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Home My WebLink AboutAPPROVED TRUSSCUT(1) 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: 2765385-SYNERGY-8401 - SYNERGY HOMES-Winston - Budnik Res MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Synergy Homes, LLC. Project Name: 84011ND Model: . Tampa, FL 3361 0-41 1 5 Lot/Block: 8401 Subdivision: BUDNIK RES Address: 8401 INDIAN RIVER DR, . City: Fort Pierce 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: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 103 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 T23959794 A01 5/14/21 23 T23959816 C06 5/14/21 2 T23959795 A02 5/14/21 24 T23959817 C07 5/14/21 3 T23959796 A03 5/14/21 25 T23959818 CJ1 5/14/21 4 T23959797 A04 5/14/21 26 T23959819 CJ3 5/14/21 5 T23959798 A05 5/14/21 27 T23959820 CJ4 5/14/21 6 T23959799 A06 5/14/21 28 T23959821 CJ5 5/14/21 7 T23959800 A07 5/14/21 29 T23959822 CJll 5/14/21 8 T23959801 A08 5/14/21 30 T23959823 CJ21 5/14/21 9 T23959802 A09 5/14/21 31 T23959824 CJ22 5/14/21 10 T23959803 A10 5/14/21 32 T23959825 CJ31 5/14/21 11 T23959804 A11 5/14/21 33 T23959826 CJ41 5/14/21 12 T23959805 B01 5/14/21 34 T23959827 D01 5/14/21 13 T23959806 B02 5/14/21 35 T23959828 D02 5/14/21 14 T23959807 B03 5/14/21 36 T23959829 D03 5/14/21 15 T23959808 B04 5/14/21 37 T23959830 D04 5/14/21 16 T23959809 B05 5/14/21 38 T23959831 D05 5/14/21 17 T23959810 B06 5/14/21 39 T23959832 D06 5/14/21 18 T23959811 C01 5/14/21 40 T23959833 D07 5/14/21 19 T23959812 CO2 5/14/21 41 T23959834 D08 5/14/21 20 T23959813 CO3 5/14/21 42 T23959835 D09 5/14/21 21 T23959814 C04 5/14/21 43 T23959836 E01 5/14/21 22 T23959815 C05 5/14/21 44 T23959837 E02 5/14/21 The truss drawing(s)referenced above have been prepared by MiTek USA,Inc. �� under my direct supervision based on the parameters �%%�OPp U I N• VF�� provided by Builders FirstSource(Plant City,FL). �.` •.��G E N 8, Truss Design Engineer's Name: Velez, Joaquin 68182 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 3 STATE O F that the engineer named is licensed in the jurisdiction(s)identified and that the441 designs comply with ANSI/TPI 1. These designs are based upon parameters �'�•• ;c� P.'��,� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were i��s . OR % given to MiTek or TRENCO. Any project specific information included is for MiTek's or • •• ••�� TRENCO's customers file reference purpose only,and was not taken into account in the N A preparation of these designs. MiTek or TRENCO has not independently verified the � ;`,`�� applicability of the design parameters or the designs for any particular building. Before use, Joaquin Velez PE No.68182 the building designer should verify applicability of design parameters and properly MiTek USA,Inc.FL Cart 6634 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 Velez,Joaquin 1 of 2 �m wl a MiTek MiTek USA, Inc. RE: 2765385-SYNERGY-8401 - SYNERGY HOMES-Winston - Budnik Res 6904 Parke East Blvd. Tampa, FL 3361 0-41 1 5 Site Information: Customer Info: Synergy Homes, LLC. Project Name: 8401IND Model: . Lot/Block: 8401 Subdivision: BUDNIK RES Address: 8401 INDIAN RIVER DR, . City: Fort Pierce State: FL No. Seal# Truss Name Date No. Seal# Truss Name Date 45 T23959838 EJ3 5/14/21 102 T23959895 V06 5/14/21 46 T23959839 EJ5 5/14/21 103 T23959896 V07 5/14/21 47 T23959840 EJ6 5/14/21 48 T23959841 EJ7 5/14/21 49 T23959842 EJ31 5/14/21 50 T23959843 EJ32 5/14/21 51 T23959844 EJ51 5/14/21 52 T23959845 EJ52 5/14/21 53 T23959846 EJ53 5/14/21 54 T23959847 EJ54 5/14/21 55 T23959848 EJ55 5/14/21 56 T23959849 EJ56 5/14/21 57 T23959850 EJ61 5/14/21 58 T23959851 FG1 5/14/21 59 T23959852 FG2 5/14/21 60 T23959853 FG3 5/14/21 61 T23959854 G03 5/14/21 62 T23959855 G04 5/14/21 63 T23959856 G05 5/14/21 64 T23959857 HA 5/14/21 65 T23959858 HJ3 5/14/21 66 T23959859 HJ5 5/14/21 67 T23959860 HJ6 5/14/21 68 T23959861 HJ31 5/14/21 69 T23959862 HJ51 5/14/21 70 T23959863 HJ52 5/14/21 71 T23959864 K01 5/14/21 72 T23959865 K02 5/14/21 73 T23959866 L01 5/14/21 74 T23959867 L02 5/14/21 75 T23959868 N01 5/14/21 76 T23959869 NO2 5/14/21 77 T23959870 NO3 5/14/21 78 T23959871 N04 5/14/21 79 T23959872 N05 5/14/21 80 T23959873 N06 5/14/21 81 T23959874 N07 5/14/21 82 T23959875 N08 5/14/21 83 T23959876 N09 5/14/21 84 T23959877 N10 5/14/21 85 T23959878 N11 5/14/21 86 T23959879 N12 5/14/21 87 T23959880 N13 5/14/21 88 T23959881 N15 5/14/21 89 T23959882 N15A 5/14/21 90 T23959883 N16 5/14/21 91 T23959884 P01 5/14/21 92 T23959885 P02 5/14/21 93 T23959886 P03 5/14/21 94 T23959887 PO4 5/14/21 95 T23959888 P05 5/14/21 96 T23959889 P06 5/14/21 97 T23959890 P07 5/14/21 98 T23959891 PB01 5/14/21 99 T23959892 PB02 5/14/21 100 T23959893 V02 5/14/21 101 T23959894 V05 5/14/21 2 of 2 Job Truss Truss Type Qty Ply SYNERGY HOMES-Winston-Budnik Res T23959794 2765385-SYNERGY-8401 A01 Piggyback Base 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:18:53 2021 Page 1 I D:q I I8wLVNi6YkTT7fiBJ8hFyw6EN-IgwxbfGpArhrvc3CKDJ8pnMuByhY7?SffjXAggzGwuG 1-0-p 7-7-10 15-3-3 , 22-10-13 28-5-12 33-11-0 38-11-3 , 46-0-0 1-0- 7-7-10 7-7-10 7-7-10 5-7-0 5-5-4 5-0-3 7-0-13 Scale=1:80.7 3x8= 5x6= 5x6= 4x6= 3x6= 5.00 12 6 22 23 4 8 925 10 26 5x6 3x10 1 1 3x6� 21 5 CT 2x4 \\ 4 0 0 3 20 1 2 5x6— 19 27 18 17 28 16 29 15 30 14 31 13 32 12 3x6= 3x6= 5x8= 4x6 6x8= 4x8= 3x6 11 2x4 11 8-5-12 15-3-3 22-10-13 33-11-0 38-11-3 46-0-0 8-5-12 6-9-7 7-7-10 11-0-3 5-0-3 7%-13 Plate Offsets(X,Y)-- [6:0-3-0,0-2-4],[9:0-3-8,0-1-8],[10:0-3-12,0-2-8],[14:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.48 14-16 >835 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.75 14-16 >536 180 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(CT) 0.06 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:298 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 4-6:2x4 SP No.1 2-0-0 oc purlins(6-0-0 max.):6-10. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-5-14 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 5-19,5-16,6-16,7-16,9-14,9-13,10-13, 7-16,7-14:2x4 SP No.2 11-13 2 Rows at 1/3 pts 7-14 REACTIONS. (size) 2=0-8-0,14=0-6-0,12=0-6-0 Max Horz 2=533(LC 12) Max Uplift 2=-833(LC 12),14=-1872(LC 12),12=-429(LC 17) Max Grav 2=1727(LC 17),14=3812(LC 17),12=223(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3096/1463,3-5=-2994/1568,5-6=-889/595,6-7=-759/663,7-9=-398/1156, 9-10=-63/564,10-11=-1 68/655,11-12=-153/584 BOT CHORD 2-19=-1731/2988,17-19=-1152/1985,16-17=-1152/1985,13-14=-1101/657 WEBS 3-19=-529/533,5-19=-665/1201,5-17=0/334,5-16=-1524/970,7-16=-869/1768, 7-14=-2152/1313,9-14=-1520/1178,9-13=-850/1321,10-13=-555/546,11-13=-721/408 NOTES- 111111111/// 1)Unbalanced roof live loads have been considered for this design. IN V 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. `%� F�� 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 22-10-13,Exterior(2R) `�� J ,•• G•E•N S'*•• 22-10-13 to 31-4-10,Interior(1)31-4-10 to 38-11-3,Exterior(2E)38-11-3 to 45-10-4 zone;cantilever left and right exposed;C-C for ` F '• members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 N 0 68182 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. *: •: 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 17 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 O••, S T OF will fit between the bottom chord and any other members,with BCDL=I O.Opsf. 441 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Q P.'•��`� 2=833,14=1872,12=429. �i� O R�•, %� 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��//11111111/1` Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959795 2765385-SYNERGY-8401 A02 ROOF TRUSS 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:18:56 2021 Page 1 I D:ql I8wLVNi6YkTT7fiBJ8hFyw6EN-9Pb3Ehl iTm3Pm3nn?MsrRP_VH9nkKPt5MhlgQ?zGwuD 1-5-3 2-10-0 31-8-0 36-10-0 46-0-0 p-0-0 1-$11 8-10-0 15-0-0 19-11-1 25-0-0 29-4-2 29-5-14 33-11-0 i35-10 4i 40-0-0 40 11-p044-1-12 p5-8-8 t 0L0-5-8 6-0-0 6-2-0 4 1-1 5-0-15 4-4-2 0-1-12 2-3-0 1_ _4 3-2-0 0-11-0 3-2-2 1-6-12 1-5-3 1-1-5 2-2-2 0-11-12 0-3-8 Scale=1:91.4 6x8= 7x8= 44= 5x6= 6x8= 5.00 L12 9 10 3637 11 12 13 4x4 3x6 14 3x10 8 44 153x4 II 4x6 16 7 34 35 6x8 i 6 4x6= 2x4 I I o 5 4x6 11 d 0 2x4 11 0 4 n 4 8-0-0 co 1 2 3 ao 30 0 32 31 29 28 27 26 25 24 38 23 2 2019 40 41 18 17 0 5x6- 2x4 4x6= 3x6= 4x6=4x8= 4x4= 21 3x6= 6x8 11 44= 3x6= 5x8� 7x10=6x8= 3x10 11 5x6= 5x6= 6x8= 2-10-0 36-10-0 46-0-0 11-5-3 8-10-0 15-0-0 17-0-0 19-11-1 25-0-0 29-4-2 31-8-0 33-110 35-10-4 44-1-12 44r1q-0 �1-5-3 6-0-0 6-2-0 2-0-0 2-11-1 5-0-15 4-4-2 2-3-14 2-3-0 1-11-4 1-4-13 0-11-12 1-2-0 Plate Offsets(X,Y)-- [6:0-3-0,Edge],[9:0-4-0,0-3-13],[12:0-4-0,0-4-0],[13:0-4-0,0-2-2],[19:0-3-8,0-4-8],[20:0-4-8,0-0-0],[22:0-8-4,0-3-8],[30:0-3-0,0-3-0],[30:0-3-8,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.43 29-30 >941 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.54 29-30 >750 180 BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(CT) 0.18 17 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Attic -0.08 18-19 1280 360 Weight:432 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP M 26*Except* TOP CHORD Structural wood sheathing directly applied or 2-5-15 oc purlins, 13-16:2x4 SP No.2,1-6:2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP M 26*Except* BOT CHORD Rigid ceiling directly applied or 4-2-12 oc bracing. Except: 2-31,3-27,25-27:2x4 SP M 31,3-32:2x6 SP No.2,30-31:2x4 SP No.2 1 Row at midpt 11-22 WEBS 2x4 SP No.2*Except* 5-2-0 oc bracing:20-22 16-17,4-30,30-32,5-30:2x4 SP No.3 WEBS 1 Row at midpt 5-28,7-26,8-24,12-22,10-23,11-23, 10-24,15-17,5-30 JOINTS 1 Brace at Jt(s):33,35 REACTIONS. (size) 2=0-8-0,17=0-6-0,20=0-6-0 Max Horz 2=533(LC 12) Max Uplift 2=-971(LC 12),17=-8(LC 12),20=-1075(LC 12) Max Grav 2=2014(LC 18),17=1196(LC 19),20=3173(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 9-10=-1257/1091,10-1 1=-6941725,12-13=-422/241,13-14=-473/172,14-15=-905/473, 2-3=-2841/1591,3-4=-6600/4104,4-5=-6640/4372,5-7=-3065/1928,7-8=-2214/1507, 8-9=-1407/1096 BOT CHORD 2-32=-1877/2611,31-32=-435/550,3-30=-2394/3623,29-30=-2834/4238, 28-29=-2834/4238,26-28=-1925/2958,24-26=-1336/2147,23-24=-387/734,19-20=-817/0, ,%J11111111111 18-19=0/308, WEBS 5 29-27/354,5 2 88 0-14 3 9/1 02 2,7-2858388/818119-33=0 938112 33=0/758467/1062 ``,,OPav N 34-35=-396/487,15-35=-398/489,15-18=0/970,7-26=-1239/896,8-26=-623/1109, �� , ,•• Ci•E•N S'' �ji 8-24=-1497/1072,12-22=-1347/289,19-22=0/1114,10-23=-1488/1141,11-23=-1210/1822, •• �. F�'• 10-24=-875/1420,14-34=-506/469,15-17=-1353/0,4-30=-148/356,30-32=-1697/2450, 5-30=-1803/2397 No 68182 NOTES- - 1)Unbalanced roof live loads have been considered for this design. 