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HomeMy WebLinkAboutAPPROVED Truss Cutsheets - Cottage 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: M11455 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 3361 0-41 1 5 Customer Info: Wynne Development Project Name: The Cottage Model: The Cottage Lot/Block: . Subdivision: . Address: Unknown, . City: . State: . 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: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 18 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 T23153808 A 3/10/21 15 T23153822 J5 3/10/21 2 T23153809 Al 3/10/21 16 T23153823 J7 3/10/21 3 T23153810 A2 3/10/21 17 T23153824 J7P 3/10/21 4 T23153811 A3 3/10/21 18 T23153825 KJ7 3/10/21 5 T23153812 ATA 3/10/21 6 T23153813 ATB 3/10/21 7 T23153814 B 3/10/21 8 T23153815 B1 3/10/21 9 T23153816 B2 3/10/21 10 T23153817 B3 3/10/21 11 T23153818 GRA 3/10/21 12 T23153819 GRB 3/10/21 13 T23153820 J1 3/10/21 14 T23153821 J3 3/10/21 This item has been electronically signed and sealed by Galinski, John, 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 %%% L. GA4//I/ � MiTek USA,Inc.under my direct supervision based on the parameters �.`%p�.••C'E'N'• S ��i� provided by Chambers Truss. �� �:'•�-� SF•':�� �: Truss Design Engineer's Name: Galinski, John * No 60642 My license renewal date for the state of Florida is February 28,2023. =-v: �x= IMPORTANT NOTE:The seal on these truss component designs is a certification ' 13 '. STATE OF 44/� 0 that the engineer named is licensed in the jurisdiction(s)identified and that the � •• c �� designs comply with ANSI/TPI 1. These designs are based upon parameters ����'•. 0 R \'D P•'\��� shown(e.g.,loads,supports,dimensions,shapes and design codes),which weregiven to ���SS ••• ���� MiTekorTRE included is TRENCO's customers fi e or eferen cerpuepose only,land wasonot taken into fac oluntkin the '11111 1 Al 110tt��� preparation of these designs. MiTek or TRENCO has not independently verified the John L Galinsld PENo.60642 applicability of the design parameters or the designs for any particular building. Before use, MiTek USA,Inc.R.Ced 6634 the building designer should verify applicability of design parameters and properly 16023Swingley Ridge Road,NOW,MO63017 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Date: March 10,2021 Galinski, John 1 of 1 Job Truss Truss Type Qty Ply T23153808 M11455 A Roof Special 7 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:25 2021 Page 1 ID:AXCVr6ubfdeoJ5ziCdyW PDyLFMw-9gTxncM_WTAtUYfdPyccUdeH WZtDhB138W HS5gzcMeu 11-0-Q 8-1-3 9-11-1 1%6-0 , 17-6-0 24-11-0 26-8-0 35-0-0 16-0-Q h-0- 8-1-3 1-9-14 5-6-15 2-0-0 7-5-0 8-4-0 -0-0 Scale:3/16"=l' 4.00 12 5x6= 3x4 11 6 5x6 24 5 25 5xl2 MT18HS 3x4\\ 4 7 3x4 i 3 8 3x4 11 23 26 3x4 II M 'n 1 2 11 9 10 7x8 MT18HS= Ioi 0 12 0 14 13 6x8= 3x5— 3x4= 5x8 MT18HS= 4x10= 2.00 12 9-11-1 1%6-0 17-6-0 24-11-0 35-0-0 9-11-1 5-6-15 2-0-0 7-5-0 10-1-0 Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-1-2,Edge],[4:0-3-0,0-3-0],[7:0-4-12,0-3-0],[9:0-2-10,Edge],[10:0-2-2,0-1-8],[13:0-1-12,0-2-8] 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 0.76 Vert(LL) -0.59 11 >711 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.08 11 >388 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.38 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.80 11 >522 240 Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-1 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 2 Rows at 1/3 pts 7-12 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,9=0-8-0 Max Horz 2=-155(LC 10) Max Uplift 2=-825(LC 12),9=-825(LC 12) Max Grav 2=1349(LC 1),9=1349(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3241/2595,3-4=-3030/2491,4-5=-2295/1929,5-6=-2218/1953,6-7=-2308/1953, 7-8=-5432/4318,8-9=-5684/4469 BOT CHORD 2-14=-2325/3038,13-14=-2103/2834,12-13=-1515/2181,11-12=-4036/5376, 9-11=-4151/5407 WEBS 4-14=-323/511,4-13=-885/741,7-11=-1389/1991,8-11=-216/263,3-14=-345/382, 6-12=-742/1026,7-12=-3412/2700 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 17-6-0,Exterior(2R) 17-6-0 to 20-6-0,Interior(1)20-6-0 to 36-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. electronically signed and 4)All plates are MT20 plates unless otherwise indicated. Sealed by Gallnskl,John, PE 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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. 7)Bearing atjoint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify document are not considered capacity of bearing surface. signed and sealed and the 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) signature must be verified 2=825,9=825. on any electronic copies. John L Galinski PE No.60642 MiTek USA,Inc.FL Cent 6634 16023 Swingley Ridge Road,Chesterrield,MO 63017 Date: March 10,2021 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 SCSI 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 T23153809 M11455 Al Hip 2 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:26 2021 Page 1 ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-d1 1 KyNcHnik6iEgzt7rl rBR5zDYQemCNAO?d7zcMet 9-11-1 r1-0-q 8-1-3 8-is14 15-6-0 17-0-018-0-Q 23-4-1 i24-11-0 26-8-0 28-8-2 35-0-0 36-0-q 1-0-0 8-1-3 0--11 5-6-15 1-6-0 1A-0 5-4-1 1-6-15 1-9-0 2-0-2 6-3-14 1-9-3 Scale=1:66.4 5x8 MT18HS= 4.00 12 3x4 11 5 6 5x6 24 25 7xl0 MT18HS 3x4\\ 4 7 3x4 i 3 8 3x4 11 23 26 3x4 i� n 1 2 11 9 10 IN 116 0 12 7x8 MT18HS= d 14 13 5x6= 3x5= 3x4= 5x8= 4x10= 2.00 12 8-1-14 9-11-1 15-6-0 i17-0-0 18-0-q 24-11-0 25-gr12 35-0-0 8-1-14 1-9-3 5-6-15 1-6-0 1-0.0 6-11-0 04-12 9-11-0 Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-1-2,Edge],[4:0-3-0,0-3-0],[7:0-4-8,Edge],[9:0-2-10,Edge],[10:0-2-2,0-1-8],[12:0-3-0,0-1-12],[13:0-2-4,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.77 