-6-0 5-7-10 5-7-10 5-11-11 0-4-1 11-2-8 5-2-13 16-9-8 5-7-1 22-0-5 5-2-13 22-4-6 0-4-1 28-0-0 5-7-10 29-6-0 1-6-0 0-4-74-0-44-4-40-4-74-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [3:0-3-0,0-1-1], [7:0-3-0,0-1-1], [8:0-2-9,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.30 0.84 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.29 0.09 0.10 (loc) 11-13 11-13 8 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 223 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, except 2-0-0 oc purlins (5-6-14 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=2435/0-5-8, 8=2435/0-5-8 Max Horz 2=69(LC 7) Max Uplift 2=-292(LC 8), 8=-292(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3783/510, 3-4=-3058/443, 4-6=-4567/643, 6-7=-3058/443, 7-8=-3784/510 BOT CHORD 2-14=-334/3079, 13-14=-535/4567, 11-13=-535/4565, 10-11=-535/4565, 8-10=-334/3057 WEBS 3-14=-160/1511, 4-14=-1817/241, 4-13=-162/838, 6-11=-152/830, 6-10=-1815/241, 7-10=-160/1511 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 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 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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) except (jt=lb) 2=292, 8=292. 11) Girder carries hip end with 5-9-6 right side setback, 5-9-6 left side setback, and 6-0-0 end setback. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 369 lb down and 112 lb up at 22-4-6, and 369 lb down and 112 lb up at 5-7-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss B1 Truss Type California Girder Qty 1 Ply 2 CC 4 Job Reference (optional) K5632441 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:28:56 2019 Page 2 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-C0AcdeQi_cQzPciV3ZYLRT9wm99raOBxX8WoaSzt2ar LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-7=-35, 7-9=-70, 14-15=-38(F=-18), 10-14=-135(F=-115), 10-18=-38(F=-18) Concentrated Loads (lb) Vert: 3=-304 7=-304 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss B2 Truss Type California Qty 1 Ply 1 CC 4 Job Reference (optional) K5632442 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:28:57 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-gDk_qzRKlvYq1mGhdG4azhi0AZbAJmQ4moFL6uzt2aq Scale = 1:51.3 1 2 3 4 5 6 7 8 9 13 12 11 10 20 21 22 23 24 25 26 27 4x10 4x10 3x5 3x5 3x8 1.5x4 1.5x4 3x8 3x8 1.5x4 3x5 7-7-107-7-10 14-0-06-4-6 20-4-66-4-6 28-0-07-7-10 -1-6-0 1-6-0 3-11-5 3-11-5 7-7-10 3-8-5 7-11-11 0-4-1 14-0-0 6-0-5 20-0-5 6-0-5 20-4-6 0-4-1 24-0-11 3-8-5 28-0-0 3-11-5 29-6-0 1-6-0 0-4-75-4-45-8-40-4-75-4-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [4:0-5-4,0-1-1], [6:0-5-4,0-1-1], [8:0-2-0,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.58 0.51 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.19 0.08 0.04 (loc) 12 10-12 8 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 119 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except 2-0-0 oc purlins (4-2-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1365/0-5-8, 8=1365/0-5-8 Max Horz 2=-89(LC 10) Max Uplift 2=-53(LC 12), 8=-53(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1948/147, 3-4=-1728/141, 4-5=-1383/140, 5-6=-1383/140, 6-7=-1728/141, 7-8=-1948/147 BOT CHORD 2-13=-49/1572, 12-13=-33/1795, 10-12=-33/1795, 8-10=-63/1572 WEBS 4-13=-10/605, 5-13=-530/51, 5-10=-530/51, 6-10=-10/605 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 7-7-10, Exterior(2) 7-7-10 to 11-10-9, Interior(1) 11-10-9 to 20-4-6, Exterior(2) 20-4-6 to 24-7-5, Interior(1) 24-7-5 to 29-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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) 2, 8. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss B3 Truss Type California Qty 1 Ply 1 CC 4 Job Reference (optional) K5632443 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:28:59 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-cbrkFfSbHXpYG4Q4kh6236nPLMCTnnNND6kSBmzt2ao Scale = 1:50.0 1 2 3 4 5 6 7 8 11 10 9 18 19 20 21 22 23 24 25 4x5 4x5 4x5 3x5 3x8 1.5x4 3x5 3x8 1.5x4 4x5 9-7-109-7-10 18-4-68-8-12 28-0-09-7-10 4-11-5 4-11-5 9-7-10 4-8-5 9-11-11 0-4-1 14-0-0 4-0-5 18-0-5 4-0-5 18-4-6 0-4-1 23-0-11 4-8-5 28-0-0 4-11-5 29-6-0 1-6-0 0-4-76-8-47-0-40-4-76-8-48.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-4], [3:0-2-8,0-1-1], [5:0-2-8,0-1-1], [7:Edge,0-0-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.41 0.71 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.40 0.07 0.04 (loc) 9-11 11-14 7 11-14 l/defl >999 >849 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except 2-0-0 oc purlins (4-10-6 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=1257/Mechanical, 7=1368/0-5-8 Max Horz 1=-104(LC 10) Max Uplift 1=-22(LC 12), 7=-55(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1908/156, 2-3=-1619/151, 3-4=-1262/146, 4-5=-1257/148, 5-6=-1611/145, 6-7=-1895/152 BOT CHORD 1-11=-52/1555, 9-11=-2/1384, 7-9=-59/1538 WEBS 2-11=-357/99, 3-11=-18/575, 5-9=-14/568, 6-9=-343/96 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-7-10, Exterior(2) 9-7-10 to 14-0-0, Interior(1) 14-0-0 to 18-4-6, Exterior(2) 18-4-6 to 22-7-5, Interior(1) 22-7-5 to 29-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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 = 10.0psf. 