'p 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=6ft;Cat. S F .• 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-0-11 to 4-11-5,Exterior(2E)4-11-5 to 45-10-4 zone; Q44/ cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i . 0 R k�, 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �I ss � !\ �� to the use of this truss component. �� /O N A;; 4)400.01b AC unit load placed on the bottom chord,40-0-0 from left end,supported at two points,2-0-0 apart. 5)Provide adequate drainage to prevent water ponding. Joaquin Velez PE No.68182 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA,Inc.FL Cert 6634 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 6904 Parke East Blvd.Tampa FL 33610 will fit between the bottom chord and any other members,with BCDL=10.Opsf. Date: 8)Ceiling dead load(5.0 psf)on member(s).33-34,34-35,15-35 May 14,2021 avit*okM &B load 40.0 s and additional bottom chord dead load 5.0 s applied only to room.18-19 006 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 ANSI7TPI1 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 SYNERGY HOMES-Winston-Budnik Res T23959795 2765385-SYNERGY-8401 A02 ROOF TRUSS 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:18:56 2021 Page 2 I D:q I I8wLVNi6YkTT7fiBJ8hFyw6EN-9Pb3Ehl iTm3Pm3nn?MsrRP_VH9nkKPt5MhlgQ?zGwuD NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17 except(jt=lb)2=971,20=1075. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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 SYNERGY HOMES-Winston-Budnik Res T23959796 2765385-SYNERGY-8401 A03 HIP 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:18:58 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-5njgfN Ky?NJ7?NxA6nuJ Wg3s1 zSOoG80p?ExVuzGwuB 1-5-3 2-10-0 46-0-0 - --- 2-00 28--42 31-8-0 13311-0$5-104 238-110 !111-2 68-8i -000%0 85 -0 57000-0 8-0-0 54-2 3-3-142-3-01-11-4 1 4- 112 -12 1-5-3 1-1-5 0-3-8 3x6= Scale=1:93.7 5x6 5.00 12 3x6= 4x6= 5x8= 8 9 31 32 10 11 12 3x6 4x6 3x6 13 14 4x6 7 30 4x6 11 w 6x8 6 2x4 � 5 ov o 2x4 11 co 4 4 B-0-0 ao 26 ILJ I- 0 '3 28 27 25 24 23 22 33 21 34'9 20 1817 35 36 16 15 0 5x6- 2x4 11 3x6= 4x6= 4x8= 7x8= 3x6= 5x8 11 3x4 11 4x8 11 5x6= 6x8= 7x8= 5x8 8x10= 5x6= 6x8= 2-10-0 46-0-0 11-5-3 8-0-0 15-0-0 17-0-0 23-0-0 28-4-2 31-8-0 33-11-0 35-10-4 38-10-0 44-1-12 44r1Q-0 1-5-3 5-2-0 7-0-0 2-0-0 6-0-0 5-4-2 3-3-14 2-3-0 1-11-4 2-11-12 5-3-12 8 1-4-13 1-2-0 Plate Offsets(X,Y)-- [2:0-0-0,0-1-10],[2:0-1-11,Edge],[6:0-3-0,Edge],[8:0-3-5,0-2-10],[12:0-5-12,0-2-8],[16:0-3-8,0-4-12],[17:0-3-8,0-4-8],[18:0-4-8,0-0-8],[20:0-8-4,0-5-8], [21:0-4-0,0-4-8],[26:0-3-0,0-3-0],[26:0-3-8,0-0-8] 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 0.49 Vert(LL) 0.38 25-26 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.46 25-26 >868 180 BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(CT) 0.17 15 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Attic -0.08 16-17 1227 360 Weight:379 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, 12-14:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP M 26*Except* BOT CHORD Rigid ceiling directly applied or 4-1-13 oc bracing. Except: 2-27,3-23:2x4 SP M 31,3-28:2x6 SP No.2,26-27:2x4 SP No.2 1 Row at midpt 10-20 WEBS 2x4 SP No.3*Except* 5-4-0 oc bracing:18-20 13-29,13-16,4-26:2x4 SP No.2 WEBS 1 Row at midpt 9-22,9-21,10-21,14-15,11-20,5-24,7-22 WEDGE JOINTS 1 Brace at Jt(s):29,30 Left:2x4 SP No.3 REACTIONS. (size) 2=0-8-0,15=0-6-0,18=0-6-0 Max Horz 2=533(LC 12) Max Uplift 2=-984(LC 12),15=-43(LC 12),18=-1026(LC 12) Max Grav 2=2022(LC 18),15=1226(LC 19),18=3056(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 8-9=-1597/1293,9-10=-948/878,11-12=-511/184,12-13=-715/323,13-14=-339/0, 14-15=-1477/0,2-3=-2861/1621,3-4=-6542/4163,4-5=-6499/4318,5-7=-3115/1979, 7-8=-1799/1265 % 111I111/11 BOT CHORD 2-28=-1905/2599,27-28=-424/556,3-26=-2395/3534,25-26=-3016/4413, �` QU I N VF 24-25=-3016/4413,22-24=-1996/2979,21-22=-608/1004,17-18=-799/0,16-17=0/327, `� OP ,,..•,, �� 18-20=-3465/1349,10-20=-1822/1355,3-28=-1464/1090 `�� J '• c' �� WEBS 5-25=-27/353,7-24=-300/787,9-22=-798/1247,9-21=-1378/1121,10-21=-1 G E N 3 246/1854, ` F�'• 17-29=0/939,11-29=0/961,13-16=-520/533,12-29=-208/253,14-16=0/1379, : N 0 68182 11-20=-1138/50,17-20=0/1149,26-28=-1741/2431,5-24=-1550/1099,5-26=-1579/2049, 8-22=0/258,7-22=-1626/1199 = *: •: NOTES- p 1)Unbalanced roof live loads have been considered for this design. O•', S T O F 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=6ft;Cat. 441 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-0-11 to 4-11-5,Exterior(2E)4-11-5 to 45-10-4 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip �i� R `� DOL=1.60 S&/ •• �\ `�� 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. 