Vert(LL) -0.60 11 >701 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.10 11 >382 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(CT) 0.39 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.82 11 >515 240 Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-1 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 2 Rows at 1/3 pts 7-12 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,9=0-8-0 Max Horz 2=-153(LC 10) Max Uplift 2=-825(LC 12),9=-825(LC 12) Max Grav 2=1349(LC 1),9=1349(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3240/2634,3-4=-3025/2529,4-5=-2311/1975,5-6=-2225/1996,6-7=-2322/1999, 7-8=-5442/4413,8-9=-5685/4540 BOT CHORD 2-14=-2368/3038,13-14=-2150/2833,12-13=-1564/2195,11-12=-4180/5450, 9-11=-4219/5408 WEBS 4-14=-319/512,4-13=-867/731,7-12=-3462/2800,3-14=-359/394,6-12=-714/978, 7-11=-1414/2008 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 17-6-0,Exterior(2R) 17-6-0 to 21-8-15,Interior(1)21-8-15 to 36-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. electronically signed and 4)All plates are MT20 plates unless otherwise indicated. Sealed by Gallnskl,John, PE 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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. 7)Bearing atjoint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify document are not considered capacity of bearing surface. signed and sealed and the 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) signature must be verified 2=825,9=825. on any electronic copies. John L Galinski PE No.60642 MiTek USA,Inc.FL Cent 6634 16023 Swingley Ridge Road,Chesterrield,MO 63017 Date: March 10,2021 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 SCSI 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 T23153810 M11455 A2 Hip 1 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:27 2021 Page 1 I D:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-5DbiBIOE24Qbjso0XNe4a2kgTNes9D2McgmZAZzcMes 1-0-q 7-7-2 11-0-0 17-6-0 24-0-0 27 4-14 35-0-0 $6-0-Q '1-0-0 7-7-2 3-4-14 6-6-0 6-6-0 3-4-14 7-7-2 1-0-0 Scale=1:60.5 5x8= Sx8= 4.00 F12 4 27 28 5 29 30 6 26 3 7 31 25 32 2��g � ] IA 0 6 16 15 14 13 12 11 10 3x6= 4x6= 3x8 4x6= 3x6= 7-7-2 11-0-0 17-6-0 24-0-0 27-4-14 35-0-0 7-7-2 3-4-14 6-6-0 6-6-0 3-4-14 7-7-2 Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-0-2,Edge],[4:0-5-4,0-2-8],[6:0-5-4,0-2-8],[8:0-0-2,Edge],[9:0-2-2,0-1-8] 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 0.54 Vert(LL) -0.26 13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.49 12-13 >857 240 BCLL 0.0 * Rep Stress Incr YES WB 0.48 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.37 13 >999 240 Weight:167 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-4-4 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,8=0-8-0 Max Horz 2=-101(LC 10) Max Uplift 2=-825(LC 12),8=-825(LC 12) Max Grav 2=1349(LC 1),8=1349(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3306/2797,3-4=-2825/2470,4-5=-3132/2780,5-6=-3132/2780,6-7=-2825/2470, 7-8=-3306/2797 BOT CHORD 2-16=-2529/3099,14-16=-2529/3099,13-14=-2077/2656,12-13=-2077/2656, 10-12=-2530/3099,8-10=-2530/3099 WEBS 3-14=-569/572,4-14=-298/411,4-13=-471/683,5-13=-405/502,6-13=-471/683, 6-12=-298/411,7-12=-569/572 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-0-0,Exterior(2R) 11-0-0 to 15-2-15,Interior(1)15-2-15 to 24-0-0,Exterior(2R)24-0-0 to 28-2-15,Interior(1)28-2-15 to 36-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. electronically signed and 4)Provide adequate drainage to prevent water ponding. sealed by Gallnski,John, PE 5)All plates are 3x4 MT20 unless otherwise indicated. using a Digital Signature. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COpleS Of this 7)*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. document are not Considered 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) signed and sealed and the 2=825,8=825. signature must be verified on any electronic copies. John L Galinski PE No.60642 MiTek USA,Inc.FL Cent 6634 16023 Swingley Ridge Road,Chesterfield,MO 63017 Date: March 10,2021 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 SCSI 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 T23153811 M11455 A3 Hip 1 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:28 2021 Page 1 I D:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-ZP94PdPspOYSLONC549J6GGrZmz6ufgVgUV6i?zcMer 11-0-q 6-10-14 9-0-0 14-8-9 20-3-7 26-0-0 28-1-2 35-0-0 36-OA 1-0-0 6-10-14 2-1-2 5-8-9 5-6-13 5-8-9 2-1-2 6-10-14 1-0-0 Scale=1:60.5 Sx8= 5x8= 4.00 12 4x6= 4 28 29 5 6 7 30 31 8 9 3 P7 32 14 26 33 A M m1 2 10 11 n IM 0 0 17 16 15 14 13 12 3x6= 4x6= 3x8 4x6= 3x6= 9-0-0 14-8-9 2%3-7 26-0-0 35-0-0 9-0-0 5-8-9 5-6-13 5-8-9 9-0-0 Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-0-2,Edge],[4:0-5-4,0-2-8],[6:0-3-0,Edge],[8:0-5-4,0-2-8],[10:0-5-14,Edge],[11:0-2-2,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.52 Vert(LL) -0.33 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.62 14-15 >682 240 BCLL 0.0 * Rep Stress Incr YES WB 0.57 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.46 14-15 >910 240 Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-3-10 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,10=0-8-0 Max Horz 2=84(LC 11) Max Uplift 2=-825(LC 12),10=-825(LC 12) Max Grav 2=1349(LC 1),10=1349(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3318/2831,3-4=-3076/2629,4-5=-3677/3181,5-7=-3677/3181,7-8=-3678/3183, 8-9=-3076/2629,9-10=-3318/2831 BOT CHORD 2-17=-2569/3118,15-17=-2259/2903,14-15=-2922/3678,12-14=-2259/2902, 10-12=-2570/3118 WEBS 3-17=-329/452,4-17=-297/424,4-15=-759/983,5-15=-320/407,7-14=-363/395, 8-14=-762/984,8-12=-296/424,9-12=-329/452 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2R)9-0-0 to 13-2-15,Interior(1)13-2-15 to 26-0-0,Exterior(2R)26-0-0 to 30-2-15,Interior(1)30-2-15 to 36-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. electronically signed and 4)Provide adequate drainage to prevent water ponding. sealed by Gallnski,John, PE 5)All plates are 3x4 MT20 unless otherwise indicated. using a Digital Signature. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COpleS Of this 7)*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. document are not Considered 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) signed and sealed and the 2=825,10=825. signature must be verified on any electronic copies. John L Galinski PE No.60642 MiTek USA,Inc.FL Cent 6634 16023 Swingley Ridge Road,Chesterfield,MO 63017 Date: March 10,2021 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 SCSI 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 T23153812 M11455 ATA ATTIC 1 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:29 2021 Page 1 ID:AXCVr6ubfdeoJ5ziCdyW PDyLFMw-1 cjSczPVaigJz9yPeogYf rpl SALTd73f38FgESzcMeq 15-0-0 22-0-3 T1-0-Q 8-5-15 12-11-13 13-1r12 20-0-0 21-10-4 M6 1 35-0-0 $6-0-Q 1-0-0 8-5-15 4-5-14 0--15 5-0-0 1-10� 4-5-14 8-5-15 1-0-0 1-10-4 0-1-15 Scale=1:65.2 4.00 12 3x6= 3x6= 3x5� 3x5 5 6 27 28 7 8 3x4% 3x4 4x6 26 29 4x6 3 4 9 10 u A ur co 3x4 II 25 8-5-0 30 3x4 1 2 11 12 N IM 18 17 16 15 14 13 O 4x6= 3x4 11 5x8 4x4= 4x4= 5x8 3x4 11 4x6= 8-5-15 13-1-12 21-10-4 26-6-1 35-0-0 8-5-15 4-7-13 8-8-8 4-7-13 8-5-15 Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-3-10,0-0-3],[3:0-3-0,Edge],[6:0-3-0,0-2-8],[7:0-3-0,0-2-8],[10:0-3-0,Edge],[11:0-3-10,0-0-3],[12:0-2-2,0-1-8] 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 0.51 Vert(LL) -0.33 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.58 15-16 >726 240 BCLL 0.0 * Rep Stress Incr YES WB 0.51 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.27 15 >999 240 Weight:189 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 6-8-13 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 2 Rows at 1/3 pts 5-8 5-8:2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,11=0-8-0 Max Horz 2=134(LC 11) Max Uplift 2=-698(LC 12),11=-698(LC 12) Max Grav 2=1602(LC 20),11=1602(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-4266/2426,4-5=-3767/1935,5-6=-961/690,6-7=-910/685,7-8=-961/690, 8-9=-3767/1935,9-11=-4266/2426 BOT CHORD 2-18=-2160/4039,16-18=-2160/4039,15-16=-1512/3526,13-15=-2160/4006, 11-13=-2160/4006 WEBS 4-18=-102/330,4-16=-917/755,5-16=-289/804,5-8=-2670/1230,8-15=-289/804, 9-15=-917/755,9-13=-102/330 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 15-0-0,Exterior(2R) 15-0-0 to 19-2-15,Interior(1)19-2-15 to 20-0-0,Exterior(2R)20-0-0 to 24-2-15,Interior(1)24-2-15 to 36-0-0 zone;C-C for members This item has been and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and to the use of this truss component. sealed by Gallnskl,John, PE 4)150.01b AC unit load placed on the top chord,17-6-0 from left end,supported at two points,5-0-0 apart. using a Digital Signature. 5)Provide adequate drainage to prevent water ponding. Printed COpleS Of this 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. signed and Sealed and the 8)Ceiling dead load(5.0 psf)on member(s).5-8 signature must be verified 9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.15-16 on any electronic copies. 10)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=698,11=698. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. John L Gafinski PE No.60642 MiTek USA,Inc.FL Cent 6634 16023 Swingley Ridge Road,Chesterfield,MO 63017 Date: March 10,2021 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 SCSI 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 T23153813 M11455 ATB ATTIC 1 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:30 2021 Page 1 I D:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-VoHggJQ7L?oAaJXbCVBnBhMBgahgMa5olo_DmuzcMep 11-0-Q 8-5-15 13-0-0 17-6-0 22-0-0 26-6-1 35-0-0 36-0-Q h-0- 8-5-15 4-6-1 4-6-0 4-6-0 4-6-1 8-5-15 -0-0 Scale:3/16"=l' 6x8= 6x8= 4.00 12 4 22 23 2425 26 27 5 3x4 3x4 3 6 c6 3x4 21 8-5-0 M 28 3x4 II 1 2 7 8 IM 14 13 12 11 10 9 0 5x6= 3x4 11 5x8= 4x4= 4x4= 5x8 3x4 11 5x6= 8-5-15 13-0-0 22-0-0 26-6-1 35-0-0 8-5-15 4-6-1 9-0-0 4-6-1 8-5-15 Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-3-0,0-2-9],[4:0-3-8,0-2-3],[5:0-3-8,0-2-3],[7:0-3-0,0-2-9],[8:0-2-2,0-1-8] 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 0.54 Vert(LL) -0.31 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.57 11-12 >743 240 BCLL 0.0 * Rep Stress Incr YES WB 0.46 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.27 11-12 >999 240 Weight:183 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30*Except* TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. 4-5:2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 6-8-11 oc bracing. BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,7=0-8-0 Max Horz 2=-117(LC 10) Max Uplift 2=-697(LC 12),7=-697(LC 12) Max Grav 2=1603(LC 20),7=1603(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4262/2430,3-4=-3800/1937,4-5=-3601/1884,5-6=-3800/1937,6-7=-4262/2430 BOT CHORD 2-14=-2165/4046,12-14=-2165/4046,11-12=-1529/3598,9-11=-2164/4000, 7-9=-2164/4000 WEBS 3-14=-90/310,3-12=-826/751,6-9=-90/310,5-11=-262/772,4-12=-262/772, 6-11=-826/751 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-0-0,Exterior(2R) 13-0-0 to 17-2-15,Interior(1)17-2-15 to 22-0-0,Exterior(2R)22-0-0 to 26-6-1,Interior(1)26-6-1 to 36-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. electronically signed and 4)150.01b AC unit load placed on the top chord,17-6-0 from left end,supported at two points,5-0-0 apart. sealed by Galinski,John, PE 5)Provide adequate drainage to prevent water ponding. using a Digital Signature. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COpleS Of this 7)*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. document are not Considered 8)Ceiling dead load(5.0 psf)on member(s).4-5 signed and sealed and the 9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.11-12 signature must be verified 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) on any electronic copies. 2=697,7=697. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. John L Galinski PE No.60642 MiTek USA,Inc.FL Cent 6634 16023 Swingley Ridge Road,Chesterfield,MO 63017 Date: March 10,2021 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 SCSI 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 T23153814 M11455 B Hip 1 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:31 2021 Page 1 I D:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-z_qD 1 fR16Jwl CT6nmDiOkuu I E_wp5zYxWSkmJKzcMeo 1-0-Q 8-1-4 9-11-1 15-0-0 1$-6r0 20-0-0 24-11-0 26-8-1 35-0-0 36-0-Q y-0- 8-1-4 1-9-14 5-0-15 0-6-0 4-6-0 4-11-0 1-9-1 8-3-15 0- Scale=1:66.4 4.00 F12 7x8= 5x8= 6728 29 8 3x4\\ 3x4 5x6 3x4 i 4x6 5 27 30 9 5x8 MT18HS 3 4 10 11 N N 3x4 11 26 31 3x4 M n 1 2 14 12 13 n Z15 7x8 MT18HS= TA 17 16 45= d 3x5= 3x4= 5xl2= 4x10= 2.00 12 8-1 4 9-11-1 15-6-0 20-0-0 24-11-0 25-Q-12 35-0-0 8-1 4 1-9-14 5-6-15 4-6-0 4-11-0 0-1- 22 9-11 4 Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-1-2,Edge],[3:0-3-0,Edge],[6:0-5-12,0-2-12],[8:0-5-4,0-2-8],[11:0-4-0,Edge],[12:0-2-10,Edge],[13:0-2-2,0-1-8] 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 0.81 Vert(LL) -0.54 14 >784 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.98 14 >429 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.76 Horz(CT) 0.36 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.74 14 >570 240 Weight:167 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-1 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 9-15 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,12=0-8-0 Max Horz 2=-134(LC 10) Max Uplift 2=-825(LC 12),12=-825(LC 12) Max Grav 2=1349(LC 1),12=1349(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-3239/2766,4-5=-3010/2644,5-6=-2338/2141,6-7=-2192/2105,7-8=-2205/2113, 8-9=-2754/2459,9-10=-5383/4576,10-12=-5697/4800 BOT CHORD 2-17=-2496/3038,16-17=-2243/2802,15-16=-2056/2665,14-15=-4156/5158, 12-14=-4467/5420 WEBS 8-15=-750/1022,9-14=-1542/2004,10-14=-335/380,7-16=-303/463,9-15=-2822/2372, 5-16=-719/631,5-17=-351/536,4-17=-411/456,8-16=-697/512 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 15-0-0,Exterior(2R) 15-0-0 to 19-2-15,Interior(1)19-2-15 to 20-0-0,Exterior(2R)20-0-0 to 24-2-15,Interior(1)24-2-15 to 36-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. electronically signed and 4)Provide adequate drainage to prevent water ponding. sealed by Gallnski,John, PE 5)All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COpleS Of this 7)*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. document are not Considered 8)Bearing atjoint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signed and sealed and the capacity of bearing surface. signature must be Verified 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) on any electronic copies. 2=825,12=825. John L Galinski PE No.60642 MiTek USA,Inc.FL Cent 6634 16023 Swingley Ridge Road,Chesterfield,MO 63017 Date: March 10,2021 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 SCSI 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 T23153815 M11455 B1 Hip 1 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:32 2021 Page 1 ID:AXCVr6ubfdeoJ5ziCdyW PDyLFMw-RBObF?SNtd2ugdh_KwEFH6RT1 OG?gQv516UKrmzcMen 1-0- 6-4-12 -3- 13-0-0 15-6-0 22-0-0 24-11-0 26-8-0 35-0-0 6-0- 1-0-0 6-4-12 0-10-1 5-8-10 2-6-0 6-6-0 2-11-0 1-9-0 8-4-0 1-0-0 Scale=1:65.2 5x6= 3x4 11 5x8= 4.00 12 4 26 5 2728 29 6 5x6 7 3x4 i 3x4 25 308 3 V 3x4 II 24 11 31 9 3x4 IM n 1 2 10 1<0 12 7x8 MT18HS= 6 4x4= o 15 14 13 3x5— 3x4 I I 3x4= 5x8 MT18HS= 4x10= 2.00 12 6-4-12 -3- 13-0-0 15-6-0 22-0-0 24-11-0 25- 12 35-0-0 6-4-12 0-10-1 5-8-10 2-6-0 6-6-0 2-11-0 0--12 9-11-4 Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[6:0-5-4,0-2-8],[9:0-2-10,Edge],[10:0-2-2,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.81 Vert(LL) -0.55 11-12 >757 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.02 12-13 >410 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.76 Horz(CT) 0.35 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.76 11-12 >550 240 Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-5 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 6-13 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,9=0-8-0 Max Horz 2=117(LC 11) Max Uplift 2=-825(LC 12),9=-825(LC 12) Max Grav 2=1349(LC 1),9=1349(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3313/2803,3-4=-2689/2367,4-5=-2521/2331,5-6=-2517/2324,6-7=-3409/2967, 7-8=-5345/4516,8-9=-5700/4811 BOT CHORD 2-15=-2543/3109,14-15=-2543/3109,13-14=-1976/2521,12-13=-2605/3348, 11-12=-4068/5101,9-1 1=-4479/5424 WEBS 4-14=-399/531,6-13=-1030/735,6-12=-931/1242,7-11=-1574/1986,8-11=-394/467, 7-12=-2262/1879,3-14=-701/629 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-0-0,Exterior(2R) 13-0-0 to 17-2-15,Interior(1)17-2-15 to 22-0-0,Exterior(2R)22-0-0 to 26-2-15,Interior(1)26-2-15 to 36-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. electronically signed and 4)Provide adequate drainage to prevent water ponding. sealed by Gallnski,John, PE 5)All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COpleS Of this 7)*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. document are not Considered 8)Bearing atjoint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signed and sealed and the capacity of bearing surface. signature must be verified 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) on any electronic copies. 