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) 1, 7. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss B3A Truss Type California Qty 1 Ply 1 CC 4 Job Reference (optional) K5632444 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:00 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-4oP7T?TD2qxPuE?GIOdHbJKYPmXHWBEXSmU0jDzt2an Scale = 1:50.0 1 2 3 4 5 6 7 8 9 14 13 12 11 10 25 26 27 28 29 30 31 4x5 4x6 4x6 3x5 3x8 3x5 3x5 3x8 4x5 9-7-109-7-10 11-0-01-4-6 14-0-03-0-0 17-0-03-0-0 18-4-61-4-6 28-0-09-7-10 4-11-5 4-11-5 9-7-10 4-8-5 9-11-11 0-4-1 11-0-0 1-0-5 14-0-0 3-0-0 17-0-0 3-0-0 18-0-5 1-0-5 18-4-6 0-4-1 23-0-11 4-8-5 28-0-0 4-11-5 29-6-0 1-6-0 0-4-76-8-47-0-40-4-76-8-48.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-4], [3:0-3-0,0-1-1], [6:0-3-0,0-1-1], [8:Edge,0-0-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.80 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.40 0.07 -0.06 (loc) 14-21 14-21 8 13 l/defl >999 >850 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 137 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std OTHERS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except 2-0-0 oc purlins (4-0-6 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=1326/Mechanical, 8=1437/0-5-8 Max Horz 1=-104(LC 10) Max Uplift 1=-23(LC 12), 8=-56(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2032/168, 2-3=-1743/163, 3-4=-1374/159, 4-5=-1467/173, 5-6=-1369/160, 6-7=-1735/158, 7-8=-2018/164 BOT CHORD 1-14=-62/1657, 13-14=-6/1467, 11-13=-6/1467, 10-11=-6/1467, 8-10=-69/1639 WEBS 2-14=-355/98, 3-14=-80/899, 4-14=-583/103, 5-10=-604/121, 6-10=-74/896, 7-10=-340/95 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-7-10, Exterior(2) 9-7-10 to 13-10-9 , Interior(1) 13-10-9 to 18-4-6, Exterior(2) 18-4-6 to 22-7-5, Interior(1) 22-7-5 to 29-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 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 20.0psf 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 8 lb up at 14-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss B3A Truss Type California Qty 1 Ply 1 CC 4 Job Reference (optional) K5632444 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:00 2019 Page 2 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-4oP7T?TD2qxPuE?GIOdHbJKYPmXHWBEXSmU0jDzt2an LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-6=-70, 6-9=-70, 13-19=-20, 11-13=-30(F=-10), 11-22=-20 Concentrated Loads (lb) Vert: 31=-75(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss B4 Truss Type California Qty 2 Ply 1 CC 4 Job Reference (optional) K5632445 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:01 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-Y_zVgLUrp83GVOaSs68W8XtilAvXFf7ghQDZFfzt2am Scale = 1:50.1 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 26 27 28 29 30 31 4x5 4x5 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 5-11-55-11-5 11-0-05-0-11 11-6-20-6-2 14-0-02-5-14 16-5-142-5-14 17-0-00-6-2 22-0-115-0-11 28-0-05-11-5 5-11-5 5-11-5 11-0-0 5-0-11 11-6-2 0-6-2 11-11-11 0-5-9 16-0-5 4-0-10 16-5-14 0-5-9 17-0-0 0-6-2 22-0-11 5-0-11 28-0-0 5-11-5 29-6-0 1-6-0 0-4-78-0-48-4-40-4-78-0-48.00 12 Plate Offsets (X,Y)-- [1:0-2-9,0-1-8], [9:0-2-9,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.60 0.68 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.28 0.07 -0.14 (loc) 12-14 12-14 9 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 126 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 *Except* 4-5: 2x6 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std OTHERS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=1326/Mechanical, 9=1437/0-5-8 Max Horz 1=-121(LC 10) Max Uplift 1=-23(LC 12), 9=-56(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2057/146, 2-3=-1636/174, 3-4=-1165/169, 4-5=-1254/172, 5-6=-1166/167, 6-8=-1633/168, 8-9=-2040/141 BOT CHORD 1-15=-35/1637, 14-15=-35/1637, 12-14=0/1254, 11-12=-42/1619, 9-11=-42/1619 WEBS 2-14=-501/90, 8-12=-481/84, 6-12=-8/498, 3-14=-15/505 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-4-11, Exterior(2) 11-4-11 to 15-7-10, Interior(1) 15-7-10 to 16-7-5, Exterior(2) 16-7-5 to 20-10-3, Interior(1) 20-10-3 to 29-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are 3x5 MT20 unless otherwise indicated. 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 20.0psf 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 8 lb up at 14-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss B4 Truss Type California Qty 2 Ply 1 CC 4 Job Reference (optional) K5632445 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:01 2019 Page 2 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-Y_zVgLUrp83GVOaSs68W8XtilAvXFf7ghQDZFfzt2am LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-10=-70, 14-20=-20, 12-14=-30(F=-10), 12-23=-20 Concentrated Loads (lb) Vert: 31=-75(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss B5 Truss Type Common Qty 3 Ply 1 CC 4 Job Reference (optional) K5632446 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:02 