4)400.01b AC unit load placed on the bottom chord,40-0-0 from left end,supported at two points,2-0-0 apart. Joaquin Velez PE No.68182 5)Provide adequate drainage to prevent water ponding. MiTek USA,Inc.FL Cert 6634 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd.Tampa FL 33610 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 Date: will fit between the bottom chord and any other members,with BCDL=10.Opsf. May 14,2021 rfdlG die tl 5.0 s on members.29-30,13-30 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 ANSI7TPI1 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 SYNERGY HOMES-Winston-Budnik Res T23959796 2765385-SYNERGY-8401 A03 HIP 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:18:58 2021 Page 2 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-5njgfN Ky?NJ7?NxA6nuJ Wg3sl zS0oG80p?ExVuzGwuB NOTES- 9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.16-17 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15 except(jt=lb)2=984,18=1026. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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 SYNERGY HOMES-Winston-Budnik Res T23959797 2765385-SYNERGY-8401 A04 ROOF TRUSS 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:00 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-1 Ara33LCX_ZrEh5YEBxncF86hn6oGDxhGJj2ZmzGwu9 1-5-3 46-0-0 �1-0-0 R-10-2 7-0-0 15-0-0 21-0-0 27-5-14 31-8-0 3111-0 i35-10-4 40-0-0 40-10r0 44-1-12 i45-8-Si 00 1-5-3 1-4-13 4-2-0 8-0-0 6-0-0 6-5-14 4-2-2 2-3-0 1-11-4 4-1-12 0-10- 3-3-112 1 0-3-8 Scale=1:82.2 5.00112 5x6= 5x12= 5x8= 8 9 31 32 10 11 12 4x6 134x6 5x6 WB 14 7 30 6 4x6 11 ao a. 5 N rn t0 O n 4 8-0-0 1 2 3 of 6 I� 5x6=27 28 25 24 23 22 33 21 34 20 18 17 35 36 16 15 0 4x6= 4x6= 4x6= 4x8= 7x8= 19 4x8 11 6x8= 6x8 I I 3x4 5.11 1�x8 7x10=6x8= 7x8= 5x8= 46-0-0 11-5-3 R-10-0 7-0-0 15-0-0 17-0-0 21-0-0 27-5-14 31-8-0 33-11-0 35-10-4 40-10-0 44-1-12 44i-10r0 1-5-3 1-4-13 4-2-0 8-0-0 2-0-0 4-0-0 6-5-14 4-2-2 2-3-0 1-11d 4-11-12 3-3-12 -8 1-2-0 Plate Offsets(X,Y)-- [2:0-0-0,0-1-10],[2:0-1-11,Edge],[6:0-3-0,Edge],[8:0-4-4,0-2-12],[10:0-3-12,0-3-0],[12:0-5-12,0-2-8],[16:0-3-8,0-4-12],[17:0-3-8,0-4-8],[18:0-4-8,0-0-0] [20:0-8-4,0-3-8],[21:0-4-0,0-4-8],[26:0-1-12,0-0-8] 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 0.86 Vert(LL) 0.31 25 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.48 24-25 >841 180 BCLL 0.0 * Rep Stress Incr NO WB 0.72 Horz(CT) 0.16 15 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Attic -0.08 16-17 1246 360 Weight:376 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-10-1 oc purlins, 6-8:2x4 SP No.1,1-6:2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP M 26*Except* BOT CHORD Rigid ceiling directly applied or 3-7-14 oc bracing. Except: 2-28,3-23,26-28:2x4 SP M 31,26-27:2x4 SP No.2 1 Row at midpt 10-20 WEBS 2x4 SP No.3*Except* 5-3-0 oc bracing:18-20 13-29:2x6 SP No.2,14-15,4-26:2x4 SP No.2 WEBS 1 Row at midpt 5-24,7-22,9-22,9-21,10-21,14-15,11-20 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):30 WEDGE Left:2x4 SP No.3 REACTIONS. (size) 2=0-8-0,15=0-6-0,18=0-8-0 Max Horz 2=533(LC 12) Max Uplift 2=-961(LC 12),15=-12(LC 12),18=-1069(LC 12) Max Grav 2=2050(LC 18),15=1141(LC 19),18=3091(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 8-9=-1813/1374,9-1 0=-1 155/938,11-12=-510/55,12-13=-711/389,13-14=-345/0, 14-15=-1417/0,2-3=-2879/1562,3-4=-6765/4259,4-5=-4809/2948,5-7=-3086/1911, ,��1111111//j 7-8=-2015/1395 � Qv l N VF,'♦♦♦ BOT CHORD 2-27=-1850/2569,27-28=-350/505,3-26=-2493/3698,25-26=-4147/5991, `� OP •••.••• �� ♦♦ 24-25=-3187/4650,22-24=-1942/2904,21-22=-745/1196,17-18=-772/0,16-17=0/292, `�� , .•'�G E N 3' �� 18-20=-3493/1392,10-20=-1771/1316,3-27=-1418/1072,26-27=-1776/2490 �. F•'• WEBS 5-25=-162/582,5-24=-1826/1300,7-24=-275/744,7-22=-1433/1037,8-22=-100/364, 9-22=-710/1072,9-21=-1277/1142,10-21=-1374/2000,17-29=0/943,11-29=0/977, NO 68182 29-30=-287/359,13-30=-295/360,13-16=-349/395,12-29=-257/376,4-26=-724/1107, *:• •: 17-20=0/1120,11-20=-1238/159,14-16=0/1237,4-25=-1363/976 - NOTES- O S F 4 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=6ft;Cat. 'T ;C4 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-0-11 to 4-11-5,Exterior(2E)4-11-5 to 45-10-4 zone; ♦ R ♦♦ s •....•• \�� cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ♦ S 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. Joaquin Velez PE No.68182 4)400.01b AC unit load placed on the bottom chord,40-0-0 from left end,supported at two points,2-0-0 apart. MiTek USA,Inc.I'L Cert 6634 5)Provide adequate drainage to prevent water ponding. 6904 Parke East Blvd.Tampa FL 33610 6)All plates are 3x6 MT20 unless otherwise indicated. Date: 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. May 14,2021 Continued on a e 2 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 ANSI7TPI1 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 SYNERGY HOMES-Winston-Budnik Res T23959797 2765385-SYNERGY-8401 A04 ROOF TRUSS 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:00 2021 Page 2 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-1 Ara33LCX_ZrEh5YEBxncF86hn6oGDxhGJj2ZmzGwu9 NOTES- 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,with BCDL=I O.Opsf. 9)Ceiling dead load(5.0 psf)on member(s).29-30,13-30 10)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.16-17 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15 except(jt=lb)2=961,18=1069. 