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HomeMy WebLinkAboutTRUSS CUT6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 76800 - 8682 LONESOME/ BYERS Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.3 1 of 2 This package includes 47 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: Customer Info: HOMECRETE HOMES INC. Project Name: 8682 LONESOME/BYERS Model: Subdivision: Address: 8682 LONESOME State: FLCity: ST LUCIE COUNTY Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: June 15,2020 Albani, Thomas The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T20468636 A Date 6/15/202T20468637ATA6/15/203T20468638ATB6/15/204T20468639C6/15/205T20468640C16/15/206T20468641D6/15/207T20468642D16/15/208T20468643D46/15/209T20468644D56/15/2010T20468645D66/15/2011T20468646D6A6/15/2012T20468647D76/15/2013T20468648E6/15/2014T20468649G6/15/20 No.Seal#Truss Name 15 T20468650 G1 Date 6/15/2016T20468651G26/15/2017T20468652GRA6/15/2018T20468653GRB6/15/2019T20468654GRC6/15/2020T20468655GRD6/15/2021T20468656GRE6/15/2022T20468657GRG6/15/2023T20468658GRK6/15/2024T20468659J16/15/2025T20468660J26/15/2026T20468661J36/15/2027T20468662J56/15/2028T20468663J76/15/20 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 76800 - 8682 LONESOME/ BYERS 2 of 2 Site Information: Lot/Block: Customer Info: HOMECRETE HOMES INC. Project Name: 8682 LONESOME/BYERS Model: Subdivision: Address: 8682 LONESOME State: FLCity: ST LUCIE COUNTY No.Seal#Truss Name 29 T20468664 JC3 Date 6/15/2030T20468665JC56/15/2031T20468666JC76/15/2032T20468667K6/15/2033T20468668K16/15/2034T20468669KJ26/15/2035T20468670KJ36/15/2036T20468671KJ56/15/2037T20468672KJ76/15/2038T20468673KJC76/15/2039T20468674MV26/15/2040T20468675MV46/15/2041T20468676MV66/15/2042T20468677MV86/15/2043T20468678V46/15/2044T20468679V86/15/2045T20468680VA6/15/2046T20468681VB6/15/2047T20468682VC6/15/20 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss A Truss Type Hip Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468636 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:29 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-sOgnb49Ee_PMM1c6qYVMdYGWJqOGoie5XSmGqwz6?hu Scale = 1:40.7 1 2 3 4 5 6 7 8 11 10 9 18 19 20 21 4x5 4x5 3x5 3x6 3x4 2x3 3x4 2x3 3x5 9-0-0 9-0-0 13-4-0 4-4-0 22-4-0 9-0-0 -1-4-0 1-4-0 5-8-12 5-8-12 9-0-0 3-3-4 13-4-0 4-4-0 16-7-4 3-3-4 22-4-0 5-8-12 23-8-0 1-4-0 0-4-14-1-10-4-14-1-15.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [7:0-0-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.26 0.42 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.31 0.04 0.12 (loc) 9-17 9-17 7 11-14 l/defl >999 >858 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-136(LC 10) Max Uplift 2=-541(LC 12), 7=-541(LC 12) Max Grav 2=898(LC 1), 7=898(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1603/1184, 3-4=-1335/982, 4-5=-1210/947, 5-6=-1335/982, 6-7=-1603/1183 BOT CHORD 2-11=-972/1522, 9-11=-670/1233, 7-9=-991/1455 WEBS 3-11=-371/392, 4-11=-156/361, 5-9=-156/362, 6-9=-371/392 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2) 9-0-0 to 17-6-15, Interior(1) 17-6-15 to 23-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541 lb uplift at joint 2 and 541 lb uplift at joint 7. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss ATA Truss Type ATTIC Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468637 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:30 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-KaE9oQAtPIXD_BBIOG0bAmoZtEdBX3GEm6VpMMz6?ht Scale = 1:40.7 1 2 3 4 5 6 7 8 9 12 11 10 17 18 19 20 3x6 3x8 5x6 2x3 3x4 3x8 3x8 2x3 3x4 3x8 7-0-03-6-127-6-4 7-6-4 14-9-12 7-3-8 22-4-0 7-6-4 -1-4-0 1-4-0 7-6-4 7-6-4 8-9-8 1-3-4 9-11-6 1-1-14 11-0-0 1-0-10 11-4-0 0-4-0 12-4-10 1-0-10 13-6-8 1-1-14 14-9-12 1-3-4 22-4-0 7-6-4 23-8-0 1-4-0 0-4-14-11-10-4-15.00 12 Plate Offsets (X,Y)-- [2:0-4-13,0-1-8], [5:0-3-0,Edge], [8:0-4-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.78 0.89 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.59 0.05 0.28 (loc) 10-12 10-12 8 10-12 l/defl >742 >452 n/a >973 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-7-7 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-163(LC 10) Max Uplift 2=-497(LC 12), 8=-497(LC 12) Max Grav 2=1097(LC 18), 8=1097(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2060/822, 3-4=-1755/831, 4-5=-481/1325, 5-6=-481/1325, 6-7=-1755/831, 7-8=-2060/822 BOT CHORD 2-12=-573/1827, 10-12=-573/1827, 8-10=-573/1827 WEBS 3-12=-11/566, 4-6=-3243/1398, 7-10=-11/566 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-2-0, Exterior(2) 11-2-0 to 15-4-15, Interior(1) 15-4-15 to 23-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 497 lb uplift at joint 2 and 497 lb uplift at joint 8. 8) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss ATB Truss Type ATTIC Qty 4 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468638 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:32 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-GyMvD6B7xvnxDVLhVh23FBuvR2Jg?z1XDQ_wQFz6?hr Scale = 1:40.1 1 2 3 4 5 6 7 8 9 12 11 10 17 18 19 20 3x6 3x8 5x6 2x3 3x4 2x3 3x4 3x8 3x8 3x8 7-0-03-6-127-6-4 7-6-4 14-9-12 7-3-8 22-4-0 7-6-4 -1-4-0 1-4-0 7-6-4 7-6-4 8-9-8 1-3-4 9-11-6 1-1-14 11-2-0 1-2-10 12-4-10 1-2-10 13-6-8 1-1-14 14-9-12 1-3-4 22-4-0 7-6-4 23-8-0 1-4-0 0-4-14-11-140-4-15.00 12 Plate Offsets (X,Y)-- [2:0-4-13,0-1-8], [5:0-3-0,Edge], [8:0-4-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.78 0.89 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.59 0.05 0.27 (loc) 10-12 10-12 8 10-12 l/defl >745 >453 n/a >977 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-10-1 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=164(LC 11) Max Uplift 2=-497(LC 12), 8=-497(LC 12) Max Grav 2=1097(LC 18), 8=1097(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2061/784, 3-4=-1755/798, 4-5=-428/1262, 5-6=-428/1262, 6-7=-1755/797, 7-8=-2061/783 BOT CHORD 2-12=-549/1828, 10-12=-549/1828, 8-10=-549/1828 WEBS 7-10=0/566, 3-12=0/566, 4-6=-3187/1311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-2-0, Exterior(2) 11-2-0 to 14-2-0, Interior(1) 14-2-0 to 23-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 497 lb uplift at joint 2 and 497 lb uplift at joint 8. 8) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss C Truss Type Roof Special Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468639 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:34 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-DLUgenDNTW1fToV3d65XKczHSr_2ToEqhkT1V7z6?hp Scale = 1:69.7 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 5x8 MT18HS 6x8 5x6 3x6 3x4 6x8 6x8 6x8 7x8 MT18HS 5x6 3x4 4x6 3x4 4x5 6x8 5x6 7x10 MT18HS 3x4 3x8 3x5 2-8-0 2-8-0 6-2-8 3-6-8 10-10-8 4-8-0 13-8-0 2-9-8 14-8-0 1-0-0 22-6-13 7-10-13 30-5-11 7-10-13 38-8-0 8-2-5 -1-4-0 1-4-0 2-8-0 2-8-0 6-2-8 3-6-8 10-10-8 4-8-0 13-8-0 2-9-8 14-8-0 1-0-0 22-6-13 7-10-13 30-5-11 7-10-13 38-8-0 8-2-5 0-4-12-11-14-1-10-8-05.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-6-7,0-0-0], [2:0-8-13,Edge], [3:0-1-12,0-0-12], [4:0-5-12,0-2-8], [6:0-3-0,0-2-4], [17:0-8-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.62 0.90 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -0.86 0.25 0.63 (loc) 17 17 12 17 l/defl >981 >527 n/a >719 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 222 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 2-22: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 15-17: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-8-13 oc bracing. WEBS 1 Row at midpt 15-17, 8-13 2 Rows at 1/3 pts 10-12 REACTIONS. (size)12=Mechanical, 2=0-8-0 Max Horz 2=257(LC 12) Max Uplift 12=-753(LC 12), 2=-881(LC 12) Max Grav 12=1399(LC 1), 2=1550(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4759/3386, 3-4=-4712/3398, 4-5=-5180/3602, 5-6=-4139/2868, 6-7=-3879/2743, 7-8=-4077/2889, 8-10=-2446/1653 BOT CHORD 20-21=-2562/3449, 19-20=-2567/3465, 18-19=-3738/5238, 17-18=-2889/4085, 7-17=-156/402, 15-16=-398/660, 13-15=-2375/3493, 12-13=-1653/2446, 2-21=-3343/4355 WEBS 4-20=-65/271, 4-19=-1255/1870, 5-19=-785/603, 5-18=-1721/1257, 6-18=-1085/1549, 7-18=-779/574, 15-17=-1988/2848, 8-17=-550/626, 8-15=-148/266, 8-13=-1162/801, 10-13=-291/713, 10-12=-2654/1790, 4-21=-854/1052 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-6-4, Interior(1) 2-6-4 to 6-2-8, Exterior(2) 6-2-8 to 10-0-14, Interior(1) 10-0-14 to 13-8-0, Exterior(2) 13-8-0 to 17-6-6, Interior(1) 17-6-6 to 38-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 753 lb uplift at joint 12 and 881 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss C1 Truss Type Roof Special Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468640 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:35 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-hX22r7E?Eq9W4y4GApcmtpWP5FJuCD1zwODa1az6?ho Scale = 1:69.7 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 23 24 25 26 27 28 5x12 MT18HS 5x8 MT18HS 5x8 3x6 3x4 6x8 6x8 6x8 7x10 MT18HS 7x14 MT18HS 4x6 3x4 6x8 3x8 5x6 3x4 3x4 3x4 2-0-0 2-0-0 2-8-0 0-8-0 4-2-8 1-6-8 8-10-8 4-8-0 14-8-0 5-9-8 15-8-0 1-0-0 23-2-13 7-6-13 30-9-11 7-6-13 38-8-0 7-10-5 -1-4-0 1-4-0 2-8-0 2-8-0 4-2-8 1-6-8 8-10-8 4-8-0 14-8-0 5-9-8 15-8-0 1-0-0 23-2-13 7-6-13 30-9-11 7-6-13 38-8-0 7-10-5 0-4-12-1-14-11-10-8-05.