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-0AXtuhVTaSB77X9fPpflgkPpOaEO__hpv4z6o5zt2al Scale = 1:50.5 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 26 27 28 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x6 7-2-77-2-7 11-0-03-9-9 14-0-03-0-0 17-0-03-0-0 20-9-93-9-9 28-0-07-2-7 7-2-7 7-2-7 11-0-0 3-9-9 14-0-0 3-0-0 17-0-0 3-0-0 20-9-9 3-9-9 28-0-0 7-2-7 29-6-0 1-6-0 0-4-79-8-70-4-78.00 12 Plate Offsets (X,Y)-- [1:0-3-9,0-1-8], [5:0-2-8,Edge], [9:0-3-9,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.87 0.76 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.25 0.07 -0.14 (loc) 12-14 12-14 9 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std OTHERS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=1326/Mechanical, 9=1437/0-5-8 Max Horz 1=-147(LC 10) Max Uplift 1=-23(LC 12), 9=-56(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1997/119, 2-4=-1627/153, 4-5=-270/51, 5-6=-271/51, 6-8=-1624/146, 8-9=-1984/106 BOT CHORD 1-15=-2/1562, 14-15=-2/1562, 12-14=0/1264, 11-12=0/1548, 9-11=0/1548 WEBS 6-12=-22/554, 4-14=-31/562, 4-6=-1086/124, 2-14=-512/82, 8-12=-493/76 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-0-0, Exterior(2) 14-0-0 to 17-1-12 , Interior(1) 17-1-12 to 29-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) All plates are 3x5 MT20 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 20.0psf 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) 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) 1, 9. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 6 lb up at 14-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-70, 5-10=-70, 14-20=-20, 12-14=-30(F=-10), 12-23=-20 Continued on page 2 January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss B5 Truss Type Common Qty 3 Ply 1 CC 4 Job Reference (optional) K5632446 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:02 2019 Page 2 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-0AXtuhVTaSB77X9fPpflgkPpOaEO__hpv4z6o5zt2al LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 28=-75(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss B6 Truss Type California Qty 1 Ply 1 CC 4 Job Reference (optional) K5632447 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:03 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-VM5F51V5LlJ_lhkrzXA_Dyy2ezdWjUqz8kigKYzt2ak Scale = 1:49.9 1 2 3 4 5 6 7 8 12 11 10 9 1920 21 22 23 24 25 26 3x6 4x10 4x10 3x5 3x8 1.5x4 1.5x4 3x8 3x8 1.5x4 3x6 7-7-107-7-10 14-0-06-4-6 20-4-66-4-6 28-0-07-7-10 3-11-5 3-11-5 7-7-10 3-8-5 7-11-11 0-4-1 14-0-0 6-0-5 20-0-5 6-0-5 20-4-6 0-4-1 24-0-11 3-8-5 28-0-0 3-11-5 29-6-0 1-6-0 0-4-75-4-45-8-40-4-75-4-48.00 12 Plate Offsets (X,Y)-- [1:0-6-0,0-0-10], [3:0-5-4,0-1-1], [5:0-5-4,0-1-1], [7:0-6-0,0-0-10] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.58 0.51 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.19 0.08 0.04 (loc) 11 9-11 7 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except 2-0-0 oc purlins (4-1-10 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=1257/Mechanical, 7=1368/0-5-8 Max Horz 1=-85(LC 10) Max Uplift 1=-22(LC 12), 7=-55(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1959/156, 2-3=-1745/153, 3-4=-1395/144, 4-5=-1387/144, 5-6=-1734/146, 6-7=-1953/151 BOT CHORD 1-12=-62/1599, 11-12=-40/1802, 9-11=-40/1802, 7-9=-67/1576 WEBS 2-12=-250/80, 3-12=-13/617, 4-12=-524/46, 4-9=-535/52, 5-9=-13/608 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-7-10, Exterior(2) 7-7-10 to 11-10-9 , Interior(1) 11-10-9 to 20-4-6, Exterior(2) 20-4-6 to 24-7-5, Interior(1) 24-7-5 to 29-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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) 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) 1, 7. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss B7 Truss Type California Girder Qty 1 Ply 2 CC 4 Job Reference (optional) K5632448 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:05 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-RlD0WjXMtNZi_?uE5yDSIN1ScnEOBT7Gc2BmOQzt2ai Scale = 1:50.2 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 3x5 4x6 3x5 4x6 3x5 3x5 3x5 1.5x4 3x5 3x8 4x6 3x5 5-7-105-7-10 11-2-85-6-14 16-9-85-7-1 22-4-65-6-14 28-0-05-7-10 5-7-10 5-7-10 5-11-11 0-4-1 11-2-8 5-2-13 16-9-8 5-7-1 22-0-5 5-2-13 22-4-6 0-4-1 28-0-0 5-7-10 29-6-0 1-6-0 0-4-74-0-44-4-40-4-74-0-48.00 12 Plate Offsets (X,Y)-- [1:0-2-9,0-1-8], [2:0-3-0,0-1-1], [6:0-3-0,0-1-1], [7:0-2-9,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.36 0.87 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.30 0.10 0.10 (loc) 10-12 10-12 7 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 219 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except 2-0-0 oc purlins (5-5-8 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=2392/Mechanical, 7=2502/0-5-8 Max Horz 1=-65(LC 6) Max Uplift 1=-268(LC 8), 7=-301(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3915/538, 2-3=-3170/468, 3-5=-4736/679, 5-6=-3154/460, 6-7=-3899/530 BOT CHORD 1-13=-359/3194, 12-13=-571/4736, 10-12=-569/4732, 9-10=-569/4732, 7-9=-351/3152 WEBS 2-13=-176/1588, 3-13=-1886/270, 3-12=-172/881, 5-10=-162/877, 5-9=-1901/263, 6-9=-175/1584 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 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 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=268, 7=301. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 360 lb down and 109 lb up at 22-4-6, and 360 lb down and 109 lb up at 5-7-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss B7 Truss Type California Girder Qty 1 Ply 2 CC 4 Job Reference (optional) K5632448 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:05 2019 Page 2 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-RlD0WjXMtNZi_?uE5yDSIN1ScnEOBT7Gc2BmOQzt2ai LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 2-6=-35, 6-8=-70, 13-14=-39(F=-19), 9-13=-142(F=-122), 9-17=-39(F=-19) Concentrated Loads (lb) Vert: 2=-296 6=-296 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss BMG1 Truss Type Jack-Closed Qty 3 Ply 1 CC 4 Job Reference (optional) K5632449 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:05 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-RlD0WjXMtNZi_?uE5yDSIN1TSnNQBZUGc2BmOQzt2ai Scale = 1:27.0 1 2 3 4 5 9 3x5 1.5x4 1.5x4 6-0-06-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 5-11-11 0-11-11 0-4-74-4-40-3-88.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.30 0.29 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.00 -0.03 (loc) 5-8 5-8 2 5-8 l/defl >999 >642 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=384/0-5-8, 5=258/Mechanical Max Horz 2=121(LC 12) Max Uplift 2=-9(LC 12), 5=-44(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 5-11-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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) 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) 2, 5. January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss C1 Truss Type Common Supported Gable Qty 1 Ply 1 CC 4 Job Reference (optional) K5632450 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:07 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-N8KmxOYcP_pPDJ1cCNFwNo7pQb5rfSNZ3MgtTJzt2ag Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 4x5 3x5 3x5 14-6-014-6-0 -1-6-0 1-6-0 7-3-0 7-3-0 14-6-0 7-3-0 16-0-0 1-6-0 0-4-75-2-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [12:0-2-9,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.11 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 70 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud/Std 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 14-6-0. (lb) - Max Horz 2=83(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, 19, 20, 21, 22, 17, 16, 15, 14 except 2=303(LC 16), 12=303(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-6-0 to 1-6-0, Exterior(2) 1-6-0 to 7-3-0, Corner(3) 7-3-0 to 10-3-0, Exterior(2) 10-3-0 to 16-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 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 20.0psf 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. January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss C2 Truss Type Common Qty 1 Ply 1 CC 4 Job Reference (optional) K5632451 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:09 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-JWSWM4asxb37TcB?KnHOSDC3gOgj7KvrWg9_XBzt2ae Scale = 1:32.9 1 2 3 4 56 13 14 15 16 3x5 3x5 1.5x4 4x6 7-3-07-3-0 14-6-07-3-0 -1-6-0 1-6-0 7-3-0 7-3-0 14-6-0 7-3-0 16-0-0 1-6-0 0-4-75-2-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-2], [4:Edge,0-0-2] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.67 0.53 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.16 0.01 -0.05 (loc) 6-12 6-12 4 6-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 47 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=758/0-5-8, 4=757/0-5-8 Max Horz 2=83(LC 11) Max Uplift 2=-42(LC 12), 4=-42(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-790/66, 3-4=-790/66 BOT CHORD 2-6=0/549, 4-6=0/549 WEBS 3-6=0/345 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 7-3-0, Exterior(2) 7-3-0 to 10-3-0, Interior(1) 10-3-0 to 16-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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. January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss C3 Truss Type Common Girder Qty 1 Ply 2 CC 4 Job Reference (optional) K5632452 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:10 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-nj0vZQbUhvB_4mmBtVod?Ql9Eow0sfH?lKvX4ezt2ad Scale = 1:33.0 1 2 3 4 6 5 11 3x8 3x8 3x10 4x6 3x10 5-0-105-0-10 9-5-64-4-12 14-6-05-0-10 -1-6-0 1-6-0 7-3-0 7-3-0 14-6-0 7-3-0 0-4-75-2-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-8-8,0-0-14], [4:0-8-8,0-0-14] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.94 0.91 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.04 0.04 (loc) 5-8 5-8 4 6-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=3672/0-5-8, 2=3788/0-5-8 Max Horz 2=81(LC 27) Max Uplift 4=-1309(LC 29), 2=-1437(LC 28) Max Grav 4=4362(LC 42), 2=4530(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6058/2225, 3-4=-6064/2220 BOT CHORD 2-6=-1977/5122, 5-6=-1943/4035, 4-5=-2000/5125 WEBS 3-5=-132/2610, 3-6=-114/2578 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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) 4=1309, 2=1437. 