12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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 SYNERGY HOMES-Winston-Budnik Res T23959798 2765385-SYNERGY-8401 A05 ROOF TRUSS 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:02 2021 Page 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-_ZzLUkNS3cpZU_FxLczFhgERzaoSk5D kdC9efzGwu7 45-6-8 �1-0-0 2-10-0 7-0-0 12010 19-0-0 26-5-14 31-8-0 33-11-0 i35-10-4 40-0-0 42-10-0 44-1-12 48-QO -0- 2-10-0 4-2-0 5-0-0 7-0-0 7-5-14 5-2-2 2-3-0 1-11-4 4-1-12 2-10-0 -3-1 1-4-12 Scale=1:82.9 2x4 53J0 112 5x6 3x4 11 5x8= 4x8 8 9 33 10 11 12 13 14 15 3231 7 4x6= x6 11 6 m 5 o a ro o r; 4 8-0-0 m1 2 3 0 7 IT 0 28029 4 66= 25 5x624 23 34 22 7x8= 35 40 19 18 36 37 17 16 0 5x6= 5x8 3x8 11 3x4 11 5x8 4x4= 5.11 12 6x8= 6x8= 6x8= 7x10= 2-10-0 44-10-0 2-7-14 11 7-0-0 12-0-0 17-0-0 19-0-0 26-5-14 31-8-0 33-11-0 35-10-4 42-10-0 44-1-1 2-7-14 0--2 4-2-0 5-0-0 5-0-0 2-0-0 7-5-14 5-2-2 2-3-0 1-11-4 6-11-12 -3-1 0-8 4 Plate Offsets(X,Y)-- [8:0-3-8,0-2-12],[13:0-5-12,0-2-8],[17:0-4-0,0-4-4],[18:0-3-8,0-3-12],[19:0-4-8,0-1-8],[21:0-2-12,0-3-8],[22:0-4-0,0-4-8],[27:0-1-12,0-0-8] 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 0.94 Vert(LL) 0.29 25-26 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.37 25-26 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.87 Horz(CT) 0.16 16 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:364 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, 6-8,1-6:2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP M 31*Except* BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. Except: 16-20,21-22,22-24:2x6 SP M 26,11-19,3-28:2x6 SP No.2 4-0-0 oc bracing:19-21 27-28:2x4 SP No.2 WEBS 1 Row at midpt 7-23,8-22,12-21 WEBS 2x4 SP No.3*Except* 2 Rows at 1/3 pts 9-21 12-18,30-31,14-17,4-27:2x4 SP No.2,15-16:2x6 SP No.2 JOINTS 1 Brace at Jt(s):32 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,16=0-6-0,19=0-6-0 Max Horz 2=535(LC 12) Max Uplift 2=-954(LC 12),16=-39(LC 12),19=-1144(LC 12) Max Grav 2=2041(LC 17),16=828(LC 18),19=2875(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 8-9=-1412/1046,12-13=-384/0,13-14=-580/452,14-15=-262/0,15-16=-1033/0, 2-3=-2882/1550,3-4=-6797/4252,4-5=-4663/2850,5-7=-3549/2204,7-8=-2367/1527 BOT CHORD 2-28=-1833/2521,28-29=-363/486,3-27=-2555/3789,26-27=-4213/6021, 25-26=-3065/4454,23-25=-2292/3353,22-23=-1400/2138,21-22=-933/1435, 11111111111111 9-21 /1026, WEBS 5 269-247/56415-25=-1223/8586 67 25=-280 679,7 23 71417/049,83 2=-983/653, �OPQv I N 9-22=-382/1022,9-21=-2151/1482,18-30=0/681,12-30=0/728,30-32=-418/399, `�� , ,••�G�E•N S;' �� 17-31=-202/333,14-31=-192/320,13-30=-271/515,15-17=0/818,14-32=-448/402, •• �. F�'• 4-27=-627/1079,4-26=-1593/1166,18-21=0/764,12-21=-1124/329,8-23=-496/1083 No 68182 NOTES- 1)Unbalanced roof live loads have been considered for this design. - 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=6ft;Cat. "O 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-0-11 to 4-11-5,Exterior(2E)4-11-5 to 45-9-4 zone;cantilever S T 0 F left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 'O 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� Tt��• 'C Q;.' to the use of this truss component. �i��` OR k 4)400.01b AC unit load placed on the bottom chord,40-0-0 from left end,supported at two points,2-0-0 apart. 5)Provide adequate drainage to prevent water ponding. I��0 N A; 6)All plates are 3x6 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Joaquin Velez PE No.68182 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 MiTek USA,Inc.FL Cert 6634 will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6904 Parke East Blvd.Tampa FL 33610 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16 except(jt=lb) Date: 2=954,19=1144. May 14,2021 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 ANSI7TPI1 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 SYNERGY HOMES-Winston-Budnik Res T23959799 2765385-SYNERGY-8401 A06 HIP 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:04 2021 Page 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-wx45vQOjaD3HjlPJT1?jm5JoTOSVC eHBxhFjYzGwu5 1-5-3 2-10-0 46-0-0 �1-0-0 i2-8-0n 7-0-0 12-0-0 17-0-0 25-0-2 31-8-0 133-11-0 i35-10-4 40-0-0 44-9-0 44-10-0 -0h 1 4-2-0 5-0-0 5-0-0 8-4-2 6-3-14 2-3-0 1-11-4 4-1-12 4-9-0 0-2-0 1-2-0 Scale=1:82.2 5.00112 4x12= 3x4 11 5x6 4x4 5x8= 7 8 28 9 10 11 12 13 6 5x6 Oi 5 < o ro � q n n 4 8-7-4 W 1 2 3 5 I7 24 22 o o o 26 27 4xxG= 23 = 21 29 8— 30 19 17 16 31 32 15 14 5x6= 5x8 4x6 6 18 5x8= 5x6= 5x 5.11 12 6x8 3x10 11 6x8= 3x10 46-0-0 45-0-0 2-8-0 2-}p-0 7-0-0 12-0-0 17-0-0 25-4-2 31-5-0 33-11-0 35-10-4 1 44-9-0 44-}0-o 2-8-0 0--0 4-2-0 5-0-0 5-0-0 8-4-2 6-3-14 2-3-0 1-11-0 8-10-12 0-1-10 0-2-0 1-0-0 Plate Offsets(X,Y)-- [5:0-3-0,0-3-0],[7:0-3-8,0-2-12],[12:0-5-4,0-2-0],[17:04-0,04-0],[20:04-0,0-3-4],[25:0-1-12,0-0-8] 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 0.88 Vert(LL) 0.29 23 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.42 20-21 >957 180 BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(CT) 0.18 15 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Attic -0.09 15-16 1144 360 Weight:322 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-11-3 oc purlins, 7-9:2x4 SP No.1,5-7,1-5:2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. Except: 2-27,3-22:2x4 SP M 31,14-18:2x6 SP M 26 5-5-0 oc bracing:17-19 10-17,3-26:2x6 SP No.2,25-27,25-26:2x4 SP No.2 WEBS 1 Row at midpt 7-20,11-17 WEBS 2x4 SP No.3*Except* 2 Rows at 1/3 pts 8-19 7-20,8-19:2x4 SP No.2 REACTIONS. (size) 2=0-8-0,17=0-6-0,15=0-6-0 Max Horz 2=533(LC 12) Max Uplift 2=-964(LC 12),17=-1055(LC 12),15=-44(LC 9) Max Grav 2=1996(LC 18),17=3123(LC 18),15=983(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 7-8=-1620/1255,8-10=49/306,10-11=-84/331,2-3=-2816/1562,34=-6580/4280, 4-5=4523/2873,5-6=-3387/2206,6-7=-2546/1745 BOT CHORD 2-26=-1842/2417,26-27=-315/408,3-25=-2567/3644,24-25=-4228/5784, 23-24=-3078/4253,21-23=-2274/3135,20-21=-1646/2286,19-20=-1215/1610, 17-19=-1845/1271,10-19=-260/306,3-26=-1333/1050,25-26=-1788/2398 11111111111111 39, WEBS 8-19=2428/1642,11-16=0/1221,12 14 3 / 4 819/0 11 17=1 8 /1 05/ 5 189,4 =6421038,549, QVIN VF��♦I♦♦ 4-24=-1535/1161,12-15=-52/963,7-21=-507/1061,8-20=-241/912 `�� , •.