2=825,9=825. John L Galinski PE No.60642 MiTek USA,Inc.FL Cent 6634 16023 Swingley Ridge Road,Chesterfield,MO 63017 Date: March 10,2021 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 SCSI 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 T23153816 M11455 B2 HIP 1 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:33 2021 Page 1 I D:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-wNyzSLS?ewAIRnGAtelUpJJUnicZwJE_mDtNDzcMem 1-0-q 7-7-2 11-0-0 17-6-0 24-0-0 27-5-0 35-0-0 $6-0-Q 1-0-0 7-7-2 3-4-14 6-6-0 6 6-0 3-5-0 7-7-0 1-0-0 Scale=1:60.4 5x8= 5x8=3x5 4.00 F12 4 28 29 5 30 31 6 7 27 3 8 32 N 26 33 M 01 2 9 10 t2 6 0 17 16 15 14 13 12 11 34 35 3x5= 3x6= 4x8= 5x8= 3x5= 7-7-2 11-0-0 17-6-0 24-0-0 25-2-q 27-5-0 35-0-0 7-7-2 3-4-14 6-6-0 6-6-0 1-2-0 2-3-0 7-7-0 Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[4:0-5-4,0-2-8],[6:0-5-4,0-2-8],[9:0-0-14,Edge],[10:0-2-2,0-1-8],[12:0-4-0,0-3-0] 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 0.50 Vert(LL) -0.11 17-22 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.24 17-22 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.55 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.35 11-25 >339 240 Weight:170 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-7 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-14 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,12=0-8-0,9=0-8-0 Max Horz 2=-101(LC 10) Max Uplift 2=-592(LC 12),12=-1019(LC 12),9=-448(LC 12) Max Grav 2=956(LC 21),12=1391(LC 1),9=386(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2093/1729,3-4=-1588/1379,4-5=-1295/1165,5-6=-1295/1165,8-9=-319/750 BOT CHORD 2-17=-1517/1950,15-17=-1517/1950,14-15=-1041/1481,13-14=-25/310,12-13=-15/295, 11-12=-601/267,9-1 1=-601/267 WEBS 3-15=-598/602,4-15=-294/409,5-14=-432/528,6-14=-1277/1453,6-13=-341/426, 7-12=-701/559,8-12=-301/1343,8-11=-789/185 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-0-0,Exterior(2R) 11-0-0 to 15-2-15,Interior(1)15-2-15 to 24-0-0,Exterior(2R)24-0-0 to 28-2-15,Interior(1)28-2-15 to 36-0-0 zone;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. electronically signed and 5)All plates are 3x4 MT20 unless otherwise indicated. sealed by Gallnskl,John, PE 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 7)*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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) document are not considered 2=592,12=1019,9=448. signed and sealed and the signature must be verified on any electronic copies. John L Galinski PE No.60642 MiTek USA,Inc.FL Cent 6634 16023 Swingley Ridge Road,Chesterfield,MO 63017 Date: March 10,2021 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 SCSI 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 T23153817 M11455 B3 HIP 1 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:34 2021 Page 1 ID:AXCVr6ubfdeoJ5ziCdyW PDyLFMw-OZW LfhTdPElc3xrM RLGjMXWwAB31 I NSODQzQvfzcMel 1-0-q 6-7-6 9-0-0 14 4-12 19-6-0 24-10-0 ,26-0-01 28-4-10 ,30-1-2 35-0-0 36-0-q '1-0-0 6-7-6 2-4-10 5-4-12 5-1 4 5-4-0 1-2-0 2 4-10 1-8-8 4-10-14 1-0-0 Scale=1:60.4 4.00 12 5x8= 3x6= 3x10= 3x6 11 3x6= 4 30 531 6 7 32 33 8 9 g 10 29 34 28 35 M A�1 2 11 12PeR : n Ic, 6 0 19 18 17 16 15 14 36 13 37 38 3x5= 3x6= 3xB 6x10= 3x5= 6-7-6 9-0-0 14-4-12 19-6-0 24-1%0 z6-0-0 28-4-10 35-0-0 6-7-6 2-4-10 5-4-12 5-1 4 5 4-0 1-2-0 2 4-10 6-7-6 Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[4:0-54,0-2-8],[9:0-3-0,0-2-8],[11:0-1-2,Edge],[12:0-2-2,0-1-8],[14:0-3-8,0-34] 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 0.38 Vert(LL) -0.08 16-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.17 16-18 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.56 Horz(CT) 0.04 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.20 13-27 >596 240 Weight:171 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-2 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*Except* WEBS 1 Row at midpt 7-14 8-14:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,14=0-8-0,11=0-8-0 Max Horz 2=-84(LC 10) Max Uplift 2=-530(LC 12),14=-1237(LC 12),11=-293(LC 12) Max Grav 2=867(LC 21),14=1721(LC 1),11=156(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1896/1473,34=-1531/1222,4-5=-1381/1050,5-7=-1381/1050,7-8=-942/914, 8-9=-969/940,9-10=-1000/968,10-11=-54/656 BOT CHORD 2-19=-1285/1767,18-19=-1285/1767,16-18=-927/1436,15-16=-125/622,14-15=-125/622, 13-14=-580/132,11-13=-580/132 WEBS 3-18=-465/495,4-18=-286/359,8-14=-471/546,5-16=-312/398,7-16=-858/902, 7-14=-1682/1441,10-14=-652/1736,10-13=-795/216 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2R)9-0-0 to 13-2-15,Interior(1)13-2-15 to 26-0-0,Exterior(2R)26-0-0 to 30-2-15,Interior(1)30-2-15 to 36-0-0 zone;porch right exposed;C-C This item has been for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and to the use of this truss component. sealed by Gallnskl,John, PE 4)Provide adequate drainage to prevent water ponding. using a Digital Signature. 