10) This truss has been designed for a total drag load of 3720 lb. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 13-2-0 to 14-6-0 for 2790.0 plf. 11) Girder carries tie-in span(s): 21-0-0 from 0-0-0 to 14-6-0 LOAD CASE(S) Standard Continued on page 2 January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss C3 Truss Type Common Girder Qty 1 Ply 2 CC 4 Job Reference (optional) K5632452 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:10 2019 Page 2 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-nj0vZQbUhvB_4mmBtVod?Ql9Eow0sfH?lKvX4ezt2ad LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 2-4=-437(F=-417) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss D1 Truss Type California Girder Qty 1 Ply 1 CC 4 Job Reference (optional) K5632453 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:12 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-k58f_6clDWRiK4wa?wr64rqYBcceKd_IDeOe8Wzt2ab Scale = 1:36.4 1 2 3 4 5 6 7 11 10 9 8 18 19 4x10 4x10 3x5 4x6 3x5 1.5x4 3x5 3x8 3x5 5-7-105-7-10 9-6-03-10-6 13-4-63-10-6 19-0-05-7-10 -1-6-0 1-6-0 5-7-10 5-7-10 5-11-11 0-4-1 9-6-0 3-6-5 13-0-5 3-6-5 13-4-6 0-4-1 19-0-0 5-7-10 20-6-0 1-6-0 0-4-74-0-44-4-40-4-74-0-48.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-6], [3:0-5-4,0-1-1], [5:0-5-4,0-1-1], [6:0-5-0,0-0-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.72 0.83 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.16 0.07 0.06 (loc) 10-11 10-11 6 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins, except 2-0-0 oc purlins (3-11-10 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. REACTIONS.(lb/size)2=1710/0-5-8, 6=1710/0-5-8 Max Horz 2=-68(LC 6) Max Uplift 2=-216(LC 8), 6=-216(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2489/373, 3-4=-2010/328, 4-5=-2010/328, 5-6=-2489/373 BOT CHORD 2-11=-248/2036, 10-11=-330/2399, 8-10=-330/2399, 6-8=-237/2005 WEBS 3-11=-79/802, 4-11=-547/130, 4-10=-158/618, 4-8=-547/130, 5-8=-79/802 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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) 2=216, 6=216. 9) Girder carries hip end with 5-9-6 right side setback, 5-9-6 left side setback, and 6-0-0 end setback. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 376 lb down and 121 lb up at 13-4-6, and 376 lb down and 121 lb up at 5-7-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-35, 5-7=-70, 11-12=-39(F=-19), 8-11=-142(F=-122), 8-15=-39(F=-19) Continued on page 2 January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss D1 Truss Type California Girder Qty 1 Ply 1 CC 4 Job Reference (optional) K5632453 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:12 2019 Page 2 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-k58f_6clDWRiK4wa?wr64rqYBcceKd_IDeOe8Wzt2ab LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-304 5=-304 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss D2 Truss Type California Qty 1 Ply 1 CC 4 Job Reference (optional) K5632454 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:12 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-k58f_6clDWRiK4wa?wr64rqf8cj5KhyIDeOe8Wzt2ab Scale = 1:36.4 1 2 3 4 5 6 7 8 11 10 9 18 19 20 21 4x5 5x6 3x5 3x5 3x8 1.5x4 3x5 1.5x4 3x5 7-7-107-7-10 11-4-63-8-12 19-0-07-7-10 -1-6-0 1-6-0 3-11-5 3-11-5 7-7-10 3-8-5 7-11-11 0-4-1 11-0-5 3-0-10 11-4-6 0-4-1 15-0-11 3-8-5 19-0-0 3-11-5 20-6-0 1-6-0 0-4-75-4-45-8-40-4-75-4-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [4:0-2-8,0-1-1], [5:0-3-0,0-1-1], [7:0-2-0,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.27 0.42 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.18 0.03 -0.02 (loc) 9-17 9-17 7 9-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=960/0-5-8, 7=960/0-5-8 Max Horz 2=86(LC 11) Max Uplift 2=-46(LC 12), 7=-46(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1220/107, 3-4=-1001/101, 4-5=-769/106, 5-6=-1008/99, 6-7=-1221/105 BOT CHORD 2-11=-15/984, 9-11=0/781, 7-9=-28/986 WEBS 3-11=-264/77, 4-11=0/302, 5-9=0/278 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 7-7-10, Exterior(2) 7-7-10 to 15-2-5, Interior(1) 15-2-5 to 20-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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) 2, 7. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss D3 Truss Type Common Qty 1 Ply 1 CC 4 Job Reference (optional) K5632455 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:13 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-CIh1BSdN_qZZxEVmZdMLd3NpY?_o36aRRI7Cgyzt2aa Scale = 1:40.3 1 2 3 4 5 6 8 7 15 16 17 18 4x5 4x5 3x5 3x8 4x5 1.5x4 1.5x4 9-6-09-6-0 19-0-09-6-0 -1-6-0 1-6-0 4-11-7 4-11-7 9-6-0 4-6-9 14-0-9 4-6-9 19-0-0 4-11-7 0-4-76-8-70-4-78.