•�G•E•N S• ♦� NOTES- 1)Unbalanced roof live loads have been considered for this design. No 68182 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=6ft;Cat. *:• ,: 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-0-11 to 4-11-5,Exterior(2E)4-11-5 to 45-10-4 zone; - cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip 'p DOL=1.60 3 ST 110 F .'44J 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. 4)400.01b AC unit load placed on the bottom chord,40-0-0 from left end,supported at two points,2-0-0 apart. �i `` 4 OR kV . �� 5)Provide adequate drainage to prevent water ponding. ♦ S 6)All plates are 3x6 MT20 unless otherwise indicated. ♦♦I��0 N A;;�� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Joaquin Velez PE No.68182 will fit between the bottom chord and any other members,with BCDL=10.Opsf. MiTek USA,Inc.FL Cert 6634 9)Ceiling dead load(5.0 psf)on member(s).11-12 6904 Parke East Blvd.Tampa FL 33610 10)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.15-16 Date: 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15 except(jt=lb) May 14,2021 Cont rl 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 SYNERGY HOMES-Winston-Budnik Res T23959799 2765385-SYNERGY-8401 A06 HIP 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:05 2021 Page 2 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-08eT7mPLLXC8LSzW l l WyJJszDonkxRuQQbRpF_zGwu4 NOTES- 12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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 SYNERGY HOMES-Winston-Budnik Res T23959800 2765385-SYNERGY-8401 A07 ROOF TRUSS 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:06 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-sKCrK6Qz6gK?ycYiaS2BrWO7cB7TgwkafFAMnQzGwu3 7-8-2 15-0-0 , 21-4-13 27-7-15 33-11-0 35-10 4, 44-1-12 45-0 0 7-8-2 7-3-14 6-4-13 6-3-1 6-3-1 1-11-4 8-3-8 0-10-4 Scale=1:76.4 5.00 12 5x6= 6x8= 3x4= 3x4= 3x6= 4x6=4x12= 3x6— 4x6= 4 5 22 6 7 8 9 23 3x6= 3x6= 1011 3x6 3x4� 3 212 20 /V, 0 1 8-0-0 w 0 4x6= 19 18 24 17 25 16 15 26 14 13 27 28 12 29 2x4 11 5x8= 3x4= 4x8 5x6=3x8 4x12= 4x6= 7-8-2 15-0-0 21-4-13 27-7-15 33-11-0 ,M-10-4 44-1-12 4,5-0�0 7-8-2 7-3-14 6-4-13 6-3-1 6-3-1 1-11-4 8-3-8 0-104 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[4:0-3-0,0-2-4],[10:0-3-8,0-3-0],[12:0-4-0,0-2-0],[14:0-3-0,0-3-8],[18:0-2-12,0-3-4] 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 0.84 Vert(LL) 0.24 1-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.34 1-19 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.77 Horz(CT) 0.09 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:297 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-4:2x4 SP No.1,1-3:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-9-3 oc bracing. BOT CHORD 2x4 SP No.1*Except* WEBS 1 Row at midpt 2-18,8-14,9-14,8-16,6-16,6-17 12-15:2x6 SP M 26,15-18:2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical,14=0-6-0,12=0-6-0 Max Horz 1=471(LC 12) Max Uplift 1=-862(LC 12),14=-1118(LC 12),12=-174(LC 9) Max Grav 1=1806(LC 17),14=3033(LC 17),12=706(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3669/2076,2-4=-2527/1583,4-5=-2272/1548,5-6=-2006/1449,6-8=-1101/901, 8-9=0/416,11-12=-289/228 BOT CHORD 1-19=-2309/3403,18-19=-2309/3403,17-18=-1449/2006,16-17=-901/1101,14-16=-416/0 WEBS 2-19=0/330,2-18=-1245/852,4-18=-157/489,8-14=-1745/1091,9-14=-1598/105, 9-13=0/1149,10-12=-560/668,8-16=-1267/2172,5-18=-225/376,6-16=-1323/986, 5-17=-662/622,6-17=-785/1297 NOTES- �%% QU N• 'VF,,�I/ 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. `� OP • . 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-12 to 6-0-12,Interior(1)6-0-12 to 15-0-0,Exterior(2R) `�� , •\GEN s* 15-0-0 to 23-5-13,Interior(1)23-5-13 to 44-10-4 zone;cantilever 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 No 68182 to the use of this truss component. *:• 3)400.01b AC unit load placed on the bottom chord,40-0-0 from left end,supported at two points,2-0-0 apart. - 4)Provide adequate drainage to prevent water ponding. '>J 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O•,� S O F 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 � will fit between the bottom chord and any other members,with BCDL=I O.Opsf. ��T( A O �� 7)Refer to girder(s)for truss to truss connections. ice`` G R k , • G ,,` 8)Provide t mechanical eh n cal connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 'e;'9/O N,1 '0% 862 LOAD CASE(S) Standard Joaquin Velez PE No.68182 