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [2:0-6-7,0-0-0], [4:0-9-12,0-2-8], [6:0-4-0,0-1-13], [14:0-3-0,0-1-8], [18:0-3-8,0-3-0], [20:0-4-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.81 0.92 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.72 -1.41 0.29 0.98 (loc) 17-18 17-18 11 17-18 l/defl >633 >323 n/a >464 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 219 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 17-20: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 4-18,5-17,7-14,9-12,6-15: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-0-12 oc bracing. WEBS 1 Row at midpt 5-17, 7-12, 9-11, 14-17 REACTIONS. (size)11=Mechanical, 2=0-8-0 Max Horz 2=302(LC 12) Max Uplift 11=-756(LC 12), 2=-873(LC 12) Max Grav 11=1407(LC 1), 2=1563(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4909/3343, 3-4=-4365/2957, 4-5=-7723/5107, 5-6=-3602/2383, 6-7=-3233/2268, 7-9=-1954/1319 BOT CHORD 19-20=-3215/4308, 18-19=-3041/4154, 17-18=-5391/7835, 14-15=-197/310, 12-14=-1932/2854, 11-12=-1319/1954, 2-20=-3350/4506 WEBS 4-19=-250/389, 4-18=-2331/3679, 5-18=-877/697, 5-17=-4616/3132, 7-12=-1056/719, 9-12=-322/740, 9-11=-2242/1511, 6-17=-477/966, 14-17=-1742/2555, 7-17=-378/470, 3-20=-371/550, 3-19=-325/218 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-9-12, Interior(1) 2-9-12 to 4-2-8, Exterior(2) 4-2-8 to 8-0-14, Interior(1) 8-0-14 to 15-8-0, Exterior(2) 15-8-0 to 19-6-6, Interior(1) 19-6-6 to 38-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 756 lb uplift at joint 11 and 873 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss D Truss Type Hip Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468641 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:37 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-dw9oGpFGlRPDKGDeIEeEyEbry33bgDdGNiih6Sz6?hm Scale = 1:59.5 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 25 26 27 28 29 3x6 4x8 4x5 4x6 3x5 5x6 7x8 3x4 3x4 4x4 2x3 3x4 3x4 3x4 3x4 3x10 5x10 3x5 4-0-0 4-0-0 9-6-0 5-6-0 15-0-0 5-6-0 18-8-0 3-8-0 23-8-0 5-0-0 28-6-2 4-10-2 34-0-0 5-5-14 4-0-0 4-0-0 9-6-0 5-6-0 15-0-0 5-6-0 19-0-0 4-0-0 23-8-0 4-8-0 28-6-2 4-10-2 34-0-0 5-5-14 0-4-16-7-10-7-133-0-112-0-36-7-15.00 12 2.50 12 Plate Offsets (X,Y)-- [5:0-5-4,0-2-0], [8:0-3-0,Edge], [10:0-1-6,Edge], [11:0-3-8,0-1-8], [13:0-6-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.41 0.65 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.61 0.30 0.42 (loc) 13-14 13-14 10 13-14 l/defl >999 >667 n/a >973 L/d 360 240 n/a 240 PLATES MT20 Weight: 176 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-13: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-4 oc bracing. REACTIONS. (size)1=0-8-0, 10=Mechanical Max Horz 1=-222(LC 10) Max Uplift 1=-673(LC 12), 10=-673(LC 12) Max Grav 1=1258(LC 1), 10=1258(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2906/1947, 2-4=-3406/2283, 4-5=-2936/2006, 5-6=-3282/2275, 6-7=-3488/2325, 7-9=-4483/2980, 9-10=-2804/1855 BOT CHORD 1-17=-1717/2665, 16-17=-1723/2693, 15-16=-2012/3173, 14-15=-1584/2724, 13-14=-2653/4226, 7-13=-171/386, 10-11=-1618/2558 WEBS 2-17=-467/377, 2-16=-283/473, 4-15=-537/441, 5-15=-188/354, 5-14=-534/842, 6-14=-662/1101, 7-14=-1051/810, 11-13=-1719/2721, 9-13=-943/1532, 9-11=-1001/726 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 15-0-0, Exterior(2) 15-0-0 to 23-9-12, Interior(1) 23-9-12 to 34-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 673 lb uplift at joint 1 and 673 lb uplift at joint 10. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss D1 Truss Type Roof Special Qty 3 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468642 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:38 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-56jBT9GuWlX4xQorsx9TVS8_4SPtPdwQcMRFevz6?hl Scale = 1:58.6 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 24 25 26 27 3x6 4x6 4x6 3x5 5x6 7x8 3x8 3x4 4x4 2x3 3x4 4x8 2x3 3x10 5x14 3x5 4-0-0 4-0-0 11-4-0 7-4-0 18-8-0 7-4-0 23-8-0 5-0-0 28-6-2 4-10-2 34-0-0 5-5-14 -1-4-0 1-4-0 4-0-0 4-0-0 10-6-0 6-6-0 11-4-0 0-10-0 17-0-0 5-8-0 23-8-0 6-8-0 28-6-2 4-10-2 34-0-0 5-5-14 0-4-17-5-10-7-133-0-112-0-35.00 12 2.50 12 Plate Offsets (X,Y)-- [8:0-3-0,Edge], [10:0-1-6,Edge], [11:0-3-8,0-1-8], [13:0-9-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.58 0.65 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.62 0.30 0.42 (loc) 13-14 14-15 10 13-14 l/defl >999 >662 n/a >974 L/d 360 240 n/a 240 PLATES MT20 Weight: 175 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-13: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-4 oc bracing. REACTIONS. (size)2=0-8-0, 10=Mechanical Max Horz 2=267(LC 11) Max Uplift 2=-774(LC 12), 10=-671(LC 12) Max Grav 2=1331(LC 1), 10=1257(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2944/1778, 3-5=-3361/2006, 5-6=-3331/2169, 6-7=-3453/2063, 7-9=-4490/2705, 9-10=-2796/1743 BOT CHORD 2-16=-1603/2704, 15-16=-1607/2737, 14-15=-1225/2499, 13-14=-2395/4271, 7-13=-153/373, 10-11=-1510/2549 WEBS 3-16=-472/378, 3-15=-98/381, 5-15=-415/430, 6-15=-641/933, 6-14=-919/1800, 7-14=-1163/851, 11-13=-1601/2703, 9-13=-820/1552, 9-11=-992/663 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-0-13, Interior(1) 2-0-13 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13, Interior(1) 20-4-13 to 34-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 774 lb uplift at joint 2 and 671 lb uplift at joint 10. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss D4 Truss Type Hip Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468643 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:39 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-ZJHZhVHWH3fxZaN1Pfgi1fg9gsjr85xZq0BoALz6?hk Scale = 1:61.7 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 25 26 27 28 4x6 4x6 5x8 4x6 3x5 5x6 6x8 3x10 3x4 3x4 3x4 3x4 2x3 3x4 3x4 2x3 4-0-0 4-0-0 10-3-4 6-3-4 16-6-8 6-3-4 17-5-8 0-11-0 18-8-0 1-2-8 26-0-0 7-4-0 34-0-0 8-0-0 -1-4-0 1-4-0 4-0-0 4-0-0 10-3-4 6-3-4 16-6-8 6-3-4 17-5-8 0-11-0 22-9-0 5-3-8 28-0-8 5-3-8 34-0-0 5-11-8 35-4-0 1-4-0 0-4-17-2-120-4-13-0-117-2-125.00 12 2.50 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [7:0-4-0,0-1-13], [9:0-3-0,Edge], [11:0-1-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.52 0.79 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.84 0.39 0.55 (loc) 13-14 13-14 11 13-14 l/defl >947 >485 n/a >743 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-9 oc bracing. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-265(LC 10) Max Uplift 2=-772(LC 12), 11=-772(LC 12) Max Grav 2=1330(LC 1), 11=1330(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2902/1794, 3-5=-3379/2101, 5-6=-2785/1753, 6-7=-2530/1691, 7-8=-3441/2119, 8-10=-4441/2700, 10-11=-4716/2884 BOT CHORD 2-18=-1563/2656, 17-18=-1568/2685, 16-17=-1774/3145, 15-16=-1221/2502, 14-15=-1289/2632, 13-14=-2224/3867, 11-13=-2592/4375 WEBS 3-18=-463/355, 3-17=-199/449, 5-16=-673/549, 6-16=-453/749, 7-15=-642/348, 7-14=-1078/1896, 8-14=-776/653, 8-13=-160/533, 10-13=-279/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-0-13, Interior(1) 2-0-13 to 16-6-8, Exterior(2) 16-6-8 to 22-3-3, Interior(1) 22-3-3 to 35-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 772 lb uplift at joint 2 and 772 lb uplift at joint 11. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss D5 Truss Type Hip Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468644 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:41 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-WhPJ6AImpgvfotXPX4jA64mRdgOHc4esIKgvFDz6?hi Scale = 1:61.7 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 22 23 24 25 3x6 4x8 5x6 5x6 3x5 5x6 3x8 3x4 3x4 3x4 3x4 5x8 2x3 4-0-0 4-0-0 9-7-0 5-7-0 15-2-0 5-7-0 18-8-0 3-6-0 26-3-0 7-7-0 34-0-0 7-9-0 -1-4-0 1-4-0 4-0-0 4-0-0 9-7-0 5-7-0 15-2-0 5-7-0 18-10-0 3-8-0 26-3-0 7-5-0 34-0-0 7-9-0 35-4-0 1-4-0 0-4-16-7-140-4-13-0-116-7-145.00 12 2.50 12 Plate Offsets (X,Y)-- [6:0-5-4,0-2-0], [7:0-3-0,0-2-4], [8:0-3-0,0-3-4], [9:0-0-9,Edge], [12:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.81 0.80 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.86 0.39 0.54 (loc) 11-12 11-12 9 11-12 l/defl >952 >476 n/a >751 L/d 360 240 n/a 240 PLATES MT20 Weight: 163 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-4 oc bracing. WEBS 1 Row at midpt 8-12 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-244(LC 10) Max Uplift 2=-772(LC 12), 9=-772(LC 12) Max Grav 2=1330(LC 1), 9=1330(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2881/1853, 3-5=-3390/2213, 5-6=-2902/1913, 6-7=-3233/2195, 7-8=-3527/2244, 8-9=-4695/2981 BOT CHORD 2-15=-1614/2634, 14-15=-1619/2661, 13-14=-1887/3157, 12-13=-1435/2692, 11-12=-2685/4360, 9-11=-2672/4352 WEBS 3-15=-467/362, 3-14=-262/489, 5-13=-553/467, 6-13=-196/346, 6-12=-538/848, 7-12=-552/1023, 8-12=-1205/877, 8-11=0/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-0-13, Interior(1) 2-0-13 to 15-2-0, Exterior(2) 15-2-0 to 23-7-11, Interior(1) 23-7-11 to 35-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 772 lb uplift at joint 2 and 772 lb uplift at joint 9. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss D6 Truss Type Scissor Qty 3 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468645 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:42 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-_uzhJWJOa_2WQ16c5nEPfIIfB4mPLSA?X_PSngz6?hh Scale = 1:52.6 1 2 3 4 5 6 9 8 7 16 17 18 19 5x6 4x6 5x6 3x8 3x8 6x8 2x3 2x3 7-11-0 7-11-0 15-4-0 7-5-0 22-9-0 7-5-0 30-8-0 7-11-0 32-0-0 1-4-0 7-11-0 7-11-0 15-4-0 7-5-0 22-9-0 7-5-0 30-8-0 7-11-0 32-0-0 1-4-0 0-4-16-8-110-4-13-0-115.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-0-9,Edge], [2:0-3-0,0-3-4], [4:0-3-0,0-3-4], [5:0-0-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.63 0.67 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.81 0.45 0.51 (loc) 7-8 7-8 5 7-8 l/defl >897 >454 n/a >720 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-10 oc bracing. WEBS 1 Row at midpt 4-8, 2-8 REACTIONS. (size)1=0-8-0, 5=0-8-0 Max Horz 1=-234(LC 10) Max Uplift 1=-605(LC 12), 5=-708(LC 12) Max Grav 1=1133(LC 1), 5=1208(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4142/2445, 2-3=-2943/1713, 3-4=-2943/1688, 4-5=-4122/2401 BOT CHORD 1-9=-2144/3836, 8-9=-2149/3840, 7-8=-2135/3821, 5-7=-2126/3816 WEBS 3-8=-918/1815, 4-8=-1208/846, 4-7=0/287, 2-8=-1207/863, 2-9=0/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-13, Interior(1) 3-0-13 to 15-4-0, Exterior(2) 15-4-0 to 18-4-13, Interior(1) 18-4-13 to 32-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 1 and 708 lb uplift at joint 5. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss D6A Truss Type Scissor Qty 4 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468646 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:43 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-S4X4XsK0LHAN2BhoeVleCVrq_T6w4vN9le9?J6z6?hg Scale = 1:51.7 1 2 3 4 5 8 7 6 15 16 17 18 5x6 4x6 5x6 3x8 3x8 6x8 2x3 2x3 7-11-0 7-11-0 15-4-0 7-5-0 22-9-0 7-5-0 30-8-0 7-11-0 7-11-0 7-11-0 15-4-0 7-5-0 22-9-0 7-5-0 30-8-0 7-11-0 0-4-16-8-110-4-13-0-115.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-0-9,Edge], [2:0-3-0,0-3-4], [4:0-3-0,0-3-4], [5:0-0-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.63 0.66 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.81 0.45 0.52 (loc) 7-8 7-8 5 7-8 l/defl >903 >455 n/a >709 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-11 oc bracing. WEBS 1 Row at midpt 4-7, 2-7 REACTIONS. (size)1=0-8-0, 5=0-8-0 Max Horz 1=-218(LC 10) Max Uplift 1=-607(LC 12), 5=-607(LC 12) Max Grav 1=1135(LC 1), 5=1135(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4149/2474, 2-3=-2951/1744, 3-4=-2951/1744, 4-5=-4149/2474 BOT CHORD 1-8=-2198/3843, 7-8=-2202/3847, 6-7=-2202/3847, 5-6=-2197/3843 WEBS 3-7=-942/1822, 4-7=-1225/857, 4-6=0/288, 2-7=-1208/857, 2-8=0/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-13, Interior(1) 3-0-13 to 15-4-0, Exterior(2) 15-4-0 to 18-4-13, Interior(1) 18-4-13 to 30-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 607 lb uplift at joint 1 and 607 lb uplift at joint 5. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss D7 Truss Type Hip Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468647 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:44 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-wG4SkCLf6bIEfLG_CCGtkjN_MtS6pMfI_IuZsYz6?hf Scale = 1:53.6 1 2 3 4 5 8 7 6 15 16 17 18 5x8 MT18HS 3x8 3x8 5x6 2x3 5x6 2x3 6x8 7-10-8 7-10-8 15-4-0 7-5-8 22-9-8 7-5-8 30-8-0 7-10-8 7-10-8 7-10-8 15-0-0 7-1-8 15-4-0 0-4-0 15-8-0 0-4-0 22-9-8 7-1-8 30-8-0 7-10-8 0-4-16-7-10-4-13-0-115.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-0-9,Edge], [2:0-3-0,0-3-4], [4:0-3-0,0-3-4], [5:0-0-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.65 0.66 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.81 0.45 0.52 (loc) 7-8 7-8 5 7-8 l/defl >898 >452 n/a >704 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 127 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-3 oc bracing. WEBS 1 Row at midpt 2-7, 4-7 REACTIONS. (size)1=0-8-0, 5=0-8-0 Max Horz 1=-216(LC 10) Max Uplift 1=-607(LC 12), 5=-607(LC 12) Max Grav 1=1135(LC 1), 5=1135(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4154/2541, 2-3=-3001/1830, 3-4=-3001/1841, 4-5=-4154/2534 BOT CHORD 1-8=-2297/3848, 7-8=-2307/3853, 6-7=-2285/3853, 5-6=-2276/3848 WEBS 2-8=0/288, 4-6=0/288, 3-7=-969/1815, 2-7=-1165/860, 4-7=-1184/861 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-13, Interior(1) 3-0-13 to 15-4-0, Exterior(2) 15-4-0 to 19-8-1, Interior(1) 19-8-1 to 30-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 607 lb uplift at joint 1 and 607 lb uplift at joint 5. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss E Truss Type COMMON Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468648 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:45 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-OTeqxYMHtvQ5HVrBmwn6HwwFBHwvYyUSDye6O?z6?he Scale = 1:22.0 1 2 3 4 5 6 13 14 3x4 3x4 2x3 4x4 4-8-0 4-8-0 9-4-0 4-8-0 -1-4-0 1-4-0 4-8-0 4-8-0 9-4-0 4-8-0 10-8-0 1-4-0 0-4-12-3-60-4-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.26 0.18 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.02 -0.01 (loc) 6-12 6-9 4 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-7-6 oc bracing. REACTIONS. (size)2=0-8-0, 4=0-8-0 Max Horz 2=79(LC 11) Max Uplift 2=-465(LC 12), 4=-465(LC 12) Max Grav 2=417(LC 1), 4=417(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-518/1080, 3-4=-518/1080 BOT CHORD 2-6=-867/443, 4-6=-867/443 WEBS 3-6=-491/206 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-8-0, Exterior(2) 4-8-0 to 7-8-0, Interior(1) 7-8-0 to 10-8-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 465 lb uplift at joint 2 and 465 lb uplift at joint 4. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss G Truss Type Hip Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468649 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:47 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-KrmaMENXPWgpXo_ZtKqaML?a?5XW0nCkgF7DStz6?hc Scale = 1:54.3 1 2 3 4 5 6 7 8 9 13 12 11 10 20 21 22 23 24 25 26 27 4x8 4x8 3x5 3x6 3x4 2x3 3x8 2x3 3x4 2x3 3x5 9-0-0 9-0-0 15-4-0 6-4-0 21-8-0 6-4-0 30-8-0 9-0-0 -1-4-0 1-4-0 5-8-12 5-8-12 9-0-0 3-3-4 15-4-0 6-4-0 21-8-0 6-4-0 24-11-4 3-3-4 30-8-0 5-8-12 32-0-0 1-4-0 0-4-14-1-10-4-14-1-15.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [4:0-5-4,0-2-0], [6:0-5-4,0-2-0], [8:0-0-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.49 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.31 0.08 0.19 (loc) 11 10-19 8 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 146 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-8 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-147(LC 10) Max Uplift 2=-706(LC 12), 8=-706(LC 12) Max Grav 2=1207(LC 1), 8=1207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2390/1702, 3-4=-2130/1512, 4-5=-2343/1728, 5-6=-2343/1728, 6-7=-2130/1512, 7-8=-2390/1702 BOT CHORD 2-13=-1447/2178, 11-13=-1152/1940, 10-11=-1171/1940, 8-10=-1466/2178 WEBS 3-13=-330/361, 4-13=-161/412, 4-11=-392/576, 5-11=-394/406, 6-11=-392/576, 6-10=-161/412, 7-10=-330/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-13, Interior(1) 1-8-13 to 9-0-0, Exterior(2) 9-0-0 to 13-4-1, Interior(1) 13-4-1 to 21-8-0, Exterior(2) 21-8-0 to 26-0-1, Interior(1) 26-0-1 to 32-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2 and 706 lb uplift at joint 8. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss G1 Truss Type Hip Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468650 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:48 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-o1KyaaO9Aqog8yZmR2LpvZYmdUtnlFpuvvsm?Jz6?hb Scale = 1:54.3 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 23 24 25 26 4x5 4x5 3x4 4x6 3x4 2x3 3x8 3x4 3x8 3x4 2x3 3x4 5-9-14 5-9-14 11-0-0 5-2-2 19-8-0 8-8-0 24-10-2 5-2-2 30-8-0 5-9-14 -1-4-0 1-4-0 5-9-14 5-9-14 11-0-0 5-2-2 15-4-0 4-4-0 19-8-0 4-4-0 24-10-2 5-2-2 30-8-0 5-9-14 32-0-0 1-4-0 0-4-14-11-10-4-14-11-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.31 0.42 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.32 0.08 0.16 (loc) 11-13 11-13 8 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 152 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-8 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-176(LC 10) Max Uplift 2=-706(LC 12), 8=-706(LC 12) Max Grav 2=1207(LC 1), 8=1207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2450/1668, 3-4=-1949/1384, 4-5=-1758/1355, 5-6=-1758/1355, 6-7=-1949/1384, 7-8=-2450/1668 BOT CHORD 2-14=-1420/2219, 13-14=-1420/2219, 11-13=-1126/1870, 10-11=-1439/2219, 8-10=-1439/2219 WEBS 3-13=-560/459, 4-13=-274/494, 5-13=-281/216, 5-11=-281/216, 6-11=-275/494, 7-11=-561/459 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-13, Interior(1) 1-8-13 to 11-0-0, Exterior(2) 11-0-0 to 15-4-0, Interior(1) 15-4-0 to 19-8-0, Exterior(2) 19-8-0 to 24-0-1, Interior(1) 24-0-1 to 32-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2 and 706 lb uplift at joint 8. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss G2 Truss Type Hip Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468651 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:49 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-HEuLnwPnx7wWm68y?ls2Rm5wVuD?Udb18ZcKXmz6?ha Scale = 1:54.3 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 22 23 24 25 26 27 4x8 4x6 3x4 3x6 3x4 2x3 3x4 3x8 3x4 2x3 3x4 6-9-14 6-9-14 13-0-0 6-2-2 17-8-0 4-8-0 23-10-2 6-2-2 30-8-0 6-9-14 -1-4-0 1-4-0 6-9-14 6-9-14 13-0-0 6-2-2 17-8-0 4-8-0 23-10-2 6-2-2 30-8-0 6-9-14 32-0-0 1-4-0 0-4-15-9-10-4-15-9-15.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.42 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 0.08 0.15 (loc) 12 12-13 7 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 152 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-14 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-204(LC 10) Max Uplift 2=-706(LC 12), 7=-706(LC 12) Max Grav 2=1207(LC 1), 7=1207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2409/1599, 3-4=-1763/1269, 4-5=-1570/1257, 5-6=-1764/1269, 6-7=-2409/1599 BOT CHORD 2-13=-1345/2174, 12-13=-1345/2174, 10-12=-867/1570, 9-10=-1365/2174, 7-9=-1365/2174 WEBS 3-13=0/280, 3-12=-715/531, 4-12=-188/409, 5-10=-207/410, 6-10=-714/530, 6-9=0/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-13, Interior(1) 1-8-13 to 13-0-0, Exterior(2) 13-0-0 to 17-4-1, Interior(1) 17-4-1 to 17-8-0, Exterior(2) 17-8-0 to 22-0-1, Interior(1) 22-0-1 to 32-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2 and 706 lb uplift at joint 7. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss GRA Truss Type Hip Girder Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468652 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:51 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-Dc?5CbQ2SlAE?QIK6AuWWBABBirxyePKbt5Rbez6?hY Scale = 1:40.7 1 2 3 4 5 6 7 11 10 9 8 18 19 20 21 22 23 5x8 5x8 3x5 4x6 2x3 3x8 2x3 2x3 3x5 3-9-14 3-9-14 7-0-0 3-2-2 11-2-0 4-2-0 15-4-0 4-2-0 18-6-2 3-2-2 22-4-0 3-9-14 -1-4-0 1-4-0 3-9-14 3-9-14 7-0-0 3-2-2 11-2-0 4-2-0 15-4-0 4-2-0 18-6-2 3-2-2 22-4-0 3-9-14 23-8-0 1-4-0 0-4-13-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge], [3:0-5-12,0-2-8], [5:0-5-12,0-2-8], [6:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.61 0.65 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.28 0.09 (loc) 9 9 6 l/defl >999 >966 n/a L/d 240 240 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-2 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=110(LC 24) Max Uplift 2=-1236(LC 8), 6=-1236(LC 8) Max Grav 2=1672(LC 1), 6=1672(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3550/2585, 3-4=-3677/2745, 4-5=-3677/2745, 5-6=-3550/2585 BOT CHORD 2-11=-2239/3214, 9-11=-2255/3241, 8-9=-2255/3241, 6-8=-2239/3214 WEBS 3-11=-330/628, 3-9=-400/637, 4-9=-474/425, 5-9=-400/637, 5-8=-330/628 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1236 lb uplift at joint 2 and 1236 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 212 lb down and 341 lb up at 7-0-0, 139 lb down and 167 lb up at 9-0-12, 139 lb down and 167 lb up at 11-2-0, and 139 lb down and 167 lb up at 13-3-4, and 212 lb down and 341 lb up at 15-4-0 on top chord, and 346 lb down and 369 lb up at 7-0-0, 85 lb down and 28 lb up at 9-0-12, 85 lb down and 28 lb up at 11-2-0, and 85 lb down and 28 lb up at 13-3-4, and 346 lb down and 369 lb up at 15-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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 + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 12-15=-20 Concentrated Loads (lb) Vert: 3=-165(F) 5=-165(F) 11=-346(F) 9=-66(F) 4=-110(F) 8=-346(F) 19=-110(F) 20=-110(F) 22=-66(F) 23=-66(F) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss GRB Truss Type Common Girder Qty 1 Ply 2 8682 LONESOME/ BYERS Job Reference (optional) T20468653 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:53 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-9?7rdHSI_MQyFjSjEbw_ccFUQVVQQQYd3BaXgXz6?hW Scale = 1:39.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9192021 22 5x6 5x12 MT18HS5x12 MT18HS 5x8 MT18HS 10x10 4x6 7x8 3x5 3x8 4x6 7x8 3x5 3x8 THD26-2 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 4-1-14 4-1-14 7-0-0 2-10-2 11-2-0 4-2-0 15-4-0 4-2-0 18-2-2 2-10-2 22-4-0 4-1-14 -1-4-0 1-4-0 4-1-14 4-1-14 7-0-0 2-10-2 11-2-0 4-2-0 15-4-0 4-2-0 18-2-2 2-10-2 22-4-0 4-1-14 0-4-14-11-140-4-15.00 12 Plate Offsets (X,Y)-- [2:0-3-11,0-3-4], [8:0-3-11,0-3-4], [10:0-3-8,0-4-12], [13:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.82 0.77 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.49 0.13 0.37 (loc) 10-11 10-11 8 11-13 l/defl >999 >543 n/a >720 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 262 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. REACTIONS. (size)8=0-8-0, 2=0-8-0 Max Horz 2=163(LC 24) Max Uplift 8=-4371(LC 8), 2=-3486(LC 8) Max Grav 8=7889(LC 1), 2=6021(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-14921/8479, 3-4=-14990/8576, 4-5=-11140/6321, 5-6=-11141/6322, 6-7=-14887/8337, 7-8=-17385/9664 BOT CHORD 2-14=-7761/13745, 13-14=-7761/13745, 11-13=-7796/13827, 10-11=-7573/13729, 9-10=-8872/16048, 8-9=-8872/16048 WEBS 5-11=-4644/8268, 6-11=-4217/2359, 6-10=-1947/3642, 7-10=-2697/1509, 7-9=-1125/2134, 4-11=-4336/2630, 4-13=-2189/3745, 3-13=-410/350 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 6-10 2x4 - 1 row at 0-3-0 oc, member 4-13 2x4 - 1 row at 0-3-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 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 4371 lb uplift at joint 8 and 3486 lb uplift at joint 2. 9) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to back face of bottom chord. 10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 21-0-12 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss GRB Truss Type Common Girder Qty 1 Ply 2 8682 LONESOME/ BYERS Job Reference (optional) T20468653 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:53 2020 Page 2 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-9?7rdHSI_MQyFjSjEbw_ccFUQVVQQQYd3BaXgXz6?hW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-8=-54, 2-8=-20 Concentrated Loads (lb) Vert: 11=-1387(B) 10=-1238(B) 13=-3066(B) 16=-1237(B) 19=-1379(B) 20=-1405(B) 21=-1237(B) 22=-1237(B) 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss GRC Truss Type HALF HIP GIRDER Qty 1 Ply 2 8682 LONESOME/ BYERS Job Reference (optional) T20468654 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:59 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-_9U7tKW3aCB6zevtas1OrtVY2wVFq7sWR71stBz6?hQ Scale = 1:68.5 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 5x12 MT18HS 3x4 6x8 7x8 7x8 7x10 MT18HS 7x14 MT18HS 5x8 MT18HS 4x4 3x8 3x4 3x4 3x4 6x8 5x8 3x4 3x4 3x4 3x5 2-8-0 2-8-0 7-0-0 4-4-0 12-6-14 5-6-14 14-8-0 2-1-2 18-0-0 3-4-0 23-0-0 5-0-0 29-0-7 6-0-7 33-9-6 4-8-14 38-8-0 4-10-10 -1-4-0 1-4-0 2-8-0 2-8-0 7-0-0 4-4-0 12-6-14 5-6-14 14-8-0 2-1-2 18-0-0 3-4-0 23-0-0 5-0-0 29-0-7 6-0-7 33-9-6 4-8-14 38-8-0 4-10-10 0-4-13-3-10-8-05.