5)All plates are 3x4 MT20 unless otherwise indicated. Printed COpleS Of this 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. signed and Sealed and the 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) signature must be verified 2=530,14=1237,11=293. on any electronic copies. John L Galinski PE No.60642 MiTek USA,Inc.FL Cent 6634 16023 Swingley Ridge Road,Chesterrield,MO 63017 Date: March 10,2021 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 SCSI 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 T23153818 M11455 GRA Hip Girder 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:38 2021 Page 1 I D:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-GKmsV2W8STol YY87gBLg W Nh W3ol4E9?z82xe3QzcMeh 11-0-Q 7-0-0 12-3-14 17-6-0 22-8-2 28-0-0 35-0-0 36-0-Q h-0- 7-0-0 5-3-14 5-2-2 5-2-2 5-3-14 7-0-0 -0-0 Scale:3/16"=l' 5x8 MT18HS= 5x8 MT18HS= 4.00 12 3x4= 5x8 MT18HS= 3x4= 3 25 26 4 27 28 29 530 31 32 33 34 6 35 36 7 3x4 11 3x4 � 1 2 8 9 N I-f 6 0 16 37 15 38 14 39 40 13 41 4243 44 12 45 11 46 10 3x8= 3x4 11 5x6 WB= 4x4= 3x8 4x4= 5x6 WB= 3x4 11 3x8= 7-0-0 12-3-14 17-6-0 22-8-2 28-0-0 35-0-0 7-0-0 5-3-14 5-2-2 5-2-2 5-3-14 7-0-0 Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-7-14,Edge],[3:0-5-4,0-2-8],[5:0-4-0,0-3-0],[7:0-5-4,0-2-8],[8:0-7-14,Edge],[9:0-2-2,0-1-8] 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 0.64 Vert(LL) 1.04 12-13 >405 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -1.04 12-13 >402 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr NO WB 0.65 Horz(CT) 0.19 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:322 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,8=0-8-0 Max Horz 2=67(LC 24) Max Uplift 2=-2200(LC 8),8=-2256(LC 8) Max Grav 2=2834(LC 1),8=2836(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-7953/6163,3-4=-10551/8109,4-5=-11570/9032,5-6=-11570/9032,6-7=-10566/8447, 7-8=-7955/6323 BOT CHORD 2-16=-5731/7492,14-16=-5764/7533,13-14=-7946/10551,12-13=-8284/10566, 10-12=-5914/7534,8-10=-5884/7495 WEBS 3-16=-544/693,3-14=-2389/3417,4-14=-1118/994,4-13=-1015/1162,5-13=-526/480, 6-13=-644/1147,6-12=-938/670,7-12=-2595/3431,7-10=-488/679 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to This item has been ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. electronically signed and 4)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=5ft;Cat. sealed by Galinski,John, PE 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature. 5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Printed copies of this to the use of this truss component. 6)Provide adequate drainage to prevent water ponding. document are not Considered 7)All plates are MT20 plates unless otherwise indicated. signed and sealed and the 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. signature must be Verified 9)*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 on any electronic copies. will fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=2200,8=2256. John L Galinski PE No.60642 MiTek USA,Inc.FL Cent 6634 16023 Swingley Ridge Road,Chesterfield,MO 63017 Date: March 10,2021 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 SCSI 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 T23153818 M11455 GRA Hip Girder 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:39 2021 Page 2 I D:AXCVr6ubfdeoJ5ziCdyW PDyLFMw-kXJ EjOXmDmwuAijKEusv3aEhpCeJzcE7MigBbszcMeg NOTES- 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)131 lb down and 222 lb up at 7-0-0,111 lb down and 168 lb up at 9-0-12,111 lb down and 168 lb up at 11-0-12,111 lb down and 168 lb up at 13-0-12,111 lb down and 168 lb up at 15-0-12,111 lb down and 168 lb up at 17-0-12,111 lb down and 168 lb up at 17-11-4,80 lb down and 59 lb up at 19-11-4,80 lb down and 59 lb up at 21-11-4,111 lb down and 168 lb up at 23-11-4,and 111 lb down and 168 lb up at 25-11-4,and 131 lb down and 222 lb up at 28-0-0 on top chord,and 475 lb down and 582 lb up at 7-0-0,84 lb down and 32 lb up at 9-0-12,84 lb down and 32 lb up at 11-0-12,84 lb down and 32 lb up at 13-0-12,84 lb down and 32 lb up at 15-0-12,84 lb down and 32 lb up at 17-0-12,84 lb down and 32 lb up at 17-11-4, 179 lb down and 276 lb up at 19-11-4,179 lb down and 276 lb up at 21-11-4,84 lb down and 32 lb up at 23-11-4,and 84 lb down and 32 lb up at 25-11-4,and 475 lb down and 582 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-7=-54,7-9=-54,19-22=-20 Concentrated Loads(lb) Vert:3=-1 11(F)7=-1 11(F)16=-475(F)1 0=-475(F)25=-1 11(F)26=-1 11(F)27=-1 11(F)29=-1 11(F)30=-1 11(F)31=-1 11(F)32=-6(F)34=-6(F)35=-1 11(F)36=-1 11(F) 37=-68(F)38=-68(F)39=-68(F)40=-68(F)41=-68(F)42=-68(F)43=-179(F)44=-179(F)45=-68(F)46=-68(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 ANS11TPII Quality Criteria,DSB-89 and SCSI 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 T23153819 M11455 GRB HIP GIRDER 1 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:40 2021 Page 1 ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-CjtcwkYO_421nslWocN8bomrncl ki_OGbMQ17JzcMef 1-0-q 7-0-0 11-5-8 15-11-0 20 4-8 24-10-0 28-0-0 35-0-0 $6-0-Q 1-0-0 7-0-0 4-5-8 4-5-8 4-5-8 4-5-8 3-2-0 7-0-0 1-0-0 Scale=1:60.3 6x8= 5x8 MT18HS= 4.00 12 4x6= 5x12= 3 27 428 29 30 31 5 6 32 733 34 35 36 8 37 9 N 01 2 10 11 !9 N Ic; 6 6 18 38 17 16 3940 41 15 42 43 14 4445 46 13 47 12 3x8= 5x6 WB= 5x10= 7x14 MT18HS= 3x5= THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 7-0-0 11-5-8 15-11-0 20 4-8 24-gl%0 28-0-0 35-0-0 7-0-0 4-5 8 4-5-8 4-5-8 4-5-8 3-2-0 7-0-0 Plate Offsets(X,Y)-- [1:0-2-2,0-1-8],[2:0-7-10,Edge],[3:0-5-12,0-2-12],[6:0-3-0,Edge],[9:0-5-8,0-2-8],[11:0-2-2,0-1-8],[13:0-5-12,Edge] 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 0.76 Vert(LL) 0.38 16 >781 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.43 15-16 >690 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr NO WB 0.98 Horz(CT) 0.09 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:165 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-3-12 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 7-13 4-15,7-15:2x4 SP M 30,8-13:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,13=0-8-0,10=0-8-0 Max Horz 2=67(LC 24) Max Uplift 2=-1201(LC 8),13=-3424(LC 8),10=-565(LC 25) Max Grav 2=1605(LC 17),13=4306(LC 1),10=189(LC 7) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4136/3064,3-4=-4232/3013,4-5=-3227/2172,5-7=-3227/2172,7-8=-2414/3408, 8-9=-2436/3435,9-10=-732/1777 BOT CHORD 2-18=-2793/3874,16-18=-2827/3915,15-16=-2851/4232,14-15=-198/680, 13-14=-198/680,12-13=-16231722,10-12=-1668/785 WEBS 3-18=-548/672,3-16=-75/504,4-15=-1145/952,5-15=-537/489,7-15=-2057/2887, 7-14=0/377,7-13=-4570/3112,8-13=-408/330,9-13=-2479/2392,9-12=-1024/780 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. electronically signed and 5)All plates are MT20 plates unless otherwise indicated. sealed by Gallnskl,John, PE 6)All plates are 3x4 MT20 unless otherwise indicated. using a Digital Signature. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COpleS Of this 8)*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. document are not Considered 9)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb) signed and sealed and the 2=1201,13=3424,10=565. Signature must be verified on any electronic copies. John L Galinski PE No.60642 MiTek USA,Inc.FL Cent 6634 16023 Swingley Ridge Road,Chesterfield,MO 63017 Date: March 10,2021 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 SCSI 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 T23153819 M11455 GRB HIP GIRDER 1 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:41 2021 Page 2 I D:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-hvR_74ZOIOBcP?tiLJuN8?JOXONzRReQgO9lflzcMee NOTES- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)131 lb down and 222 lb up at 7-0-0,111 lb down and 168 lb up at 9-0-12,111 lb down and 168 lb up at 11-0-12,111 lb down and 168 lb up at 13-0-12,111 lb down and 168 lb up at 15-0-12,111 lb down and 168 lb up at 17-0-12,111 lb down and 168 lb up at 17-11-4,111 lb down and 168 lb up at 19-11-4,111 lb down and 168 lb up at 21-11-4,111 lb down and 168 lb up at 23-11-4,and 80 lb down and 59 lb up at 25-11-4,and 106 lb down and 113 lb up at 28-0-0 on top chord,and 475 lb down and 582 lb up at 7-0-0,84 lb down and 32 lb up at 9-0-12,84 lb down and 32 lb up at 11-0-12,84 lb down and 32 lb up at 13-0-12,84 lb down and 32 lb up at 15-0-12,84 lb down and 32 lb up at 17-0-12,84 lb down and 32 lb up at 17-11-4,84 lb down and 32 lb up at 19-11-4,84 lb down and 32 lb up at 21-11-4,84 lb down and 32 lb up at 23-11-4,and 179 lb down and 237 lb up at 25-11-4,and 586 lb down and 728 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-9=-54,9-11=-54,21-24=-20 Concentrated Loads(lb) Vert:3=-111(B)6=-111(B)9=-6(B)18=-475(B)12=-586(B)27=-111(13)28=-111(13)29=-111(13)31=-111(13)32=-111(13)33=-111(13)35=-111(13)36=-111(13) 37=-6(B)38=-68(B)39=-68(B)40=-68(B)41=-68(B)42=-68(B)43=-68(B)44=-68(B)45=-68(B)46=-68(B)47=-1 79(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 ANS11TPII Quality Criteria,DSB-89 and SCSI 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 T23153820 M11455 J1 JACK-OPEN 8 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:41 2021 Page 1 I D:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-hvR_74ZOIOBcP?tiLJuN8?J8LOYXRgxQgO9lflzcMee -1-0-0 1-0-0 1-0-0 1-0-0 Scale=1:6.1 3 4.00 12 2 2x3 11 r 0 1 M O -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 TIC 0.19 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >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 FBC2020/TP12014 Matrix-MP Wind(LL) -0.00 6 >999 240 Weight:6 lb FT=20% 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. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical Max Horz 2=48(LC 12) Max Uplift 3=-4(LC 9),2=-140(LC 12) Max Grav 3=10(LC 17),2=118(LC 1),4=17(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb) 2=140. This item has been electronically signed and sealed by Galinski,John, 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. John L Galinski PE No.60642 MiTek USA,Inc.FL Cent 6634 16023 Swingley Ridge Road,Chesterfield,MO 63017 Date: March 10,2021 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 SCSI 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 T23153821 M11455 J3 JACK-OPEN 8 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:42 2021 Page 1 ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-96?NLQZeWhJT19Svvl PcgDrGCQndA7BZ2gvsCBzcMed -1-0-0 3-0-0 1-0-0 3-0-0 Scale=1:9.4 3 M 9 vo 4.00 F12 A N 2 2x3 , 1 10 4 3x4= 3-0-0 3-0-0 Plate Offsets(X,Y)-- [2:0-1-10,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.44 Vert(LL) 0.02 4-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.01 4-8 >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 FBC2020/TP12014 Matrix-MP Weight:12 lb FT=20% 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. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-67(LC 12),2=-207(LC 12),4=-51(LC 12) Max Grav 3=63(LC 1),2=172(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 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-11-4 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except Qt=lb) 2=207. This item has been electronically signed and sealed by Galinski,John, 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. John L Galinski PE No.60642 MiTek USA,Inc.FL Cent 6634 16023 Swingley Ridge Road,Chesterfield,MO 63017 Date: March 10,2021 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 SCSI 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 T23153822 M11455 J5 JACK-OPEN 8 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:42 2021 Page 1 ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-96?NLQZeWhJT19Svvl PcgDrFaQn9A7BZ2gvsCBzcMed 1-0-0 5-0-0 1-0-0 5-0-0 Scale=1:12.7 3 IM 0 4.00 12 9 N 2x3 11 2 1 q 10 4 3x5— 5-0-0 5-0-0 Plate Offsets(X,Y)-- [2:0-1-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.48 Vert(LL) 0.17 4-8 >345 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.05 4-8 >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 FBC2020/TP12014 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical Max Horz 2=123(LC 12) Max Uplift 3=-122(LC 12),2=-278(LC 12),4=-92(LC 12) Max Grav 3=115(LC 1),2=242(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 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-11-4 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) 3=122,2=278. This item has been electronically signed and sealed by Galinski,John, 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. John L Galinski PE No.60642 MiTek USA,Inc.FL Cent 6634 16023 Swingley Ridge Road,Chesterrield,MO 63017 Date: March 10,2021 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 SCSI 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 T23153823 M11455 J7 JACK-OPEN 20 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:43 2021 Page 1 I D:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-d IZIYmaHH?RKeJ 15TkwrDQOOup7bvZRiHKePkezcMec 1-0-0 7-0-0 1-0-0 7-0-0 Scale:3/4"=1' 3 4.00 F12 uo 10 N N 9 A N 2x3 11 2 1 4 3x5= 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.64 Vert(LL) -0.09 4-8 >976 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.18 4-8 >451 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) 0.21 4-8 >393 240 Weight:24 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. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical Max Horz 2=161(LC 12) Max Uplift 3=-152(LC 12),2=-210(LC 12),4=-12(LC 12) Max Grav 3=165(LC 1),2=315(LC 1),4=124(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) 3=152,2=210. This item has been electronically signed and sealed by Galinski,John, 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. John L Galinski PE No.60642 MiTek USA,Inc.FL Cent 6634 16023 Swingley Ridge Road,Chesterfield,MO 63017 Date: March 10,2021 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 SCSI 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 T23153824 M11455 J7P JACK-OPEN 4 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:44 2021 Page 1 ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-5U77m6bv2JZBGTcH1 RR4mexZJDQkexJsW_OyG4zcMeb 1-0-0 4-1-3 7-0-0 1-0-0 4-1-3 2-10-13 Scale:3/4"=1' 4 4.00 F12 2x3 3 uo 12 N N 11 A N 2x3 11 2 1 13 14 6 5 5x6— 3x8= 7-0-0 7-0-0 Plate Offsets(X,Y)-- [2:0-7-2,Edge] 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 0.59 Vert(LL) 0.33 6-10 >249 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.12 6-10 >721 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:29 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 4-10-4 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical Max Horz 2=161(LC 12) Max Uplift 4=-50(LC 12),2=-353(LC 12),5=-256(LC 12) Max Grav 4=60(LC 17),2=315(LC 1),5=199(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-335/788 BOT CHORD 2-6=-1047/316 WEBS 3-6=-349/1158 NOTES- 1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-11-4 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. This Item has been 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) electronically signed and 2=353,5=256. sealed by Galinski,John, 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. John L Galinski PE No.60642 MiTek USA,Inc.FL Cent 6634 16023 Swingley Ridge Road,Chesterfield,MO 63017 Date: March 10,2021 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 SCSI 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 T23153825 M11455 KJ7 DIAGONAL HIP GIRDER 4 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL-34982, 8.430 s Feb 12 2021 MiTek Industries,Inc. Wed Mar 10 09:33:44 2021 Page 1 ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-5U77m6bv2JZBGTcH1 RR4mexeCDWkexZsW_OyG4zcMeb -1-5-0 6-8-12 9-10-1 1-5-0 6-8-12 3-1-5 Scale=1:21.2 4 N 2.83 12 3x4; Io 3 13 12 N M r pj N N 2x3 2 1 14 15 7 16 6 2x3 5 3x4= 6x8 6-8-12 9-10-1 6-8-12 3-1-5 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 0.28 Vert(LL) 0.14 7-11 >821 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.11 7-11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:40 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 7-2-13 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical,2=0-10-15,5=Mechanical Max Horz 2=161(LC 8) Max Uplift 4=-39(LC 8),2=-574(LC 8),5=-522(LC 8) Max Grav 4=38(LC 1),2=501(LC 1),5=436(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-866/902 BOT CHORD 2-7=-958/823,6-7=-958/823 WEBS 3-7=-368/329,3-6=-949/1104 NOTES- 1)Wind:ASCE 7-16;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) This item has been 2=574,5=522. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)38 lb down and 80 lb up at electronically signed and 4-4-0,38 lb down and 80 lb up at 4-4-0,and 64 lb down and 143 lb up at 7-1-15,and 64 lb down and 143 lb up at 7-1-15 on top sealed by Galinski,John, PE chord,and 67 lb down and 3 lb up at 1-6-1,67 lb down and 3 lb up at 1-6-1,21 lb down and 4 lb up at 4-4-0,21 lb down and 4 lb using a Digital Signature. up at 4-4-0,and 38 lb down and 50 lb up at 7-1-15,and 38 lb down and 50 lb up at 7-1-15 on bottom chord. The design/selection Printed copies of this of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). document are not Considered signed and sealed and the LOAD CASE(S) Standard signature must be verified 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 on any electronic copies. Uniform Loads(plf) Vert:1-4=-54,5-9=-20 Concentrated Loads(lb) John L Galinski PE No.60642 MiTek USA,Inc.FL Cent 6634 Vert:12=-3(F=-1,B=-1)13=-76(F=-38,B=-38)14=-7(F=-3,B=-3)15=-20(F=-10,B=-10)16=-69(F=-34,B=-34) 16023 Swingley Ridge Road,Chesterfield,MG 63017 Date: March 10,2021 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. 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