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-4=-70,4-11=-70,1-13=-20,13-29=-50,12-29=-20 Date: May 14,2021 Continued on a e 2 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 SYNERGY HOMES-Winston-Budnik Res T23959800 2765385-SYNERGY-8401 A07 ROOF TRUSS 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:06 2021 Page 2 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-sKCrK6Qz6gK?ycYiaS2BrWO7cB7TgwkafFAMnQzGwu3 LOAD CASE(S) Standard Concentrated Loads(lb) Vert:27=-200 28=-200 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 SYNERGY HOMES-Winston-Budnik Res T23959801 2765385-SYNERGY-8401 A08 Half Hip 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:07 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-KW mEYSRbt8Ssam7u8AZQOkxl WbS8PLDjtvwwJszGwu2 6-8-2 13-0-0 21 4-9 29-7-5 38-0-0 45-0-0 6-8-2 6-3-14 8 4-9 8-2-13 8-4-11 7-0-0 Scale=1:76.6 4x6= 6x8= 4x4= 4x8= 4x8= 2x4 5.00 12 3 18 4 5 619 7 20 8 3x4 172 16 21 ro 0 4x6— 15 14 21 13 22 12 11 23 10 9 2x4 11 5x6= 3x4= 4x6= 4x4= 10x14= 6x8= 6-8-2 13-0-0 21-4-9 29-7-5 38-0-0 45-0-0 6-8-2 6-3-14 8-4-9 8-2-13 8-4-11 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[3:0-1-12,0-3-12],[10:0-4-12,Edge],[14:0-3-0,0-3-4] 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 0.89 Vert(LL) 0.28 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.50 13-14 >910 180 BCLL 0.0 * Rep Stress Incr YES WB 0.95 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:277 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-3:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 1-14:2x4 SP No.1 WEBS 1 Row at midpt 7-9,3-13,4-11 WEBS 2x4 SP No.3*Except* 2 Rows at 1/3 pts 6-10 7-10:2x8 SP 240OF 2.0E,6-10,3-13,4-11:2x4 SP No.1 REACTIONS. (size) 1=Mechanical,9=0-6-0,10=0-4-0 (req.0-4-13) Max Horz 1=404(LC 12) Max Uplift 1=-840(LC 12),9=-1176(LC 17),10=-2173(LC 12) Max Grav 1=1824(LC 17),9=618(LC 12),10=4062(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3776/2073,2-3=-2849/1657,3-4=-2456/1538,4-6=-998/564,6-7=-1075/1772 BOT CHORD 1-15=-2228/3485,14-15=-2228/3485,13-14=-1611/2606,11-13=-1536/2455, 10-11=-564/998,9-10=-1772/1075 WEBS 2-15=0/272,2-14=-985/717,3-14=-219/698,7-10=-1981/1464,7-9=-1378/2286, 6-10=-3301/1960,6-11=-559/1323,4-13=-9/425,4-11=-1764/1169 ``I111111111/I, TS- 1)U Ebalanced roof live loads have been considered for this design. ``��OP QU I N, I/F� 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. `�� 'S..•'*G E N S 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-12 to 6-0-12,Interior(1)6-0-12 to 13-0-0,Exterior(2R) ` F 13-0-0 to 21-4-9,Interior(1)21-4-9 to 44-10-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 68182 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. - — 4)Provide adequate drainage to prevent water ponding. p 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O••,• S T OF 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 will fit between the bottom chord and any other members,with BCDL=10.Opsf. T O P.'.�� 7)WARNING:Required bearing size at joint(s)10 greater than input bearing size. �i� O R �•, •\C� `% 8)Refer to girder(s)for truss to truss connections. 9)Bearing atjoint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Joaquin Velez PE No.68182 1=840,9=1176,10=2173. MiTek USA,Inc.FL Cert 6634 11)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward 6904 Parke East Blvd.Tampa FL 33610 movement at the bearings.Building designer must provide for uplift reactions indicated. Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959802 2765385-SYNERGY-8401 A09 Half Hip 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:08 2021 Page 1 I D:q II8wLVNi6YkTT7fiBJ8hFyw6EN-ojKcloRDeSaiCvi5it4fwxU Uo?pA8pQt6ZfTsJzGwu 1 5-8-2 11-0-0 17-10-1 24-6-6 31-2-11 38-0-0 45-0-0 5-8-2 5-3-14 6-10-1 6-8-5 6-8-5 6-9-5 Scale=1:76.5 5x6= 5x6= 3x4= 5x6= 5x6= 4x6= 5.00 F12 3 18 4 19 5 20 6 7 21 8 3x4 217 CT Z 16 -1 ZZ ao 0 4x6= 15 14 13 12 11 10 9 2x4 II 5x8= 3x4= 5x8= 5x6= 7x10= 3x6 11 5-8-2 11-0-0 17-10-1 24-6-6 31-2-11 38-0-0 45-0-0 5-8-2 5-3-14 6-10-1 6-8-5 6-8-5 6-9-5 7-0-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[3:0-3-0,0-2-4],[4:0-3-0,0-3-4],[6:0-3-0,0-3-0],[10:0-2-8,Edge],[12:0-3-4,0-3-4],[14:0-2-12,0-3-0] 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 0.79 Vert(LL) 0.35 13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.44 13-14 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.82 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:252 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, 6-8:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-8-6 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 8-10,7-11,6-12 8-9,7-10:2x6 SP No.2,7-11,4-14,6-12,5-13:2x4 SP No.2 REACTIONS. (size) 1=Mechanical,9=0-6-0,10=0-4-0 (req.0-4-4) Max Horz 1=349(LC 12) Max Uplift 1=-844(LC 12),9=-1043(LC 1),10=-2197(LC 12) Max Grav 1=1511(LC 17),9=651(LC 12),10=3600(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3160/2138,2-3=-2552/1807,3-4=-2284/1736,4-5=-2564/1884,5-6=-1955/1352, 6-7=-483/280,7-8=-1300/1833,8-9=-732/1106 BOT CHORD 1-15=-2233/2910,14-15=-2233/2910,13-14=-1898/2573,12-13=-1346/1949, 11-12=-316/528,10-11=-1833/1300 WEBS 2-14=-703/601,3-14=-288/579,7-10=-2156/1609,8-10=-2274/1606,7-11=-1929/2828, 4-14=-412/198,6-11=-1485/1182,4-13=-311/453,6-12=-1278/1760,5-13=-659/774, 