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-9-13,Edge], [2:0-7-2,0-0-0], [4:0-9-12,0-2-8], [7:0-4-0,0-3-0], [15:0-3-8,0-2-4], [19:0-3-8,0-1-8], [21:0-4-4,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.69 1.00 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.68 -1.35 0.32 1.03 (loc) 17 17 11 17 l/defl >665 >335 n/a >440 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 429 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-16,15-18,7-15,8-13,9-12: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. REACTIONS. (size)11=Mechanical, 2=0-8-0 Max Horz 2=212(LC 25) Max Uplift 11=-1869(LC 8), 2=-1914(LC 8) Max Grav 11=3086(LC 1), 2=3152(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11183/6430, 3-4=-8384/4952, 4-5=-11604/6936, 5-6=-13163/7846, 6-7=-12881/7686, 7-8=-7666/4631, 8-9=-4476/2711 BOT CHORD 20-21=-5761/9777, 19-20=-4680/7825, 18-19=-6936/11604, 15-16=-648/1125, 13-15=-5970/9925, 12-13=-4631/7666, 11-12=-2711/4476, 2-21=-6048/10327 WEBS 3-20=-2036/1123, 4-20=-521/1073, 4-19=-2439/4141, 5-19=-1283/915, 5-18=-992/1730, 16-18=-119/530, 6-18=-496/462, 15-18=-5367/8873, 7-15=-854/683, 7-13=-2515/1492, 8-13=-663/1403, 8-12=-3762/2263, 9-12=-1192/2234, 9-11=-5210/3155, 3-21=-843/1609, 7-18=-1879/3237 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: 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1869 lb uplift at joint 11 and 1914 lb uplift at joint 2. Continued on page 2 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss GRC Truss Type HALF HIP GIRDER Qty 1 Ply 2 8682 LONESOME/ BYERS Job Reference (optional) T20468654 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:50:59 2020 Page 2 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-_9U7tKW3aCB6zevtas1OrtVY2wVFq7sWR71stBz6?hQ NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 159 lb down and 238 lb up at 7-0-0, 134 lb down and 145 lb up at 9-0-12, 134 lb down and 145 lb up at 11-0-12, 134 lb down and 145 lb up at 13-0-12, 139 lb down and 167 lb up at 15-0-12, 139 lb down and 167 lb up at 17-0-12, 139 lb down and 167 lb up at 19-0-12, 139 lb down and 167 lb up at 21-0-12, 139 lb down and 167 lb up at 23-0-12, 139 lb down and 167 lb up at 25-0-12, 139 lb down and 167 lb up at 27-0-12, 139 lb down and 167 lb up at 29-0-12, 139 lb down and 167 lb up at 31-0-12, 139 lb down and 167 lb up at 33-0-12, and 139 lb down and 167 lb up at 35-0-12, and 139 lb down and 167 lb up at 37-0-12 on top chord, and 412 lb down and 269 lb up at 7-0-0, 80 lb down and 50 lb up at 7-0-12, 80 lb down and 50 lb up at 9-0-12, 80 lb down and 50 lb up at 11-0-12, 80 lb down and 50 lb up at 13-0-12, 85 lb down and 28 lb up at 15-0-12, 85 lb down and 28 lb up at 17-0-12, 85 lb down and 28 lb up at 19-0-12, 85 lb down and 28 lb up at 21-0-12, 85 lb down and 28 lb up at 23-0-12, 85 lb down and 28 lb up at 25-0-12, 85 lb down and 28 lb up at 27-0-12, 85 lb down and 28 lb up at 29-0-12, 85 lb down and 28 lb up at 31-0-12, 85 lb down and 28 lb up at 33-0-12, and 85 lb down and 28 lb up at 35-0-12, and 85 lb down and 28 lb up at 37-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 4-10=-54, 2-22=-20, 18-21=-20, 11-17=-20, 2-21=-20 Concentrated Loads (lb) Vert: 4=-96(F) 20=-492(F=-80) 15=-66(F) 7=-110(F) 13=-66(F) 8=-110(F) 24=-96(F) 25=-96(F) 26=-96(F) 28=-110(F) 29=-110(F) 30=-110(F) 31=-110(F) 32=-110(F) 33=-110(F) 35=-110(F) 36=-110(F) 37=-110(F) 38=-110(F) 39=-80(F) 40=-80(F) 41=-80(F) 42=-66(F) 43=-66(F) 46=-66(F) 47=-66(F) 48=-66(F) 49=-66(F) 50=-66(F) 51=-66(F) 52=-66(F) 53=-66(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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss GRD Truss Type Roof Special Girder Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468655 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:01 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-wYctI0YJ6pRpCy3FiH4swIbvCkCBI__ouRWyy3z6?hO Scale = 1:68.2 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 28 29 30 31 5x6 7x8 5x6 5x6 4x5 3x4 4x6 5x8 6x8 4x8 7x8 3x5 4x8 3x4 3x8 4x8 3x4 4x4 3x4 3x4 4x8 3x12 2-2-8 2-2-8 6-10-8 4-8-0 12-3-4 5-4-12 17-8-0 5-4-12 21-8-0 4-0-0 25-8-0 4-0-0 29-9-6 4-1-6 33-10-13 4-1-6 38-8-0 4-9-3 -1-4-0 1-4-0 2-2-8 2-2-8 4-6-8 2-4-0 6-10-8 2-4-0 12-3-4 5-4-12 17-8-0 5-4-12 21-8-0 4-0-0 25-8-0 4-0-0 29-9-6 4-1-6 33-10-13 4-1-6 38-8-0 4-9-3 0-4-11-3-15-9-10-7-135-9-15.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [7:0-3-0,0-2-4], [9:0-3-0,0-2-4], [12:0-1-5,0-0-2], [20:0-3-8,0-3-8], [21:0-3-8,0-2-0], [22:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.58 0.85 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.98 0.15 0.72 (loc) 20-21 20-21 12 20-21 l/defl >886 >472 n/a >647 L/d 360 240 n/a 240 PLATES MT20 Weight: 246 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 *Except* 2-19: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-6 oc bracing. WEBS 1 Row at midpt 5-20, 6-18 REACTIONS. (size)12=Mechanical, 2=0-8-0 Max Horz 2=217(LC 7) Max Uplift 12=-762(LC 8), 2=-865(LC 8) Max Grav 12=1425(LC 21), 2=1507(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3626/1872, 3-4=-3541/1840, 4-5=-7733/4128, 5-6=-4283/2306, 6-7=-2797/1567, 7-8=-2542/1500, 8-9=-2301/1373, 9-10=-2519/1437, 10-11=-2935/1614, 11-12=-3315/1783 BOT CHORD 2-22=-1682/3462, 21-22=-3072/5812, 20-21=-4189/7916, 18-20=-2027/3934, 17-18=-1206/2527, 16-17=-1206/2527, 14-16=-1334/2673, 13-14=-1579/3036, 12-13=-1579/3036 WEBS 3-22=-670/1344, 5-21=-1128/687, 5-20=-4036/2191, 6-20=-445/1005, 6-18=-1652/951, 7-18=-410/830, 8-16=-502/215, 9-16=-382/750, 10-16=-561/347, 10-14=-89/295, 11-14=-442/273, 4-22=-2509/1381, 4-21=-1188/2111 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 762 lb uplift at joint 12 and 865 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 135 lb down and 58 lb up at 2-2-8, and 71 lb down and 36 lb up at 3-0-12, and 71 lb down and 35 lb up at 4-6-12 on top chord, and 88 lb down and 29 lb up at 2-2-8, and 23 lb down at 3-0-12, and 23 lb down at 4-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss GRD Truss Type Roof Special Girder Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468655 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:01 2020 Page 2 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-wYctI0YJ6pRpCy3FiH4swIbvCkCBI__ouRWyy3z6?hO LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 7-9=-54, 9-12=-54, 2-12=-20 Concentrated Loads (lb) Vert: 3=58(B) 22=15(B) 30=-1(B) 31=-1(B) 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss GRE Truss Type HIP GIRDER Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468656 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:02 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-OkAFWMZxt7Zgq6eSG_b5TV7Bk8kj1f2y75FWUVz6?hN Scale = 1:22.3 1 2 3 4 5 6 8 7 15 16 4x8 4x4 3x4 3x4 2x3 3x4 3-0-0 3-0-0 6-4-0 3-4-0 9-4-0 3-0-0 -1-4-0 1-4-0 3-0-0 3-0-0 6-4-0 3-4-0 9-4-0 3-0-0 10-8-0 1-4-0 0-4-11-7-10-4-11-7-15.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.15 0.12 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.01 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=57(LC 24) Max Uplift 2=-524(LC 8), 5=-524(LC 8) Max Grav 2=453(LC 1), 5=453(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-683/745, 3-4=-618/725, 4-5=-683/744 BOT CHORD 2-8=-632/609, 7-8=-647/618, 5-7=-638/610 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 524 lb uplift at joint 2 and 524 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163 lb down and 155 lb up at 3-0-0, and 36 lb down and 73 lb up at 4-8-0, and 163 lb down and 155 lb up at 6-4-0 on top chord, and 110 lb down and 28 lb up at 3-0-0, and 20 lb down and 16 lb up at 4-8-0, and 110 lb down and 28 lb up at 6-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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 + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20 Concentrated Loads (lb) Vert: 3=-15(F) 4=-15(F) 8=-12(F) 7=-12(F) 15=-7(F) 16=-12(F) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss GRG Truss Type Hip Girder Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468657 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:05 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-pJsO8Obq92xFhZM1x68o58laPLhNErLOp3UA5qz6?hK Scale = 1:54.3 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 25 26 27 28 29 30 31 32 33 34 5x8 MT18HS 5x8 MT18HS 5x8 MT18HS 4x8 5x8 MT18HS4x5 3x8 2x3 4x5 4x8 3-9-14 3-9-14 7-0-0 3-2-2 11-2-14 4-2-14 15-4-0 4-1-2 19-5-2 4-1-2 23-8-0 4-2-14 26-10-2 3-2-2 30-8-0 3-9-14 -1-4-0 1-4-0 3-9-14 3-9-14 7-0-0 3-2-2 11-2-14 4-2-14 15-4-0 4-1-2 19-5-2 4-1-2 23-8-0 4-2-14 26-10-2 3-2-2 30-8-0 3-9-14 32-0-0 1-4-0 0-4-13-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [2:0-9-9,Edge], [4:0-5-12,0-2-8], [7:0-3-0,Edge], [9:0-5-12,0-2-8], [11:0-9-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.69 0.44 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.65 -0.74 0.14 (loc) 16 16 11 l/defl >568 >498 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 183 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-5 oc bracing. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=119(LC 24) Max Uplift 2=-1701(LC 8), 11=-1701(LC 8) Max Grav 2=2420(LC 1), 11=2420(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5661/3881, 3-4=-5550/3894, 4-5=-6674/4611, 5-6=-7202/4934, 6-8=-7202/4934, 8-9=-6674/4611, 9-10=-5549/3894, 10-11=-5661/3881 BOT CHORD 2-20=-3478/5204, 19-20=-3478/5204, 18-19=-3447/5136, 16-18=-4407/6674, 15-16=-4407/6674, 14-15=-3447/5136, 13-14=-3478/5204, 11-13=-3478/5204 WEBS 3-19=-373/295, 4-19=-449/681, 4-18=-1160/1901, 5-18=-871/661, 5-16=-399/679, 6-16=-511/468, 8-16=-399/679, 8-15=-871/661, 9-15=-1160/1901, 9-14=-449/681, 10-14=-374/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1701 lb uplift at joint 2 and 1701 lb uplift at joint 11. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 212 lb down and 345 lb up at 7-0-0, 139 lb down and 167 lb up at 9-0-12, 139 lb down and 167 lb up at 11-0-12, 139 lb down and 167 lb up at 13-0-12, 139 lb down and 167 lb up at 15-0-12, 139 lb down and 167 lb up at 15-7-4, 139 lb down and 167 lb up at 17-7-4, 139 lb down and 167 lb up at 19-7-4, and 139 lb down and 167 lb up at 21-7-4, and 212 lb down and 345 lb up at 23-8-0 on top chord, and 346 lb down and 369 lb up at 7-0-0, 85 lb down and 28 lb up at 9-0-12, 85 lb down and 28 lb up at 11-0-12, 85 lb down and 28 lb up at 13-0-12, 85 lb down and 28 lb up at 15-0-12, 85 lb down and 28 lb up at 15-7-4, 85 lb down and 28 lb up at 17-7-4, 85 lb down and 28 lb up at 19-7-4, and 85 lb down and 28 lb up at 21-7-4, and 346 lb down and 369 lb up at 23-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) StandardContinued on page 2 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss GRG Truss Type Hip Girder Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468657 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:05 2020 Page 2 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-pJsO8Obq92xFhZM1x68o58laPLhNErLOp3UA5qz6?hK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-9=-54, 9-12=-54, 2-11=-20 Concentrated Loads (lb) Vert: 4=-165(B) 9=-165(B) 19=-346(B) 18=-66(B) 5=-110(B) 16=-132(B) 6=-220(B) 8=-110(B) 15=-66(B) 14=-346(B) 25=-110(B) 26=-110(B) 29=-110(B) 30=-110(B) 31=-66(B) 32=-66(B) 33=-66(B) 34=-66(B) 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss GRK Truss Type HIP GIRDER Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468658 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:06 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-HVQmLkcSwM36IjxDVqf1dLInyl2GzRpX2jDjdHz6?hJ Scale = 1:28.2 1 2 3 4 5 6 8 7 15 16 17 18 19 20 4x8 4x5 3x4 3x4 2x3 3x4 5-0-0 5-0-0 9-8-0 4-8-0 14-8-0 5-0-0 -1-4-0 1-4-0 5-0-0 5-0-0 9-8-0 4-8-0 14-8-0 5-0-0 16-0-0 1-4-0 0-4-12-5-10-4-12-5-15.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.45 0.34 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.10 -0.04 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=84(LC 7) Max Uplift 2=-1067(LC 8), 5=-1067(LC 8) Max Grav 2=933(LC 1), 5=933(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1802/2014, 3-4=-1640/1927, 4-5=-1803/2014 BOT CHORD 2-8=-1753/1624, 7-8=-1775/1640, 5-7=-1751/1625 WEBS 3-8=-333/353, 4-7=-331/354 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1067 lb uplift at joint 2 and 1067 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 181 lb down and 314 lb up at 5-0-0, 64 lb down and 137 lb up at 7-0-12, and 64 lb down and 137 lb up at 7-7-4, and 181 lb down and 314 lb up at 9-8-0 on top chord, and 113 lb down and 136 lb up at 5-0-0, 45 lb down and 56 lb up at 7-0-12, and 45 lb down and 56 lb up at 7-7-4, and 113 lb down and 136 lb up at 9-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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 + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20 Concentrated Loads (lb) Vert: 3=-134(B) 4=-134(B) 8=-86(B) 7=-86(B) 16=-63(B) 17=-63(B) 19=-36(B) 20=-36(B) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss J1 Truss Type JACK-OPEN Qty 20 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468659 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:08 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-DuXWmPdiSzJqY15ccFiVimNAXYoFRNPqV1iqi9z6?hH Scale = 1:6.7 1 2 3 4 3x4 1-0-0 1-0-0 -1-4-0 1-4-0 1-0-0 1-0-0 0-4-10-9-10-4-70-4-100-9-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.32 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=68(LC 12) Max Uplift 3=-1(LC 9), 2=-191(LC 12), 4=-12(LC 1) Max Grav 3=16(LC 12), 2=157(LC 1), 4=37(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 3, 191 lb uplift at joint 2 and 12 lb uplift at joint 4. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss J2 Truss Type Jack-Open Qty 2 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468660 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:09 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-h45v_leKDHRh9BgoAyDkF_wLHy7vAqf_khSOEcz6?hG Scale = 1:9.3 1 2 8 3 4 3x4 2-2-8 2-2-8 -1-4-0 1-4-0 2-2-8 2-2-8 0-4-11-3-10-10-111-3-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.32 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 -0.00 (loc) 7 7 3 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=94(LC 12) Max Uplift 3=-27(LC 12), 2=-167(LC 12) Max Grav 3=41(LC 17), 2=174(LC 1), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 167 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss J3 Truss Type JACK-OPEN Qty 15 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468661 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:10 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-9GfHB5fy_aZYnKF_kgkzoBSW1MQPvHu7zKBxm2z6?hF Scale = 1:10.9 1 2 8 3 4 3x4 3-0-0 3-0-0 -1-4-0 1-4-0 3-0-0 3-0-0 0-4-11-7-10-4-71-2-101-7-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.32 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=112(LC 12) Max Uplift 3=-61(LC 12), 2=-226(LC 12), 4=-47(LC 9) Max Grav 3=61(LC 1), 2=197(LC 1), 4=49(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 3, 226 lb uplift at joint 2 and 47 lb uplift at joint 4. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss J5 Truss Type JACK-OPEN Qty 12 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468662 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:11 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-dTDfPRgaluhPPUqAHNFCKP?gMmd_ek8HB_xUJUz6?hE Scale = 1:15.0 1 2 8 3 4 3x4 5-0-0 5-0-0 -1-4-0 1-4-0 5-0-0 5-0-0 0-4-12-5-10-4-72-0-102-5-15.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.34 0.88 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.05 -0.00 (loc) 4-7 4-7 3 l/defl >466 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=157(LC 12) Max Uplift 3=-122(LC 12), 2=-284(LC 12), 4=-80(LC 12) Max Grav 3=117(LC 1), 2=264(LC 1), 4=85(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 3, 284 lb uplift at joint 2 and 80 lb uplift at joint 4. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss J7 Truss Type Jack-Open Qty 27 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468663 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:13 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-arLPq7hrHVx7eo_ZPoHhPq4_xZQp6eeZfIQbNNz6?hC Scale = 1:19.0 1 2 8 9 3 4 3x4 7-0-0 7-0-0 -1-4-0 1-4-0 7-0-0 7-0-0 0-4-13-3-12-10-103-3-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.47 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.18 -0.00 0.15 (loc) 4-7 4-7 3 4-7 l/defl >999 >468 n/a >564 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=202(LC 12) Max Uplift 3=-152(LC 12), 2=-214(LC 12), 4=-8(LC 12) Max Grav 3=168(LC 17), 2=336(LC 1), 4=125(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 3, 214 lb uplift at joint 2 and 8 lb uplift at joint 4. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss JC3 Truss Type Jack-Open Qty 2 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468664 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:15 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-WESAEpj5p7Cqu67yWDK9VFANmNAvaY8s6cviSFz6?hA Scale = 1:10.9 1 2 3 7 6 11 4 5 3x4 3x4 4x6 2-8-0 2-8-0 3-0-0 0-4-0 -1-4-0 1-4-0 2-8-0 2-8-0 3-0-0 0-4-0 0-4-11-7-10-11-11-2-100-8-05.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-0-12], [3:0-2-0,0-1-11], [6:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MR 0.32 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 -0.00 (loc) 10 10 5 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=112(LC 12) Max Uplift 4=-17(LC 12), 2=-169(LC 12), 5=-30(LC 9) Max Grav 4=23(LC 1), 2=197(LC 1), 5=74(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 4, 169 lb uplift at joint 2 and 30 lb uplift at joint 5. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss JC5 Truss Type Jack-Open Qty 2 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468665 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:16 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-_Q0YS8kjaQKhVGi84wrO1SiW7nOxJ?N0LGeF_iz6?h9 Scale = 1:15.0 1 2 3 7 6 11 4 5 3x4 3x4 5x8 2-8-0 2-8-0 5-0-0 2-4-0 -1-4-0 1-4-0 2-8-0 2-8-0 5-0-0 2-4-0 0-4-12-5-11-9-12-0-100-8-05.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-0-12], [3:0-2-0,0-3-7], [6:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MR 0.41 0.64 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.01 0.05 (loc) 6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-10 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=157(LC 12) Max Uplift 4=-79(LC 12), 2=-188(LC 12), 5=-27(LC 12) Max Grav 4=99(LC 17), 2=264(LC 1), 5=82(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-7=-327/269 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 4, 188 lb uplift at joint 2 and 27 lb uplift at joint 5. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss JC7 Truss Type Jack-Open Qty 4 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468666 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:17 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-SdawfUkLLkSY7PHKeeMdagFiCBj02Sd9awOpW8z6?h8 Scale = 1:19.0 1 2 3 7 6 11 4 5 3x4 3x4 5x12 MT18HS 2-8-0 2-8-0 7-0-0 4-4-0 -1-4-0 1-4-0 2-8-0 2-8-0 7-0-0 4-4-0 0-4-13-3-12-7-12-10-100-8-05.