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-4], [6:0-0-0,0-0-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.36 0.71 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.31 0.03 0.03 (loc) 8-11 8-11 6 8-11 l/defl >999 >741 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=851/0-5-8, 2=964/0-5-8 Max Horz 2=101(LC 11) Max Uplift 6=-14(LC 12), 2=-48(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1183/87, 3-4=-905/83, 4-5=-907/90, 5-6=-1190/95 BOT CHORD 2-8=-22/945, 6-8=-23/958 WEBS 4-8=-26/608, 5-8=-353/91, 3-8=-338/88 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 9-6-0, Exterior(2) 9-6-0 to 12-6-0, Interior(1) 12-6-0 to 19-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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) 6, 2. January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss DMG1 Truss Type Jack-Closed Qty 2 Ply 1 CC 4 Job Reference (optional) K5632456 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:15 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-8gpoc7fdWRqHBXe9g2OpiUSAxpnpX4ykvccIlrzt2aY Scale = 1:27.0 1 2 3 4 6 5 10 3x5 1.5x4 1.5x4 6-0-06-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 5-11-11 0-11-11 0-4-74-4-40-3-88.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.30 0.29 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.00 -0.03 (loc) 6-9 6-9 2 6-9 l/defl >999 >651 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=382/0-5-8, 6=261/Mechanical Max Horz 2=121(LC 12) Max Uplift 2=-9(LC 12), 6=-43(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 5-11-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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) 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) 2, 6. January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss E1 Truss Type California Qty 1 Ply 1 CC 4 Job Reference (optional) K5632457 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:16 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-ctNAqTfFHly8ohDLElv2Fh_JvD1yGI8t7FMsHHzt2aX Scale = 1:42.8 1 2 3 4 5 6 7 8 12 11 10 9 19 20 21 4x5 6x8 4x5 3x5 3x5 3x5 3x8 1.5x4 5x6 5x6 3x6 9-6-09-6-0 17-6-58-0-5 19-4-61-10-1 21-0-01-7-10 -1-6-0 1-6-0 4-11-7 4-11-7 9-6-0 4-6-9 13-6-2 4-0-2 17-6-5 4-0-2 18-11-4 1-4-15 19-4-6 0-5-2 21-0-0 1-7-10 0-4-71-4-46-8-70-4-71-4-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [5:0-3-0,0-1-8], [6:0-5-4,0-3-0], [7:0-2-8,0-1-1], [8:0-5-0,0-0-10] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.68 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.36 0.04 0.07 (loc) 12-18 12-18 8 10-12 l/defl >999 >705 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 86 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins, except 2-0-0 oc purlins (4-11-5 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=941/Mechanical, 2=1054/0-5-8 Max Horz 2=102(LC 11) Max Uplift 8=-16(LC 12), 2=-49(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1342/94, 3-4=-1064/91, 4-5=-1053/100, 5-6=-3213/189, 6-7=-1245/88, 7-8=-1504/98 BOT CHORD 2-12=-32/1077, 10-12=-30/1253, 9-10=-80/2494, 8-9=-60/1244 WEBS 3-12=-339/88, 4-12=-39/801, 5-12=-604/98, 5-10=-90/1886, 6-10=-1198/124, 6-9=-1444/23, 7-9=-34/715 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 9-6-0, Exterior(2) 9-6-0 to 12-6-0, Interior(1) 12-6-0 to 19-4-6, Exterior(2) 19-4-6 to 21-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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) 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) 8, 2. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss E2 Truss Type California Qty 1 Ply 1 CC 4 Job Reference (optional) K5632458 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:17 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-43xY1pgt234?QroXoTRHnvXRUdNk?oB1Mv5Pqkzt2aW Scale = 1:41.7 1 2 3 4 5 6 7 11 10 9 8 18 19 20 21 4x5 5x12 4x5 3x5 3x5 3x5 3x8 1.5x4 1.5x4 3x5 9-6-09-6-0 15-6-56-0-5 17-4-61-10-1 21-0-03-7-10 -1-6-0 1-6-0 4-11-7 4-11-7 9-6-0 4-6-9 15-6-5 6-0-5 16-11-4 1-4-15 17-4-6 0-5-2 21-0-0 3-7-10 0-4-72-8-46-8-70-4-72-8-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [6:0-2-8,0-1-1], [7:0-2-9,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.62 0.65 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.38 0.04 -0.03 (loc) 11-17 11-17 7 11-17 l/defl >999 >667 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except 2-0-0 oc purlins (5-0-8 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=941/Mechanical, 2=1054/0-5-8 Max Horz 2=102(LC 11) Max Uplift 7=-16(LC 12), 2=-49(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1333/98, 3-4=-1060/96, 4-5=-1078/96, 5-6=-1166/99, 6-7=-1458/99 BOT CHORD 2-11=-31/1070, 9-11=-65/1626, 8-9=-63/1628, 7-8=-38/1161 WEBS 3-11=-325/83, 4-11=-21/697, 5-11=-885/110, 5-8=-768/40, 6-8=-30/690 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 9-6-0, Exterior(2) 9-6-0 to 12-6-0, Interior(1) 12-6-0 to 17-4-6, Exterior(2) 17-4-6 to 20-7-2, Interior(1) 20-7-2 to 21-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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) 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) 7, 2. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss E3 Truss Type California Qty 1 Ply 1 CC 4 Job Reference (optional) K5632459 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:18 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-YFVwE9hVpMCs2?NjLAyWK64eo0kMkLdAbZryMAzt2aV Scale = 1:41.7 1 2 3 4 5 6 7 11 10 9 8 18 19 20 2122 4x5 4x12 4x10 3x5 3x5 3x5 3x8 1.5x4 1.5x4 3x5 9-6-09-6-0 13-6-54-0-5 15-4-61-10-1 21-0-05-7-10 -1-6-0 1-6-0 4-11-7 4-11-7 9-6-0 4-6-9 13-6-5 4-0-5 14-11-4 1-4-15 15-4-6 0-5-2 21-0-0 5-7-10 0-4-74-0-46-8-70-4-74-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [6:0-5-4,0-1-1], [7:0-2-9,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.45 0.62 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.38 0.04 -0.03 (loc) 11-17 11-17 7 11-17 l/defl >999 >665 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins, except 2-0-0 oc purlins (5-3-9 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=941/Mechanical, 2=1054/0-5-8 Max Horz 2=102(LC 11) Max Uplift 7=-16(LC 12), 2=-49(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1335/101, 3-4=-1057/100, 4-5=-1024/105, 5-6=-1069/106, 6-7=-1382/99 BOT CHORD 2-11=-33/1073, 9-11=-24/1209, 8-9=-24/1207, 7-8=-17/1067 WEBS 3-11=-339/87, 4-11=-41/759, 5-11=-564/92, 5-8=-315/16, 6-8=0/472 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 9-6-0, Exterior(2) 9-6-0 to 12-6-0, Interior(1) 12-6-0 to 15-4-6, Exterior(2) 15-4-6 to 18-4-6, Interior(1) 18-4-6 to 21-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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) 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) 7, 2. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss E4 Truss Type California Qty 1 Ply 1 CC 4 Job Reference (optional) K5632460 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:19 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-1R3ISVi8agKig9ywvuTlsKcrrQ3KToYKqDaWuczt2aU Scale = 1:44.2 1 2 3 4 5 6 7 8 12 11 10 9 19 20 21 22 4x5 4x12 4x5 3x6 3x5 3x5 3x8 1.5x4 1.5x4 3x8 1.5x4 9-6-09-6-0 11-6-52-0-5 13-4-61-10-1 21-0-07-7-10 -1-6-0 1-6-0 4-11-7 4-11-7 9-6-0 4-6-9 11-6-5 2-0-5 12-11-4 1-4-15 13-4-6 0-5-2 17-0-11 3-8-5 21-0-0 3-11-5 0-4-75-4-46-8-70-4-75-4-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [6:0-2-8,0-1-1], [8:0-6-0,0-0-10] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.64 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.36 0.04 -0.03 (loc) 12-18 12-18 8 12-18 l/defl >999 >701 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 98 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, except 2-0-0 oc purlins (5-10-15 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=941/Mechanical, 2=1054/0-5-8 Max Horz 2=102(LC 11) Max Uplift 8=-16(LC 12), 2=-49(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1337/102, 3-4=-1058/99, 4-5=-960/112, 5-6=-915/102, 6-7=-1181/104, 7-8=-1405/109 BOT CHORD 2-12=-35/1075, 11-12=0/951, 9-11=0/947, 8-9=-45/1144 WEBS 3-12=-342/88, 4-12=-54/800, 5-12=-421/97, 5-11=-254/0, 6-9=-15/435, 7-9=-278/75 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 9-6-0, Exterior(2) 9-6-0 to 11-6-5, Interior(1) 11-6-5 to 13-4-6, Exterior(2) 13-4-6 to 16-4-6, Interior(1) 16-4-6 to 21-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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) 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) 8, 2. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss E5 Truss Type California Qty 1 Ply 1 CC 4 Job Reference (optional) K5632461 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:20 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-VedhfrimL_SZHJX6Tb__PX9?gqOXCH8T2tK3Q3zt2aT Scale = 1:43.5 1 2 3 4 5 6 7 109 8 17 18 19 20 21 4x5 4x5 4x5 4x5 4x6 3x5 1.5x4 3x5 1.5x4 9-7-109-7-10 11-4-61-8-12 21-0-09-7-10 -1-6-0 1-6-0 4-11-5 4-11-5 9-7-10 4-8-5 10-0-12 0-5-2 10-11-4 0-10-8 11-4-6 0-5-2 16-0-11 4-8-5 21-0-0 4-11-5 0-4-76-8-47-0-40-4-76-8-48.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-4], [4:0-2-8,0-1-1], [5:0-2-8,0-1-1], [7:0-0-0,0-0-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.43 0.64 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.40 0.03 -0.04 (loc) 8-13 8-13 7 10-16 l/defl >999 >632 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 84 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=941/Mechanical, 2=1054/0-5-8 Max Horz 2=102(LC 11) Max Uplift 7=-16(LC 12), 2=-49(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1338/111, 3-4=-1050/104, 4-5=-784/114, 5-6=-1053/112, 6-7=-1347/117 BOT CHORD 2-10=-46/1077, 8-10=0/784, 7-8=-42/1092 WEBS 3-10=-354/97, 4-10=-4/317, 5-8=-17/329, 6-8=-371/101 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 9-7-10, Exterior(2) 9-7-10 to 15-7-5, Interior(1) 15-7-5 to 21-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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) 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) 7, 2. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss E6 Truss Type Common Qty 2 Ply 1 CC 4 Job Reference (optional) K5632462 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:22 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-R0kR4Xk0tbiHXchVa00SUyEMFd82gBWmWBpAVxzt2aR Scale = 1:44.1 1 2 3 4 5 6 9 8 7 16 17 18 19 20 3x5 3x5 3x5 3x5 4x5 1.5x4 3x5 1.5x4 7-1-107-1-10 13-10-66-8-12 21-0-07-1-10 -1-6-0 1-6-0 5-5-7 5-5-7 10-6-0 5-0-9 15-6-9 5-0-9 21-0-0 5-5-7 0-4-77-4-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-6], [6:0-5-0,0-0-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.36 0.44 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.15 0.03 0.03 (loc) 7-9 7-12 6 7-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 83 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=941/Mechanical, 2=1054/0-5-8 Max Horz 2=111(LC 11) Max Uplift 6=-16(LC 12), 2=-49(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1363/81, 3-4=-1217/126, 4-5=-1229/136, 5-6=-1354/92 BOT CHORD 2-9=-15/1066, 7-9=0/706, 6-7=-17/1080 WEBS 4-7=-43/554, 5-7=-347/100, 4-9=-37/535, 3-9=-338/99 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 10-6-0, Exterior(2) 10-6-0 to 13-6-0, Interior(1) 13-6-0 to 21-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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 = 10.0psf. 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) 6, 2. January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss E7 Truss Type Common Qty 2 Ply 1 CC 4 Job Reference (optional) K5632463 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:26 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-Jo_ywunXwqCj?E_Gps5OfoP1ZFVGc?gMRpnOeizt2aN Scale = 1:44.8 1 2 3 4 5 6 71098 17 18 19 20 21 3x5 3x5 3x5 4x5 1.5x4 3x5 1.5x4 3x5 7-1-107-1-10 13-10-66-8-12 21-0-07-1-10 -1-6-0 1-6-0 5-5-7 5-5-7 10-6-0 5-0-9 15-6-9 5-0-9 21-0-0 5-5-7 22-6-0 1-6-0 0-4-77-4-70-4-78.00 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 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.34 0.43 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.15 0.03 -0.03 (loc) 8-10 8-10 6 8-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1050/0-5-8, 6=1050/0-5-8 Max Horz 2=-114(LC 10) Max Uplift 2=-48(LC 12), 6=-48(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1357/76, 3-4=-1210/121, 4-5=-1210/121, 5-6=-1357/76 BOT CHORD 2-10=0/1067, 8-10=0/700, 6-8=0/1061 WEBS 4-8=-39/537, 5-8=-337/98, 4-10=-39/536, 3-10=-337/98 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 10-6-0, Exterior(2) 10-6-0 to 13-6-0, Interior(1) 13-6-0 to 22-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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 = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss E8 Truss Type COMMON GIRDER Qty 1 Ply 2 CC 4 Job Reference (optional) K5632464 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:29 2019 Page 1 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-kNf4YwpPDlaIshjrV_e5GR1QdSRbpABo7n?2F1zt2aK Scale = 1:46.7 1 2 3 4 5 6 10 9 8 71516 17 5x8 5x8 7x8 WB8x10 5x6 4x10 4x10 4x10 4x10 6-1-86-1-8 10-6-04-4-8 14-10-84-4-8 21-0-06-1-8 -1-6-0 1-6-0 6-1-8 6-1-8 10-6-0 4-4-8 14-10-8 4-4-8 21-0-0 6-1-8 0-4-77-4-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-0-13,Edge], [6:0-0-13,Edge], [9:0-5-7,0-4-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.86 0.77 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.27 0.07 0.07 (loc) 7-12 7-12 6 9-10 l/defl >999 >935 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 225 lb FT = 10% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF Stud/Std *Except* 4-9: 2x4 HF No.2 OTHERS 2x4 HF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=7194/0-5-8, 2=5959/0-5-8 Max Horz 2=113(LC 27) Max Uplift 6=-1469(LC 29), 2=-1477(LC 28) Max Grav 6=7725(LC 42), 2=6521(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11100/2450, 3-4=-7302/1256, 4-5=-7308/1245, 5-6=-10916/2507 BOT CHORD 2-10=-2118/9311, 9-10=-2118/9311, 7-9=-2177/9227, 6-7=-2177/9227 WEBS 4-9=-341/7357, 5-9=-3421/215, 5-7=-145/3536, 3-9=-3558/151, 3-10=-77/3815 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 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 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.5psf; BCDL=4.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf 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) 6=1469, 2=1477. 10) This truss has been designed for a total drag load of 3720 lb. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 19-6-0 to 21-0-0 for 2480.0 plf. 11) Girder carries tie-in span(s): 28-0-0 from 6-1-8 to 21-0-0 Continued on page 2 January 22,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug CircleCorona, CA 92880 Job B-19-00098-A Truss E8 Truss Type COMMON GIRDER Qty 1 Ply 2 CC 4 Job Reference (optional) K5632464 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jan 21 18:29:29 2019 Page 2 Roof Truss Supply, Woodinville, WA - 98072, ID:Z5Zx9FGe7ca0ry0HYB0s2Nzt4Xj-kNf4YwpPDlaIshjrV_e5GR1QdSRbpABo7n?2F1zt2aK NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 2 lb up at 2-0-12, and 125 lb down and 2 lb up at 4-0-12, and 2395 lb down and 44 lb up at 6-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 2-10=-20, 6-10=-595(F=-575) Concentrated Loads (lb) Vert: 10=-2395(F) 15=-89(F) 16=-125(F) PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.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. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I 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 Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS 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 CHORDSBEARING4 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.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths