Loading...
HomeMy WebLinkAboutTruss Engineering Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek� RE: ml 1324 - THE ROYALE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: WYNNE BUILDING CORPORATION Project Name: ROYALE Model:rrKbYA610-4115 Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 27 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T22730705 A 2/5/21 15 T22730719 J4 2/5/21 2 T22730706 Al 2/5/21 16 T22730720 J5 2/5/21 3 T22730707 A2 2/5/21 17 T22730721 J6 2/5/21 4 T22730708 A3 2/5/21 18 T22730722 J8 2/5/21 5 T22730709 A4 2/5/21 19 T22730723 JA 2/5/21 6 T22730710 A6 2/5/21 20 T22730724 JB 2/5/21 7 T22730711 B 2/5/21 21 T22730725 JC 2/5/21 8 T22730712 BH7 2/5/21 22 T22730726 KJ5 2/5/21 9 T22730713 GRA 2/5/21 23 T22730727 KJ8 2/5/21 10 T22730714 GRB 2/5/21 24 T22730728 KJA 2/5/21 11 T22730715 GRC 2/5/21 25 T22730729 KJB 2/5/21 12 T22730716 J1 2/5/21 26 T22730730 MV2 2/5/21 13 T22730717 J2 2/5/21 27 T22730731 MV4 2/5/21 14 T22730718 J3 2/5/21 This item has been electronically signed and sealed by ORegan, Philip, 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 The truss drawing(s)referenced above have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters E•N • ' O'9 �'. provided by Chambers Truss. Q '••�\ SF'•' ' • No 58126 Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28,2023. = IMPORTANT NOTE:The seal on these truss component designs is a certification STATE O F that the engineer named is licensed in the jurisdiction(s)identified and that the i .(�'•,�` Q ,•' designs comply with ANSI/TPI 1. These designs are based upon parameters �����` '• O R shown(e.g.,loads,supports,dimensions,shapes and design codes),which wereSS'� ' ""•'�� ��� given to MiTek or TRENCO. Any project specific information included is for MiTek's or �I O N AL TRENCO's customers file reference purpose only,and was not taken into account in the ����11111111��` preparation of these designs. MiTek or TRENCO has not independently verified the Philip J.O'Regan PE No.58126 applicability of the design parameters or the designs for any particular building. Before use, MiTek USA,Inc.FL Cert 6634 the building designer should verify applicability of design parameters and properly 6904 Parke East Blvd.Tampa FL 33610 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Date: February 5,2021 ORegan,Philip 1 of 1 Job Truss Truss Type Qty Ply THE ROYALE T22730705 M11324 A COMMON 10 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:26 2021 Page 1 ID:_kriiGCA6bx7j2Sy1 H DXFw7ye3KX-F1 JZ21gpHSvnSO7KLQIYXGuiemJgY1 kvEQRo?FzoWfN 1-0-q 8-4-0 12-11-0 17-6-0 22-1-0 26-8-0 35-0-0 36-01 1-0-0 8-4-0 4-7-0 4-7-0 4-7-0 4-7-0 8 4-0 1-0-0 Scale=1:59.3 4.00 12 4x5= 6 2x3 II 25 26 2x3 II 3x6 5 7 3x6 3x4 q 8 3x4 3 9 24 27 `n1 2 10 116 !� N 6 IM 17 16 15 28 29 14 13 12 O 4x5— 2x3 11 5x6 WB= 3x8= 2x3 11 4x5= 3x8= 5x6 WB= 8-4-0 12-11-0 22-1-0 26-8-0 35-0-0 8-4-0 4-7-0 9-2-0 4-7-0 84-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.33 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.64 14-15 >652 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:169 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1399/0-8-0,10=1399/0-8-0 Max Horz 2=-223(LC 8) Max Uplift 2=-775(LC 10),10=-775(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3404/2226,3-5=-2807/1885,5-6=-2801/1990,6-7=-2801/1990,7-9=-2807/1885, 9-10=-3404/2226 BOT CHORD 2-17=-1946/3218,15-17=-1946/3218,14-15=-1116/2053,12-14=-1946/3188, 10-12=-1946/3188 WEBS 6-14=-598/1034,7-14=-252/246,9-14=-702/541,6-15=-598/1035,5-15=-253/246, 3-15=-701/541 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 3-9-10,Interior(1)3-9-10 to 12-8-6,Exterior(2)12-8-6 to 17-6-0,Interior(1)22-1-0 to 31-2-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)100.01b AC unit load placed on the top chord,17-6-0 from left end,supported at two points,5-0-0 apart. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members,with BCDL=10.Opsf. electronically Signed and 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 775 lb uplift at sealed by ORegan, Philip, PE joint 10. 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. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730706 M11324 Al SPECIAL 9 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:27 2021 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-jDtxGerR2m 1 e3Ai W u7Gn4TRpkAboH UA2T4AMXhzoWfM 1-0-q 7-8-0 13-7-8 17-6-0 23-11-12 26-9-10 35-0-0 $6-0-Q '1-0-0 7-8-0 5-11-8 3-10-8 6-5-12 2-9-14 8-2-6 1-0-0 Scale=1:60.3 5x8 MT18HS= 4.00 12 6 2x3 2x3 11 3x6 22 5 23 5x6 WB 7 3x4 4 8 20 3 9 21 24 12 1 2 26 6xl0 MT18HS= 10 11 °P 6 25 Io 14 13 3x5— 20 11 5x12= 3x12= 2.00 12 7-8-0i 13-7-8 23-11-12 35-0-0 7-8-0 5-11-8 10-4-4 11-0 4 Plate Offsets(X,Y)-- [2:0-1-2,Edge],[8:0-3-0,Edge],[10:0-1-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.80 12 >525 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.39 12-13 >302 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.62 Horz(CT) 0.37 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:159 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 6-12 6-12:2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0,10=1349/0-8-0 Max Horz 2=-223(LC 8) Max Uplift 2=-825(LC 10),10=-825(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3309/2433,3-5=-2581/2012,5-6=-2548/2113,6-7=-5337/4002,7-9=-5302/3868, 9-10=-5702/4143 BOT CHORD 2-14=-2151/3113,13-14=-2151/3113,12-13=-1450/2202,10-12=-3809/5431 WEBS 3-14=0/265,3-13=-813/590,5-13=-269/317,6-13=-317/567,6-12=-2362/3388, 7-12=-298/368,9-12=-405/352 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 3-9-10,Interior(1)3-9-10 to 12-8-6,Exterior(2)12-8-6 to 17-6-0,Interior(1)22-3-10 to 31-2-6 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. This Item has been 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members,with BCDL=10.Opsf. sealed by ORegan, Philip, PE 6)Bearing atjoint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify using a Digital Signature. capacity of bearing surface. Printed copies of this 7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at p joint 10. document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek' 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730707 M11324 A2 SPECIAL 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:28 2021 Page 1 ID:_kriiGCA6bx7j2Syl HDXFw7ye3KX-CPRJT_s3p49VhKHiSrnOchzl NawWOvPChkwv47zoWfL 11-0-Q 8-0-1 13-7-8 16-0-0 19-0-0 , 23-11-12 2%9-9 35-0-0 $6-0-Q '1-0-0 8-0-1 5-7-7 2-4-8 3-0-0 4-11-12 2-9-13 8-2-7 -0-0 Scale=1:62.3 4.00 12 5x6= 4x4= 5 6 3x8 5x10 7 5x6 34 89 N r; 22 23 12 ,n1 2 10 11 m 13 6xl0 MT18HS= jM O 15 14 3x10= 2x3 11 5x6= 2.00 12 = 3x5= 3x12 8-0-1i 13-7-8 19-0-0 1-1 1-1 35-0-0 8-0-1 5-7-7 5-4-8 4-11-12 11-04 Plate Offsets(X,Y)-- [2:0-1-2,Edge],[4:0-2-12,0-3-0],[4:0-0-0,0-1-12],[8:0-3-0,Edge],[8:0-0-0,0-1-12],[9:0-3-2,0-0-0],[10:0-1-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.75 12 >559 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -1.02 12-21 >412 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.75 Horz(CT) 0.37 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:160 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-13 REACTIONS. (lb/size) 2=1349/0-8-0,10=1349/0-8-0 Max Horz 2=-205(LC 8) Max Uplift 2=-825(LC 10),10=-825(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3315/2113,3-5=-2515/1641,5-6=-2524/1699,6-7=-2672/1734,7-9=-5246/3199, 9-10=-5687/3567 BOT CHORD 2-15=-1849/3111,14-15=-1849/3111,13-14=-1217/2314,12-13=-2804/5025, 10-12=-3257/5414 WEBS 3-15=0/300,3-14=-954/692,5-13=-206/561,6-13=-357/632,7-13=-2796/1678, 7-12=-1082/1957,9-12=-479/463 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 3-9-10,Interior(1)3-9-10 to 31-2-6,Exterior(2)31-2-6 to 36-0-0 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)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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically Signed and 7)Bearing atjoint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify sealed by ORegan, Philip, PE capacity of bearing surface. using a Digital Signature. 8)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 10. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730708 M11324 A3 SPECIAL 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:29 2021 Page 1 ID:_kriiGCA6bx7j2Syl HDXFw7ye3KX-gc?ihJthaNHLJUsvOYJF9uWCN_GIIMiLwOfScazoWfK 11-0-q 8-0-1 14-0-0 , 21-0-0 23-11-12 26-9-10 35-0-0 36-0-Q '1-0-0 8-0-1 5-11-15 7-0-0 2-11-12 2-9-14 8-2-6 1-0-0 Scale=1:61.3 5x6= 4x6= 4.00 12 4 5 3x8 6 3x4% 2x3 3 7 20 21 I 10 8 I�la? �1 2 11 g N 6x10 MT18HS= 0 =13 12 3x8 0 3x5 2x3 11 5x6= 2.00 12 3x12= = 8-0-1 13-7-8 21-0-0 23-11-12 35-0-0 8-0-1 5-7-7 7 4-8 2-11-12 11-0-4 Plate Offsets(X,Y)-- [2:0-1-2,Edge],[8:0-1-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.72 10 >582 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.98 10-19 >427 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.74 Horz(CT) 0.35 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:158 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0,8=1349/0-8-0 Max Horz 2=-181(LC 8) Max Uplift 2=-825(LC 10),8=-825(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3286/2122,3-4=-2556/1711,4-5=-3161/2095,5-6=-3304/2150,6-7=-5214/3232, 7-8=-5695/3643 BOT CHORD 2-13=-1853/3079,12-13=-1853/3079,11-12=-1338/2410,10-11=-2826/4982, 8-10=-3331/5422 WEBS 3-13=0/293,3-12=-854/595,4-11=-480/959,5-11=-360/724,6-11=-2280/1355, 6-10=-1118/1934,7-10=-530/515 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 3-9-10,Interior(1)3-9-10 to 31-2-6,Exterior(2)31-2-6 to 36-0-0 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)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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically Signed and 7)Bearing atjoint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify sealed by ORegan, Philip, PE capacity of bearing surface. using a Digital Signature. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 8. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730709 M11324 A4 SPECIAL 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:31 2021 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-c_7S6?ux6?X3YnOH7zLjEJbX4nxPDFoeOi8ZhSzoWfl 11-0-q 6-5-8 12-0-0 17-8 4 23-0-0 2$-11-12 26-9-9 35-0-0 36-0-Q '1-0-0 6-5-8 5-6-8 5-8-4 5-3-12 0-11-1 2-9-13 8-2-7 1-0-0 Scale=1:61.3 5x6= 3x4= 5x8 2x3 11 4.00 12 4 5 6 7 2x3 2x3 O 8 3 21 22 r Ia �1 2 11 9 10I�Iro 6xl0 MT18HS= M 0 12 0 14 13 3x4= 3x6= 3x4= 5x6= 2 00 12 3x12= 8-8-2 13-7-8 11 -0 23-11-12 35-0-0 8-8-2 4-11-6 3-10-8 6-5-12 11-0-4 Plate Offsets(X,Y)-- [2:0-0-6,Edge],[6:0-4-0,0-2-3],[9:0-1-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.73 11-12 >572 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.98 11-20 >429 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(CT) 0.36 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:160 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0,9=1349/0-8-0 Max Horz 2=157(LC 9) Max Uplift 2=-825(LC 10),9=-825(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3367/2256,3-4=-3093/2069,4-5=-2645/1853,5-6=-3425/2347,6-7=-5165/3301, 7-8=-5219/3301,8-9=-5704/3714 BOT CHORD 2-14=-2000/3170,13-14=-1488/2537,12-13=-2065/3480,11-12=-2440/4196, 9-11=-3399/5431 WEBS 3-14=-429/415,4-14=-323/584,4-13=-142/386,5-13=-1125/697,5-12=-141/467, 6-12=-861/437,6-11=-1 145/2016,8-11=-542/518 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 3-9-10,Interior(1)3-9-10 to 31-2-6,Exterior(2)31-2-6 to 36-0-0 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)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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically Signed and 7)Bearing atjoint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify sealed by ORegan, Philip, PE capacity of bearing surface. using a Digital Signature. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 9. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730710 M11324 A6 HIP 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:32 2021 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-4BhgJLvZtlfwAxaUhgsynX8hBBLZygAocMu7DuzoWfH 1-0-q 6- - -15 10-0-0 13-8-0 21-4-0 25-0-0 28-4-1 35-0-0 $6-0-Q 1-0-0 6-77-15 3 4-1 3-8-0 7-8-0 3-8-0 3-4-1 6-7-15 1-0-0 Scale=1:60.3 5x8= 2x3 2x3 5x8= 4.00 12 4 23 24 5 25 26 6 27 28 7 2x3 2x3 i 3 8 n' M 01 2 9 10 IM 6 0 16 15 14 13 12 11 4x5— 3x4— 4x6— 3x4— 3x4— 4x6_ 3x4 4x5— 10-0-0 13-8-0 21-4-0 25-0-0 35-0-0 10-0-0 3-8-0 7-8-0 3-8-0 10-0-0 Plate Offsets(X,Y)-- [2:0-1-14,Edge],[4:0-5-4,0-2-8],[7:0-5-4,0-2-8],[9:0-1-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.60 11-13 >424 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.78 13 >328 240 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:153 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1118/0-8-0,14=379/0-8-0,9=1201/0-8-0 Max Horz 2=-133(LC 8) Max Uplift 2=-692(LC 10),14=-219(LC 10),9=-739(LC 10) Max Grav 2=1118(LC 1),14=454(LC 19),9=1206(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2600/2341,3-4=-2215/1960,4-5=-2527/2290,5-6=-2527/2290,6-7=-2527/2290, 7-8=-2531/2224,8-9=-2880/2572 BOT CHORD 2-16=-2074/2444,14-16=-1569/2065,13-14=-1968/2527,11-13=-1833/2382, 9-11=-2290/2707 WEBS 3-16=-495/599,4-16=-206/347,4-14=-541/820,5-14=-526/591,6-13=-234/311, 7-13=-182/282,7-11=-355/492,8-11=-444/551 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 16-9-7,Interior(1)16-9-7 to 18-2-9,Exterior(2)18-2-9 to 25-0-0 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically Signed and 6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 692 lb uplift at joint 2,219 lb uplift at sealed by ORegan, Philip, PE joint 14 and 739 lb uplift at joint 9. 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. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730711 M11324 B COMMON 3 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:33 2021 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-YNECWhwCdcnno59gFONBJkhyKbnrhKRxrOdglLzoWfG 1-0-0 6-11-0 13-10-0 1-0-0 6-11-0 6-11-0 Scale:1/2"=1' 4x6= 3 4.00 12 4 � 2 I'0 5 2x3 3x4= 3x4= 6-11-0 13-10-0 6-11-0 6-11-0 Plate Offsets(X,Y)-- [2:0-2-10,Edge],[4:0-2-10,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.10 5-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.13 5-8 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:47 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-7-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=510/0-8-0,2=568/0-8-0 Max Horz 2=93(LC 9) Max Uplift 4=-292(LC 10),2=-377(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-967/954,3-4=-966/952 BOT CHORD 2-5=-785/883,4-5=-785/883 WEBS 3-5=-84/315 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;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)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.Opsf 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 292 lb uplift at joint 4 and 377 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730712 M11324 BH7 BOSTON HIP 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:34 2021 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-OZobkl wgOwvePFksp5uQsyD 1 Z?4OQh344gN DHnzoWfF 15-6-0 21-6-0 r1-0-Oi 9-6-0 11-6-0 13-6-0 14-0.0 17-6-0 19-6-0 21-0-0 23-6-0 25-6-0 28-0-0 35-0-0 $6-0-9 1-0-0 7-0-0 2-6-0 21 2-0-0 0-6- 1-6-0 2-0-0 2-0-0 1-6-0 0-6- 2-0-0 2-0-0 2-6-0 7-0-0 1-0-0 Scale=1:62.6 4.00 12 5x6= 12 14 16 3x6 9 19 3x6 22 44 5x12 4 6 43 8 3x4 24 26 0 5x12 3 11 15 18 27 42 21 45 m 2 28 29 N IM 35 34 33 32 31 30 O 4x6= 3x8= 3x4= 4x6= 3x6= 3x5= 7-0-0 14-0-0 21-0-0 28-0-0 35-0-0 7-0-0 7-0-0 7-0-0 7-0-0 7-0-0 Plate Offsets(X,Y)-- [2:0-1-2,Edge],[28:0-0-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.51 32-33 >826 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.67 32-33 >628 240 BCLL 0.0 * Rep Stress Incr YES WB 0.48 Horz(CT) 0.14 28 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:208 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):11,18,15,7,23 REACTIONS. (lb/size) 2=1349/0-8-0,28=1349/0-8-0 Max Horz 2=-223(LC 8) TOP CHORD MUST BE BRACED BY END JACKS, Max Uplift 2=-825(LC 10),28=-825(LC 10) ROOF DIAPHRAGM,OR PROPERLY CONNECTED PURLINS AS SPECIFIED. FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TRUSS DESIGNED FOR WIND LOADS IN THE PLANE TOP CHORD 2-3=-3392/2640,3-4=-1213/956,4-8=-1157/946,8-9=-1145/979,9-12=-1122/1028, OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND 12-14=-1125/1090,14-16=-1124/1089,16-19=-1121/1028,19-22=-1145/979, (NORMAL TO THE FACE),SEE STANDARD INDUSTRY 22-26=-1157/946,26-27=-1214/956,27-28=-3393/2641,3-5=-2373/2046,5-7=-2376/2050, GABLE END DETAILS AS APPLICABLE,OR CONSULT 7-10=-2376/2050,10-11=-2376/2050,11-13=-2376/2050,13-15=-2376/2050, QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. 15-17=-2376/2050,17-18=-2376/2050,18-20=-2368/2046,20-23=-2368/2046, 23-25=-2368/2046,25-27=-2364/2041 BOT CHORD 2-35=-2358/3190,33-35=-2360/3166,32-33=-2652/3448,30-32=-2361/3167, 28-30=-2358/3191 WEBS 3-35=0/284,27-30=0/285,3-33=-317/378,18-33=-466/474,27-32=-312/353, 14-15=-405/437 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 3-9-10,Interior(1)3-9-10 to 10-8-9,Exterior(2)10-8-9 This item has been to 17-6-0,Interior(1)24-3-7 to 31-2-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3)Provide adequate drainage to prevent water ponding. Sealed by ORegan, Philip, PE 4)All plates are 2x3 MT20 unless otherwise indicated. using a Digital Signature. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members. document are not Considered 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at signed and sealed and the joint 28. signature must be verified 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. On any electronic copies. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730713 M11324 GRA SPECIAL 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:36 2021 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-zywL9jy4wX9MfZuFwWxuxNJWVopiui3NX_sKMgzoWfD 1-0-0 4-1-8 5-7-3 8-2-13 9-8-8 13-10-0 14-10-0 1-0-0 4-1-8 1-5-11 2-7-9 1-5-11 4-1-8 1-0-0 Scale=1:26.6 2.37 12 4x4= 4x4= 4.00 12 4x10= 4x10= 19 4 20 21 5 22 6 3 oi 2 7 B I 0 0 12 23 11 10 24 9 2x3 3x4= 3x4= 2x3 11 3x4= 3x4= 4-1-8 5-7-3 8-2-13 9-8-8 13-10-0 4-1-8 1-5-11 2-7-9 1-5-11 4-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.08 11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.10 10 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.06 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:58 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-0-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=770/0-8-0,7=770/0-8-0 Max Horz 2=-65(LC 6) Max Uplift 2=-523(LC 8),7=-523(LC 8) Max Grav 2=787(LC 17),7=787(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1798/1192,3-4=-1761/1197,4-5=-1724/1169,5-6=-1761/1190,6-7=-1798/1137 BOT CHORD 2-12=-1083/1685,11-12=-1082/1692,10-11=-1112/1724,9-1 0=-1 024/1692, 7-9=-1028/1685 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;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.Opsf 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 523 lb uplift at joint 2 and 523 lb uplift at joint 7. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)63 lb down and 114 lb up at This item has been 4-1-8,85 lb down and 124 lb up at 5-0-0,113 lb down and 146 lb up at 5-7-3,60 lb down and 129 lb up at 5-11-0,60 lb down and 129 lb up at 7-11-0,113 lb down and 146 lb up at 8-2-13,and 85 lb down and 124 lb up at 8-10-0,and 63 lb down and 139 lb up at electronically signed and 9-8-8 on top chord,and 6 lb down and 7 lb up at 4-1-8,18 lb down and 15 lb up at 5-0-0,33 lb down at 5-7-3,39 lb down at 5-11-0 sealed by ORegan, Philip, PE ,39 lb down at 7-11-0,33 lb down at 8-2-13,and 18 lb down and 15 lb up at 8-10-0,and 6 lb down and 7 lb up at 9-8-8 on bottom using a Digital Signature. chord. The design/selection of such connection device(s)is the responsibility of others. Printed copies Of this 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). p document are not considered LOAD CASE(S) Standard signed and sealed and the 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 signature must be verified Uniform Loads(plf) on any electronic copies. Vert:1-3=-54,3-4=-54,4-5=-54,5-6=-54,6-8=-54,13-16=-20 Concentrated Loads(lb) Philip J.O'Regan PE No.58126 Vert:3=7(B)4=-64(B)5=-64(B)6=7(B)12=-6(B)11=-35(B)10=-35(B)9=-6(B)19=-28(B)20=-60(B)21=-60(B)22=-28(B) MiTek USA,Inc.FL Cert 6634 23=-18(B)24=-18(B) 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730714 M11324 GRB SPECIAL 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:37 2021 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KK-R8UjM2zihrH DGiTRU DS7UardkC8?d 1 xXmebuu6zoWfc 1-0-q 5-0-0 10-3-0 15-6-0 21-6-0 26-2-0 28-1-0 35-0-0 $6-0-9 '1-0-0 5-0-0 5-3-0 5-3-0 6-0-0 4-8-0 1-11-0 6-11-0 -0-0 Scale=1:62.4 2x3 4x4= 4.00 12 _ 4x8 3x4= 3x6= 2x3 44= 9 3 25 26 4 27 28 29 5 630 31 32 733 34 35 8 n1 2 10 11 IA 0 0 18 36 37 17 38 16 39 5x65—4041 42 14 4313 12 3x4= 2x3 3x4= 3x6= 3x4=3x6— 3x4— 3x4— 5-0-0i 10-3-0 15-6-0 21-6-0 28-1-0 35-0-0 5-0-0 6-0-0 6-7-0 6-11-0 Plate Offsets(X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.11 17-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.14 17-18 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.53 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:146 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15 REACTIONS. All bearings 0-8-0. (lb)- Max Horz 2=96(LC 7) Max Uplift All uplift 100 lb or less atjoint(s)except 2=-536(LC 8),15=-846(LC 8),14=-555(LC 8),10=-314(LC 8) Max Grav All reactions 250 lb or less at joint(s)except 2=787(LC 17),15=1322(LC 1),14=927(LC 1),10=506(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1773/1106,3-4=-1406/944,4-6=-304/595,6-7=-304/595,7-8=-304/595, 8-9=-702/344,9-10=-719/323 BOT CHORD 2-18=-962/1659,17-18=-958/1675,15-17=-843/1406,14-15=-595/429,12-14=-158/622, 10-12=-196/636 WEBS 3-18=0/331,3-17=-297/158,4-17=0/362,4-15=-2076/1313,6-15=-505/480, 7-14=-431/408,8-14=-1063/625,8-12=-115/265 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;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. This Item has been 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. Sealed by ORegan, Philip, PE 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 536 lb uplift at joint 2,846 lb uplift at using a Digital Signature. joint 15,555 lb uplift at joint 14 and 314 lb uplift at joint 10. Flirted copies of this 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)257 lb down and 341 lb up at p 5-0-0,100 lb down and 129 lb up at 7-0-12,100 lb down and 129 lb up at 9-0-12,100 lb down and 129 lb up at 11-0-12,100 lb document are not considered down and 129 lb up at 13-0-12,100 lb down and 129 lb up at 15-0-12,100 lb down and 129 lb up at 17-0-12,and 100 lb down and signed and sealed and the 129 lb up at 19-0-12,and 100 lb down and 129 lb up at 21-1-4 on top chord,and 83 lb down at 5-0-0,39 lb down at 7-0-12,39 lb signature must be verified down at 9-0-12,39 lb down at 11-0-12,39 lb down at 13-0-12,39 lb down at 15-0-12,39 lb down at 17-0-12,and 39 lb down at on any electronic copies. 19-0-12,and 39 lb down at 21-1-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Philip J.O'Regan PE No.58126 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: February 5,2021 11116 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730714 M11324 GRB SPECIAL 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:37 2021 Page 2 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KK-R8UjM2zihrH DGiTRU DS7UardkC8?d 1 xXmebuu6zowfC LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-8=-54,8-9=-54,9-11=-54,19-22=-20 Concentrated Loads(lb) Vert:3=-160(F)18=-45(F)25=-60(F)26=-60(F)27=-60(F)29=-60(F)30=-60(F)31=-60(F)32=-60(F)33=-60(F)36=-13(F)37=-13(F)38=-13(F)39=-13(F)40=-13(F) 41=-13(F)42=-13(F)43=-13(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730715 M11324 GRC HIP 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:39 2021 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KK-NXcUnk_rDSXxWOdgbeUbZ?wuROls5tPpDy4_z?zoWfA 1-0-Q 8-0-0 13-8-0 17-6-0 21-4-0 27-0-0 35-0-0 $6-0-Q 1-0-0 8-0-0 5-8-0 3-10-0 3-10-0 8-0-0 1-0-0 Scale=1:60.3 5x8 MT18HS= 5x8 MT18HS— 4.00 12 2x3 3x8= 3x6= 2x3 3 23 24 25 4 26 27 285 6 729 30 31 32 8 �1 2 9 101 N ] Ij 0 0 16 33 15 14 34 35 36 37 13 38 12 39 11 3x5= 2x3 11 3x6= 6x10= 6x10= 3x6= 2x3 11 3x5= 8-0-0 13-8-0 21-4-0 27-0-0 35-0-0 8-0-0 5-8-0 7-8-0 5-8-0 8-0-0 Plate Offsets(X,Y)-- [3:0-5-4,0-2-8],[8:0-5-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.22 11-22 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.31 13-14 >830 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr NO WB 0.79 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:157 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 3-14,5-14 4-14,7-13:2x6 SP No.2 REACTIONS. (lb/size) 2=412/0-8-0,14=3582/0-8-0,9=1192/0-8-0 Max Horz 2=-109(LC 6) Max Uplift 2=-299(LC 8),14=-2133(LC 8),9=-764(LC 8) Max Grav 2=423(LC 17),14=3582(LC 1),9=1194(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-377/225,3-4=-1093/1954,4-5=-1093/1954,5-7=-1943/1220,7-8=-1943/1220, 8-9=-2776/1671 BOT CHORD 2-16=-154/317,14-16=-160/350,11-13=-1475/2624,9-11=-1 464/2591 WEBS 3-16=-200/679,3-14=-2514/1528,4-14=-641/586,5-14=-2674/1707,5-13=-1124/2080, 7-13=-592/548,8-13=-760/483,8-11=-201/684 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;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)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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically Signed and 7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 299 lb uplift at joint 2,2133 lb uplift at sealed by ORegan, Philip, PE joint 14 and 764 lb uplift at joint 9. using a Digital Signature. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)182 lb down and 312 lb up at Printed copies of this 8-0-0,107 lb down and 173 lb up at 10-0-12,107 lb down and 173 lb up at 12-0-12,107 lb down and 173 lb up at 14-0-12,107 lb p down and 173 lb up at 16-0-12,107 lb down and 173 lb up at 16-11-4,107 lb down and 173 lb up at 18-11-4,107 lb down and 173 document are not considered lb up at 20-11-4,107 lb down and 173 lb up at 22-11-4,and 107 lb down and 173 lb up at 24-11-4,and 182 lb down and 312 lb up signed and sealed and the at 27-0-0 on top chord,and 411 lb down and 242 lb up at 8-0-0,79 lb down and 1 lb up at 10-0-12,79 lb down and 1 lb up at signature must be verified 12-0-12,79 lb down and 1 lb up at 14-0-12,79 lb down and 1 lb up at 16-0-12,79 lb down and 1 lb up at 16-11-4,79 lb down and on any electronic copies. 1 lb up at 18-11-4,79 lb down and 1 lb up at 20-11-4,79 lb down and 1 lb up at 22-11-4,and 79 lb down and 1 lb up at 24-11-4, and 411 lb down and 242 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility Philip J.O'Regan PE No.58126 of others. MiTek USA,Inc.FL Cert 6634 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6904 Parke Fast Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard February 5,2021 11116 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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 ANS11TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730715 M11324 GRC HIP 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:39 2021 Page 2 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KK-NXcUnk_rDSXxWOdgbeUbZ?wuROls5tPpDy4_z?zoWfA LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-8=-54,8-10=-54,17-20=-20 Concentrated Loads(lb) Vert:3=-126(B)6=-107(B)8=-126(B)15=-50(B)16=-411(B)11=-411(B)12=-50(B)23=-107(B)25=-107(B)26=-107(B)27=-107(B)28=-107(B)29=-107(B) 30=-107(B)32=-107(B)33=-50(B)34=-50(B)35=-50(B)36=-50(B)37=-50(B)38=-50(B)39=-50(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730716 M11324 J1 MONO TRUSS 2 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:39 2021 Page 1 ID:_kriiGCA6bx7j2Sy1 HDXFw7ye3KK-NXcUnk_rDSXxWOdgbeUbZ?wl pOv353npDy4_z?zoWfA -1-0-0 1-0-0 1-0-0 1-0-0 Scale=1:6.1 3 4.00 12 2 1 4 3x4= 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 5 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:5 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=9/Mechanical,2=118/0-8-0,4=0/Mechanical Max Horz 2=48(LC 10) Max Uplift 3=-4(LC 7),2=-140(LC 10) Max Grav 3=11(LC 15),2=118(LC 1),4=17(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;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)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.Opsf 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 4 lb uplift at joint 3 and 140 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730717 M11324 J2 MONO TRUSS 4 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:40 2021 Page 1 ID:_kriiGCA6bx7j2Sy1 HDXFw7ye3KK-rj9s_4?b_mgo7AC09M?g5DTCYQEUgWOzScgYVRzoWf9 1-0-0 2-0-0 1-0-0 2-0-0 Scale=1:7.8 3 4.00 12 2 XX N O , 1 4 3x4= 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:8 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=37/Mechanical,2=141/0-8-0,4=23/Mechanical Max Horz 2=67(LC 10) Max Uplift 3=-28(LC 10),2=-136(LC 10),4=-3(LC 7) Max Grav 3=42(LC 15),2=141(LC 1),4=31(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;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)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.Opsf 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 28 lb uplift at joint 3,136 lb uplift at joint 2 and 3 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730718 M11324 J3 MONO TRUSS 2 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:41 2021 Page 1 ID:_kriiGCA6bx7j2Syl HDXFw7ye3KX-JvjECQOD13oelKng3W3eQONIpZ9ZzG6hGZ51tzoWf8 -1-0-0 3-0-0 1-0-0 3-0-0 Scale=1:9.4 3 4.00 12 2- 4 3x4= 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:11 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=64/Mechanical,2=173/0-8-0,4=37/Mechanical Max Horz 2=85(LC 10) Max Uplift 3=-54(LC 10),2=-147(LC 10),4=-4(LC 10) Max Grav 3=70(LC 15),2=173(LC 1),4=50(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;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)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.Opsf 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 54 lb uplift at joint 3,147 lb uplift at joint 2 and 4 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730719 M11324 J4 MONO TRUSS 4 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:42 2021 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-n6HcPml rWNwVNULPHn21BeYUkDsEIPWGwwJeZJzoWf7 -1-0-0 4-0-0 1-0-0 4-0-0 Scale=1:11.1 3 4.00 F12 t2 r; N M 2 X X 3x4= 4 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:14 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=89/Mechanical,2=206/0-8-0,4=50/Mechanical Max Horz 2=104(LC 10) Max Uplift 3=-79(LC 10),2=-161(LC 10),4=-8(LC 10) Max Grav 3=97(LC 15),2=206(LC 1),4=67(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;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)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.Opsf 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 3,161 lb uplift at joint 2 and 8 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730720 M11324 J5 MONO TRUSS 11 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:42 2021 Page 1 ID:_kriiGCA6bx7j2Syl HDXFw7ye3KK-n6HcPml rWNwVNULPHn21BeYQgDo41PWGwwJeZJzoWf7 1-0-0 5-0-0 1-0-0 5-0-0 Scale=1:12.7 3 4.00 12 2 1 4 3x4— 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.06 4-7 >939 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.06 4-7 >964 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:17 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=115/Mechanical,2=243/0-8-0,4=63/Mechanical Max Horz 2=123(LC 10) Max Uplift 3=-104(LC 10),2=-177(LC 10),4=-9(LC 10) Max Grav 3=125(LC 15),2=243(LC 1),4=87(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;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)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.Opsf 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 104 lb uplift at joint 3,177 lb uplift at joint 2 and 9 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730721 M11324 J6 MONO TRUSS 4 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:43 2021 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-FI r_d61 THh2M_dwbq UZXjr5gAd4l l smP8a2C6mzoWf6 1-0-0 6-0-0 1-0-0 6-0-0 Scale=1:14.6 3 4.00 12 2 1 3x4— 4 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.11 4-7 >664 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.11 4-7 >652 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:20 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=142/Mechanical,2=275/0-8-0,4=70/Mechanical Max Horz 2=140(LC 10) Max Uplift 3=-129(LC 10),2=-192(LC 10),4=-8(LC 10) Max Grav 3=155(LC 15),2=276(LC 15),4=100(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;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)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.Opsf 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 129 lb uplift at joint 3,192 lb uplift at joint 2 and 8 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730722 M11324 J8 MONO TRUSS 11 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:44 2021 Page 1 ID:kFvnsnOwY419Zh0_nM3lc6y1J9g-kUPNgS252_ADcnVnOC4mG3ennl V9mJOZNEoleCzoWf5 1-0-0 8-0-0 1-0-0 8-0-0 Scale=1:17.4 3 4.00 12 8 2 1 3x4 4 7-0-0 7-0-0 1-0-0 Plate Offsets(X,Y)-- [2:0-3-14,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.14 4-7 >676 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.30 4-7 >310 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Wind(LL) 0.26 4-7 >368 240 Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=188/Mechanical,2=348/0-8-0,4=99/Mechanical Max Horz 2=178(LC 12) Max Uplift 3=-174(LC 12),2=-226(LC 12),4=-13(LC 12) Max Grav 3=195(LC 17),2=348(LC 1),4=141(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=59ft;L=36ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-7-3,Interior(1)2-7-3 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)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.Opsf 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 174 lb uplift at joint 3,226 lb uplift at joint 2 and 13 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730723 M11324 JA MONO TRUSS 2 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:44 2021 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-kUPNgS252_ADcnVnOC4mG3euY1 b3mJOZNEoleCzoWf5 1-0-0 2-4-3 1-0-0 2-4-3 Scale=1:8.3 3 4.00 12 2 XX , 1 4 3x4= 2-4-3 2-4-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 7 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:9 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=45/Mechanical,2=150/0-8-0,4=28/Mechanical Max Horz 2=73(LC 10) Max Uplift 3=-37(LC 10),2=-139(LC 10),4=-4(LC 7) Max Grav 3=50(LC 15),2=150(LC 1),4=37(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;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)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.Opsf 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 37 lb uplift at joint 3,139 lb uplift at joint 2 and 4 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730724 M11324 JIB MONO TRUSS 2 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:45 2021 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-Chzl2o3jpl l4Ex4yvb?oGA?2RIoVmGicuXJAezoWf4 X5-5-11 5-5-11 Scale=1:12.5 3 3.35 12 X X 2 XX 3x4= 4 5-5-11 5-5-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.10 4-7 >645 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.07 4-7 >898 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:19 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-0-0 oc bracing. REACTIONS. (lb/size) 3=127/Mechanical,2=269/0-8-0,4=63/Mechanical Max Horz 2=114(LC 10) Max Uplift 3=-109(LC 10),2=-206(LC 10),4=-6(LC 10) Max Grav 3=127(LC 15),2=269(LC 1),4=90(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)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.Opsf 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 109 lb uplift at joint 3,206 lb uplift at joint 2 and 6 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730725 M11324 JC MONO TRUSS 2 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:46 2021 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-gtX7F74LacQxr5fAWc6ELUjD2gliEDWrgYHsi5zoWf3 -1-0-0 1-1-4 1-0-0 1-1-4 Scale=1:6.2 3 4.00 12 2 1 4 3x4= 1-1-4 1-1-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 5 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:5 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-1-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=1 1/Mechanical,2=119/0-8-0,4=4/Mechanical Max Horz 2=50(LC 10) Max Uplift 3=-6(LC 7),2=-138(LC 10) Max Grav 3=14(LC 15),2=119(LC 1),4=14(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;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)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.Opsf 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 6 lb uplift at joint 3 and 138 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730726 M11324 KJ5 MONO TRUSS 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:47 2021 Page 1 ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-835VST5 KvYoTFEM3KdTuhGLCEa6zgl?3COPFXzoWf2 1-5-0 3-11-0 7-0-2 1-5-0 3-11-0 3-1-2 Scale=1:15.7 3 2.83 12 2 1 �M 3x4= 4 7-0-2 7-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.09 4-7 >923 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.15 4-7 >563 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:23 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=194/Mechanical,2=233/0-11-5,4=94/Mechanical Max Horz 2=109(LC 8) Max Uplift 3=-174(LC 8),2=-191(LC 8) Max Grav 3=198(LC 13),2=233(LC 1),4=133(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;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.Opsf 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 174 lb uplift at joint 3 and 191 lb uplift at joint 2. 6)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:1-2s 54 (pl Trapezoidal Loads plf) This item has been Vert:2=0(F=27,B=27)-to-3=-95(F=-20,B=-20),5=0(F=10,B=10)-to-4=-35(F=-8,B=-8) electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730727 M11324 KJ8 MONO TRUSS 2 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:48 2021 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-cGetgp5c5Dgf5PpYdl8iQvoYyexWi2X8lsmznzzoWfl -1-5-0 7-2-7 11-3-0 1-5-0 7-2-7 4-0-9 Scale*1: 2.83 12 3x4 12 3 11 10 2 13 14 6 15 2x3 II 3x4= 3x4= 5 7-2-7 11-0-12 11-30 7-2-7 3-10-5 -2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.08 6-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.10 6-9 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.35 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:44 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=90/Mechanical,2=465/0-11-5,5=409/Mechanical Max Horz 2=178(LC 8) Max Uplift 4=-91(LC 8),2=-332(LC 8),5=-223(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-875/541 BOT CHORD 2-6=-535/842,5-6=-535/842 WEBS 3-6=-1/287,3-5=-923/587 NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;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.Opsf 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 91 lb uplift at joint 4,332 lb uplift at joint 2 and 223 lb uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)38 lb down and 61 lb up at 2-11-0,38 lb down and 61 lb up at 2-11-0,8 lb down and 106 lb up at 5-8-15,8 lb down and 106 lb up at 5-8-15,and 42 lb down and 145 lb up at 8-6-14,and 42 lb down and 145 lb up at 8-6-14 on top chord,and 31 lb up at 2-11-0,31 lb up at 2-11-0,11 lb This item has been down and 31 lb up at 5-8-15,11 lb down and 31 lb up at 5-8-15,and 31 lb down and 14 lb up at 8-6-14,and 31 lb down and 14 lb up at 8-6-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. electronically signed and 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Sealed by ORegan, Philip, PE LOAD CASE(S) Standard using a Digital Signature. 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Printed copies of this Uniform Loads(plf) document are not considered Vert:1-4=-54,5-7=-20 signed and sealed and the Concentrated Loads(lb) signature must be verified Vert:10=80(F=40,B=40)11=-5(F=-3,B=-3)12=-83(F=-42,B=-42)13=14(F=7,B=7)14=-21(F=-11,B=-11)15=-50(F=-25, on any electronic copies. B=-25) Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730728 M11324 KJA MONO TRUSS 2 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:48 2021 Page 1 I D:_kfiGCA6bx7j2Syl HDXFw7ye3KX-cGetgp5c5Dgf5PpYd 18iQvoY1 eyli7?8lsmznzzowfl 1-2-9 6-0-4 1-2-9 6-04 Scale=1:13.6 3 3.30 12 2 1 3x4= 4 6-0-4 6-0-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.04 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.07 4-7 >974 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:20 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=142/Mechanical,2=181/0-9-11,4=69/Mechanical Max Horz 2=97(LC 8) Max Uplift 3=-129(LC 8),2=-150(LC 8) Max Grav 3=145(LC 13),2=181(LC 1),4=104(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;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.Opsf 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 129 lb uplift at joint 3 and 150 lb uplift at joint 2. 6)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:1-2s 54 (pl Trapezoidal Loads plf) This item has been Vert:2=0(F=27,B=27)-to-3=-81(F=-14,B=-14),5=0(F=10,B=10)-to-4=-30(F=-5,B=-5) electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730729 M11324 KJB MONO TRUSS 2 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:49 2021 Page 1 ID:_kriiGCA6bx7j2Syl HDXFw7ye3KX-4SCGt96EsXoWiYOIBlgxz6LIL217RaFIXVVWJPzoWfO 1 2 9 4-11-9 1-2-9 4-11-9 Scale=1:11.7 3 3.30 12 oi 1 �X 3x4= 4 4-11-9 4-11-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.03 4-7 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:17 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=95/Mechanical,2=148/0-9-11,4=46/Mechanical Max Horz 2=75(LC 8) Max Uplift 3=-84(LC 8),2=-136(LC 8) Max Grav 3=95(LC 1),2=148(LC 1),4=77(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;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.Opsf 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 84 lb uplift at joint 3 and 136 lb uplift at joint 2. 6)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:1-2s 54 (pl Trapezoidal Loads plf) This item has been Vert:2=0(F=27,B=27)-to-3=-67(F=-7,B=-7),5=0(F=10,B=10)-to-4=-25(F=-2,B=-2) electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730730 M11324 MV2 VALLEY 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:50 2021 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-Yeme5V7sdgwNKizxlSBAVKux5SfbA1 VR19F4sszoWf? 2-0-0 2-0-0 4.00 12 Scale=1:6.1 2 1 3 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:5 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=41/2-0-0,2=30/2-0-0,3=11/2-0-0 Max Horz 1=21(LC 10) Max Uplift 1=-20(LC 10),2=-30(LC 10) Max Grav 1=42(LC 15),2=32(LC 15),3=22(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;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.Opsf 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 20 lb uplift at joint 1 and 30 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T22730731 M11324 MV4 VALLEY 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Feb 4 12:21:50 2021 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-Yeme5V7sdgwNKizxlSBAVKusxSdHA1 VR19F4sszoWf? 4-0-0 4-0-0 Scale=1:9.4 2 3x4 4.00 12 1 3 3x4 3x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:12 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=109/4-0-0,3=109/4-0-0 Max Horz 1=56(LC 10) Max Uplift 1=-54(LC 10),3=-72(LC 10) Max Grav 1=112(LC 15),3=117(LC 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat. 11;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.Opsf 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 54 lb uplift at joint 1 and 72 lb uplift at joint 3. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 5,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTek" 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 -v y' �G m .0 N .fl •jA 0 m 7< Z m Za RI cl c� ID 9 N CD N A CD CD N ro CD ► w n_ -4 � �•N 7 Z 3 p 3 N < n tD� O O CD C'-- -0 a OHO (D �a �,,, O•�6 O �OO n 7 G CD r i hn' N d 4 N �„j tD �p..• p N 4 a;N CD O G i•^ Q'O CD N r O N 3 6 n 7 O N S N 7 O 3 �N 77nN N ZGO C: a nCr" N �r'N� �: tD �-�O. � 33 � v n n.•f0 } CD N. O "' tD G..a "Y •O C) CD C _.. N ),4 N D G",0 CN, N, Rro 7 �•N O• CND NAG 0 � tD N � O�e.CD Np O� X !Z 61 Q N 1 (D N Ni �1 a O".gyp O D=�.. 5.0 r"7„ ••c 00 n '�3°"QG•-Na OitOO°'.. °^�a Z C0S N. N� (D @ NN CD G O n p O N 7 atOO N �� j O 7 y O N y f) N O 0 N 0� 7 N O O O CO AS O CD O O N 4-�i CAD `J' a O O O O N n 0-2- m 3 j BCD c CD TpP CHoRID 15 0 7- 0 �N n �o CD N o c m N C v y = NN CND N A 0 m►1 m W = N a• �. g o o 7 N N" o a 3 �t A Z O wz 7 0 N Lo CD m to -1� �N rn w 'D �' �< � can �• N V� ID o m 0 m Q 'm �^ m � IDCD N �N G Z G1� py ' w ° 3 CD Cl- CDo ! w O N. � -7 7 p m r W3 CD a. N N N c � -E %• m 0')n owW Z Z�m7•r0. CD n rt a � N � T O N O O 0 A r ) Zi- ' 7 m0O CqbCD CD D 3 -a_ LT, Top cHORD m 0m c N G Z O ty `•� � a Q � ID ,00 CD CD o m y o n O O• ' C C 3 7 W ro °� ID m I ro N n 30 W N 3" 6 O () `V n N o m ro ro fl o o c g `b m _a v° 6= -pZZ w _N a y Nm ro N �N <o NOv a �D6. do o y�3 v CD OG V' NO 3 IOQ i 3 a 1 .T cn -No o m ro 3 n ro Cl c� �m ID o G M tWr o r. 0 -5-0 o o cn v (o w Us J 9O O W% n n nr'�N O-� 06V' N 7 m �IIaCD 0•N 7. 7m ° a. n, to Boa_ N� ^, w > > m o3 ioN c m ° N " Ems° w � GN, oa av` ro v_° A�C) N3 l0O �•tDN ^ N Nam` O ro N °.ro j W•C p, ro o N ��• $ O _ v N3W O.G,ro OO F. �^3 aN r6 c0 (ND O-M7 �•` �O 91N ro N ro�N CO O.-1 }5 6< `ro °.n O N 'f.ci = N N N 91 N 6 0 ro N G 7 N W N N O•O D 7 c0 3 p•i 3 ° a N C [D 3 7 O O N^ 7 0 ° p• O N •aC O N O O• t0 N�,g ro� °' O N ° N N P� 3�• ro N G -'�O• 0+. O. F/+� N �� N�`< 9 N _ Oro �O GG tQ.�ro ° � N i "N °•a N6 G7 6NC 3i £ Zy .' 'o �(p 6tw N `•r.. �� O•cQ '9 N c3 N o °' ro N N c00 G- 7 ro ro 3 6. N W N a N O-N 7 "O O n 0 Off 7 a W N M 3 ro-� t O 3 N ° o.• "O O ro(� ro N N ro 0 cD Oro 0 o Q 3 ?a�• `�a ro °- o N m -ID m ° d o r W o Z ° v m v w fl A o. CD \Y W ro W N O y N.D N [� 3 N r cCJ rs" N ro tG0 j N. c5 6 n 3 0 0 o sQ K 3 m -_� ? Q mN mac. N4 �3 % C N O ro N (D 4"N » 'OK .3 O N N N T O 00 7 C^O{� NN °^ 3 N �. N, O N N 3 m cCD D o N (Q N ?� C m.N. O N ° p N`OB Cl ° O�O G KD g 3.G O O -O N ro tf+ 'Q N W $ CD N N- ro 3 ro p "O.i in N a �• ` O O ro O O N A' F O N °• N C v0 mF ng ro 0 0 g a m w 0 o ° o =° m ro N a w n 3 3 k 3