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-0-12], [3:0-5-8,0-3-3], [6:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MR 0.32 0.65 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.17 -0.04 0.17 (loc) 5-6 5-6 5 5-6 l/defl >940 >483 n/a >485 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 25 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 *Except* 5-6: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-3-12 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=202(LC 12) Max Uplift 4=-130(LC 12), 2=-214(LC 12), 5=-30(LC 12) Max Grav 4=153(LC 17), 2=336(LC 1), 5=119(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-412/265 BOT CHORD 2-7=-440/420 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 4, 214 lb uplift at joint 2 and 30 lb uplift at joint 5. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss K Truss Type HIP Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468667 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:18 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-wp8Itqlz52aPlZsXCLts6toqPa6snsDJoa7M2az6?h7 Scale = 1:26.5 1 2 3 4 5 12 13 14 3x4 3x4 5x8 MT18HS 2x3 7-0-0 7-0-0 7-4-0 0-4-0 7-8-0 0-4-0 14-8-0 7-0-0 7-0-0 7-0-0 7-4-0 0-4-0 7-8-0 0-4-0 14-8-0 7-0-0 16-0-0 1-4-0 0-4-13-3-10-4-15.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.48 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.15 -0.02 (loc) 5-8 5-8 3 l/defl >709 >999 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 52 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-2 oc bracing. REACTIONS. (size)1=0-8-0, 3=0-8-0 Max Horz 1=-110(LC 10) Max Uplift 1=-570(LC 12), 3=-679(LC 12) Max Grav 1=539(LC 1), 3=618(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-888/1723, 2-3=-890/1697 BOT CHORD 1-5=-1444/765, 3-5=-1444/765 WEBS 2-5=-791/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-4-0, Exterior(2) 7-4-0 to 11-6-15, Interior(1) 11-6-15 to 16-0-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 570 lb uplift at joint 1 and 679 lb uplift at joint 3. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss K1 Truss Type COMMON Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468668 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:19 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-O?ih4AmcsLiGMjRjl3O5f5K0q_R6WJUS1Etvb0z6?h6 Scale = 1:26.1 1 2 3 4 5 12 13 14 15 3x4 3x4 2x3 5x6 7-4-0 7-4-0 14-8-0 7-4-0 7-4-0 7-4-0 14-8-0 7-4-0 16-0-0 1-4-0 0-4-13-4-110-4-15.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.48 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 -0.16 -0.02 (loc) 5-8 5-8 3 l/defl >740 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-2 oc bracing. REACTIONS. (size)1=0-8-0, 3=0-8-0 Max Horz 1=-112(LC 10) Max Uplift 1=-570(LC 12), 3=-679(LC 12) Max Grav 1=539(LC 1), 3=618(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-875/1663, 2-3=-876/1642 BOT CHORD 1-5=-1393/749, 3-5=-1393/749 WEBS 2-5=-789/338 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-4-0, Exterior(2) 7-4-0 to 10-4-0, Interior(1) 10-4-0 to 16-0-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 570 lb uplift at joint 1 and 679 lb uplift at joint 3.This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss KJ2 Truss Type Diagonal Hip Girder Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468669 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:20 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-tBG3IWnEdfq7_t0vJmvKCItGEOt6FoNbGucT7Tz6?h5 Scale = 1:9.8 1 2 8 3 9 4 3x4 3-0-12 3-0-12 -1-10-10 1-10-10 3-0-12 3-0-12 0-4-11-2-140-4-10-10-121-2-143.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.14 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=94(LC 24) Max Uplift 3=-7(LC 5), 2=-184(LC 8), 4=-6(LC 17) Max Grav 3=59(LC 22), 2=198(LC 28), 4=79(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 3, 184 lb uplift at joint 2 and 6 lb uplift at joint 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 59 lb up at 1-6-1, and 100 lb down and 59 lb up at 1-6-1 on top chord, and 43 lb down and 36 lb up at 1-6-1, and 43 lb down and 36 lb up at 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=117(F=59, B=59) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss KJ3 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468670 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:22 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-paNpiCoU9G4rDBAIRByoHjybQCYmjitujC5aCLz6?h3 Scale: 1"=1' 1 2 8 3 9 4 3x4 4-2-3 4-2-3 -1-10-10 1-10-10 2-4-10 2-4-10 4-2-3 1-9-9 0-4-11-6-130-4-11-2-121-6-133.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.16 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.03 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=111(LC 24) Max Uplift 3=-55(LC 8), 2=-254(LC 8), 4=-55(LC 5) Max Grav 3=75(LC 28), 2=222(LC 28), 4=70(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 3, 254 lb uplift at joint 2 and 55 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 59 lb up at 1-6-1, and 100 lb down and 59 lb up at 1-6-1 on top chord, and 98 lb down and 35 lb up at 1-6-1, and 98 lb down and 35 lb up at 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 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 + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=117(F=59, B=59) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss KJ5 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468671 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:24 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-lzVZ7tqkhuKZTUJgYc_GM82vc?CABcMBBWagGEz6?h1 Scale = 1:17.1 1 2 8 9 3 10 11 4 3x4 7-0-2 7-0-2 -1-10-10 1-10-10 3-9-9 3-9-9 7-0-2 3-2-9 0-4-12-4-130-4-12-0-122-4-133.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.31 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.17 -0.00 (loc) 4-7 4-7 3 l/defl >405 >478 n/a L/d 240 240 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=156(LC 8) Max Uplift 3=-141(LC 8), 2=-331(LC 8), 4=-114(LC 5) Max Grav 3=148(LC 1), 2=285(LC 1), 4=125(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 3, 331 lb uplift at joint 2 and 114 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 59 lb up at 1-6-1, 100 lb down and 59 lb up at 1-6-1, and 37 lb down and 76 lb up at 4-4-0, and 37 lb down and 76 lb up at 4-4-0 on top chord, and 98 lb down and 35 lb up at 1-6-1, 98 lb down and 35 lb up at 1-6-1, and 17 lb down and 4 lb up at 4-4-0, and 17 lb down and 4 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 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 + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=117(F=59, B=59) 9=-0(F=-0, B=-0) 11=-12(F=-6, B=-6) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss KJ7 Truss Type Diagonal Hip Girder Qty 4 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468672 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:25 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-D93yLDqMSBSQ4eut6JVVvMa5FPYlw_GKPAKEogz6?h0 Scale = 1:22.1 1 2 3 7 6 11 12 13 4 14 15 16 53x4 3x4 2x3 3x4 5-2-9 5-2-9 9-10-1 4-7-8 -1-10-10 1-10-10 5-2-9 5-2-9 9-10-1 4-7-8 0-4-13-2-130-4-12-10-123-2-133.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.25 0.27 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.06 -0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=201(LC 24) Max Uplift 4=-139(LC 8), 2=-370(LC 8), 5=-312(LC 5) Max Grav 4=131(LC 1), 2=431(LC 28), 5=308(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-780/728 BOT CHORD 2-7=-776/727, 6-7=-776/727 WEBS 3-7=-208/278, 3-6=-774/825 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 4, 370 lb uplift at joint 2 and 312 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 59 lb up at 1-6-1, 100 lb down and 59 lb up at 1-6-1, 37 lb down and 76 lb up at 4-4-0, 37 lb down and 76 lb up at 4-4-0, and 65 lb down and 146 lb up at 7-1-15, and 65 lb down and 146 lb up at 7-1-15 on top chord, and 43 lb down and 36 lb up at 1-6-1, 43 lb down and 36 lb up at 1-6-1, 17 lb down and 55 lb up at 4-4-0, 17 lb down and 55 lb up at 4-4-0, and 36 lb down and 95 lb up at 7-1-15, and 36 lb down and 95 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 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 + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11=117(F=59, B=59) 12=-0(F=-0, B=-0) 13=-81(F=-40, B=-40) 15=-12(F=-6, B=-6) 16=-56(F=-28, B=-28) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss KJC7 Truss Type Diagonal Hip Girder Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468673 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:26 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-hLdKYZr?DVaGioT3g10kRZ77kpoFfS8Ueq3nL6z6?h? Scale = 1:22.5 1 2 3 4 10 9 8 7 14 15 16 5 17 18 19 6 3x4 4x10 3x4 2x3 3x4 2x3 2-2-0 2-2-0 3-8-8 1-6-8 6-7-8 2-11-0 9-10-1 3-2-8 -1-10-10 1-10-10 2-2-0 2-2-0 3-8-8 1-6-8 6-7-8 2-11-0 9-10-1 3-2-8 0-4-13-2-130-4-12-10-122-6-130-8-03.54 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-9-8,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.78 0.64 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.48 0.11 0.30 (loc) 9 9 6 9 l/defl >579 >245 n/a >387 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=201(LC 8) Max Uplift 5=-66(LC 24), 2=-293(LC 8), 6=-241(LC 8) Max Grav 5=45(LC 17), 2=522(LC 28), 6=452(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-12=-271/18, 3-4=-1172/552 BOT CHORD 3-8=-622/1108, 7-8=-622/1108 WEBS 4-8=-169/418, 4-7=-1217/683, 3-10=-62/365 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 5, 293 lb uplift at joint 2 and 241 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 59 lb up at 1-6-1, 100 lb down and 59 lb up at 1-6-1, 81 lb down and 26 lb up at 4-4-0, 81 lb down and 26 lb up at 4-4-0, and 123 lb down and 101 lb up at 7-1-15, and 123 lb down and 101 lb up at 7-1-15 on top chord, and 43 lb down and 36 lb up at 1-6-1, 43 lb down and 36 lb up at 1-6-1, 44 lb down and 44 lb up at 4-4-0, 44 lb down and 44 lb up at 4-4-0, and 50 lb down and 44 lb up at 7-1-15, and 50 lb down and 44 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 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 + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 9-11=-20, 3-6=-20 Concentrated Loads (lb) Vert: 14=117(F=59, B=59) 16=-41(F=-21, B=-21) 18=-82(F=-41, B=-41) 19=-95(F=-48, B=-48) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss MV2 Truss Type Valley Qty 4 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468674 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:28 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-ekl4zFtFl6q_x6dSnS3CW_CfVcdH7QMn68YuO?z6?gz Scale = 1:6.9 1 2 3 3x4 2-0-0 2-0-0 0-10-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=29(LC 12) Max Uplift 1=-19(LC 12), 2=-35(LC 12) Max Grav 1=47(LC 1), 2=35(LC 17), 3=25(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 1 and 35 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss MV4 Truss Type Valley Qty 2 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468675 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:29 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-6wISAbutWQyrZFCeL9aR3ClkZ0xzstbwKoIRwRz6?gy Scale = 1:11.1 1 2 3 3x4 3x4 3x4 4-0-0 4-0-0 1-8-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-0, 3=4-0-0 Max Horz 1=70(LC 12) Max Uplift 1=-47(LC 12), 3=-77(LC 12) Max Grav 1=116(LC 1), 3=117(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 1 and 77 lb uplift at joint 3. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss MV6 Truss Type Valley Qty 2 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468676 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:29 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-6wISAbutWQyrZFCeL9aR3ClnW0y8ssxwKoIRwRz6?gy Scale = 1:15.7 1 2 3 5 4 6 7 3x4 3x4 3x4 2x3 2x3 6-0-0 6-0-0 2-6-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.12 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 1=115(LC 12) Max Uplift 4=-55(LC 12), 5=-158(LC 12) Max Grav 1=56(LC 1), 4=85(LC 17), 5=243(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-189/359 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 5-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 4 and 158 lb uplift at joint 5. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss MV8 Truss Type Valley Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468677 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:30 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-a7srOxuVHk5iBPnqvs5gbPHvgQGmbJz4ZS1?Tuz6?gx Scale = 1:20.1 1 2 3 5 4 6 3x4 3x4 3x4 2x3 2x3 8-0-0 8-0-0 3-4-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.40 0.22 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-0-0, 4=8-0-0, 5=8-0-0 Max Horz 1=160(LC 12) Max Uplift 4=-74(LC 12), 5=-219(LC 12) Max Grav 1=85(LC 1), 4=113(LC 17), 5=336(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-247/405 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 7-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 4 and 219 lb uplift at joint 5. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss V4 Truss Type Valley Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468678 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:31 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-2JQDbHv721DZoZM0Sacv8dq93qdOKn5Do6nY?Kz6?gw Scale = 1:7.5 1 2 3 3x4 3x6 3x4 4-0-0 4-0-0 2-0-0 2-0-0 4-0-0 2-0-0 0-10-05.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-0, 3=4-0-0 Max Horz 1=-17(LC 10) Max Uplift 1=-50(LC 12), 3=-50(LC 12) Max Grav 1=94(LC 1), 3=94(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 1 and 50 lb uplift at joint 3. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss V8 Truss Type Valley Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468679 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:32 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-WV_bpdwloLLQQjxD0H78hqNFbEyp3DAM0mW5Xmz6?gv Scale = 1:14.6 1 2 3 4 3x4 4x4 3x4 2x3 8-0-0 8-0-0 4-0-0 4-0-0 8-0-0 4-0-0 1-8-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.18 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-0-0, 3=8-0-0, 4=8-0-0 Max Horz 1=-43(LC 10) Max Uplift 1=-78(LC 12), 3=-78(LC 12), 4=-103(LC 12) Max Grav 1=118(LC 1), 3=118(LC 1), 4=248(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-166/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 1, 78 lb uplift at joint 3 and 103 lb uplift at joint 4. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss VA Truss Type VALLEY Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468680 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:33 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-_iYz0yxOZfTH2tVPa?eND2vNodG0ogZWFPGf3Cz6?gu Scale = 1:26.3 1 2 3 4 5 8 7 6 9 10 3x5 3x4 4x4 3x4 3x5 2x3 9-4-0 9-4-0 -1-4-0 1-4-0 4-8-0 4-8-0 9-4-0 4-8-0 10-8-0 1-4-0 2-2-114-2-02-2-115.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.60 0.31 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=9-4-0, 6=9-4-0, 7=9-4-0 Max Horz 8=204(LC 11) Max Uplift 8=-276(LC 12), 6=-276(LC 12), 7=-25(LC 12) Max Grav 8=259(LC 1), 6=259(LC 1), 7=311(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-221/434, 4-6=-221/434 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-8-0, Exterior(2) 4-8-0 to 7-8-0, Interior(1) 7-8-0 to 10-8-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 8, 276 lb uplift at joint 6 and 25 lb uplift at joint 7. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss VB Truss Type VALLEY Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468681 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:34 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-Su6LEIx0Kyb8f14b8i9cmFSZc1cFX89fU3?Ccfz6?gt Scale = 1:22.6 1 2 3 4 5 8 7 6 9 10 3x6 3x4 4x4 3x4 3x6 2x3 9-4-0 9-4-0 -1-4-0 1-4-0 4-8-0 4-8-0 9-4-0 4-8-0 10-8-0 1-4-0 1-4-113-4-01-4-115.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.53 0.31 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=9-4-0, 6=9-4-0, 7=9-4-0 Max Horz 8=151(LC 11) Max Uplift 8=-269(LC 12), 6=-269(LC 12), 7=-39(LC 12) Max Grav 8=270(LC 1), 6=270(LC 1), 7=288(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-232/434, 4-6=-232/432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-8-0, Exterior(2) 4-8-0 to 7-8-0, Interior(1) 7-8-0 to 10-8-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 269 lb uplift at joint 8, 269 lb uplift at joint 6 and 39 lb uplift at joint 7. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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 Component available 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. 6904 Parke East Blvd. Tampa, FL 36610 Job 76800 Truss VC Truss Type Valley Qty 1 Ply 1 8682 LONESOME/ BYERS Job Reference (optional) T20468682 8.330 s May 6 2020 MiTek Industries, Inc. Mon Jun 15 14:51:35 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:eOpQX2O_rZlQZxB0mUEc_ez63fy-w4gkReye5Gj?HAfohQhrIT?k5RxmGahpjjlm85z6?gs Scale = 1:18.3 1 2 3 4 5 6 7 8 4x5 2x3 3x4 3x6 3x4 3x6 9-4-0 9-4-0 4-8-0 4-8-0 9-4-0 4-8-0 0-6-112-6-00-6-115.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-3], [1:0-1-6,0-5-10], [3:0-0-0,0-1-3], [3:0-1-6,0-5-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.36 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=9-4-0, 1=9-4-0, 3=9-4-0 Max Horz 1=-69(LC 10) Max Uplift 4=-178(LC 12), 1=-96(LC 12), 3=-96(LC 12) Max Grav 4=383(LC 1), 1=157(LC 21), 3=157(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-249/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-8-0, Exterior(2) 4-8-0 to 7-8-0, Interior(1) 7-8-0 to 9-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 lb uplift at joint 4, 96 lb uplift at joint 1 and 96 lb uplift at joint 3. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 15,2020 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