5-12=-899/812 %, N `,`I11111111/I///I NOTES- QIUI 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. `�� , G•E•N S �� 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-12 to 6-0-12,Interior(1)6-0-12 to 11-0-0,Exterior(2R) �. F�'• 11-0-0 to 19-5-13,Interior(1)19-5-13 to 44-9-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 68182 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)Provide adequate drainage to prevent water ponding. '>J 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O•,• S OF 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. ��T ;C� 6)WARNING:Required bearing size at joint(s)10 greater than input bearing size. i��• O R 7)Refer to girder(s)for truss to truss connections. �I`SS \ % 8)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify '�/,�/O N A' '..'�� capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Joaquin Velez PE No.68182 1=844,9=1043,10=2197. MiTek USA,Inc.FL Cert 6634 10)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward 6904 Parke East Blvd.Tampa FL 33610 movement at the bearings.Building designer must provide for uplift reactions indicated. Date: May 14,2021 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 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 SYNERGY HOMES-Winston-Budnik Res T23959803 2765385-SYNERGY-8401 A10 Half Hip 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:10 2021 Page 1 I D:gll8wLVNi6YkTT7fiBJ8hFyw6EN-15SMAUTUA3gQRDsTpl670MZxhpbncgV9as8awBzGwu? 4-8-2 9-0-0 16-3-1 23-4-6 30-5-10 37-6-15 45-0-0 4-8-2 4-3-14 7-3-1 7-1-5 7-1-5 7-1-5 7-5-1 Scale=1:76.3 5.00 12 5x8= 7x8= 4x4= 7x8= 4x4= 2x4 11 3 19 4 20 5 621 7 22 8 2x4 18 2 1 17 ro 0 4x6— 16 15 14 13 12 11 10 9 4x4= 4x8— 4x4= 4x4= 4x4= 4x4= 6x8= 4x8— 9-0-0 16-3-1 23-4-6 30-5-10 37-6-11 45-0-0 9-0-0 7-3-1 7-1-5 7-1-5 7-1-5 7-5-1 Plate Offsets(X,Y)-- [1:0-1-5,0-1-1],[3:0-1-12,0-2-12],[4:0-4-0,0-4-8],[6:0-2-12,0-4-8],[9:0-4-0,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.40 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.48 13-14 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:599 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, 1-3:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-11 oc bracing. WEBS 2x4 SP No.3*Except* 8-9:2x6 SP No.2 REACTIONS. (size) 1=Mechanical,9=0-6-0 Max Horz 1=276(LC 12) Max Uplift 1=-1184(LC 12),9=-1207(LC 12) Max Grav 1=2012(LC 1),9=2012(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4509/3213,2-3=-4215/2938,3-4=-5603/3952,4-5=-6041/4096,5-6=-5292/3530, 6-7=-3324/2202,8-9=-234/268 BOT CHORD 1-16=-3166/4073,14-16=-2785/3860,13-14=-3977/5632,11-13=-4096/6041, 10-1 1=-3539/5313,9-10=-2202/3324 WEBS 2-16=-363/456,3-16=-103/397,7-9=-3668/2422,3-14=-1315/2050,7-10=-606/1162, 4-14=-825/681,6-10=-2238/1522,4-13=-293/537,6-11=-232/590,5-11=-848/641 ,111111111//j NOTES- Qv I N VF 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �� , t✓•E•N �� Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ••��.� `SF�'• �i 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 No 68182 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. *:• ,: 3)Unbalanced roof live loads have been considered for this design. - 4)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-12 to 6-0-12,Interior(1)6-0-12 to 9-0-0,Exterior(2R) O STftl— Q'0 F 9-0-0 to 17-5-13,Interior(1)17-5-13 to 44-9-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for441 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��T ' ;C4 % 5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ice`` �1 0 R to the use of this truss component. �I Sl) ........ \ �� 6)Provide adequate drainage to prevent water ponding. I�-0 N A; 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Joaquin Velez PE No.68182 will fit between the bottom chord and any other members. MiTek USA,Inc.FL Cert 6634 9)Refer to girder(s)for truss to truss connections. 6904 Parke East Blvd.Tampa FL 33610 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Date: 1=1184,9=1207. May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959804 2765385-SYNERGY-8401 All Half Hip Girder 1 q J Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:16 2021 Page 1 I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-ZFpdQXYFmvaa98JdAZDXFdpwtDhnOOc2yobu7rcGwty 0�4r0 5-10-5 11-4-14 16-11-7 22-6-0 28-0-9 33-7-2 39-1-11 45-0-0 0-'4-0 5-6-5 5-6-9 5-6-9 5-6-9 5-10-5 Scale=1:76.8 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 5xl2= Special 4x6 Special 4x4= 5x8= 4x4 Special 2x4 11 Special 4x4= 5x8= 4x4= Special 4x6= Special 5xl2= 123 24 25 2 26 27 28 3 29 4 3031 5 32 33 34 6 35 36 7 37 8 38 39 9 40 41 10 42 43 44 11 fl 22 45 46 47 21 48 49 50 20 51 19 5218 53 54 55 17 56 57 16 58 15 59 14 60 61 62 13 63 64 65 12 3x8 11 Special 4x8= Special 4x6= 6x8=4x6= Special 4x8 Special Special 4x6= 6x8= 4x6= Special 4x8= Special 3x8 11 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 5-10-5 11 5-4-14 16-11-7 22-6-0 28-0-9 33-7-2 39-1-11 45-0-0 5-10-5 -6-9 5-6-9 5-6-9 5-10-5 Plate Offsets(X,Y)-- [12:0-5-4,0-1-8],[13:0-3-8,0-2-0],[21:0-3-8,0-2-0],[22:0-5-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.74 17 >724 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.85 17 >626 180 BCLL 0.0 * Rep Stress Incr NO WB 1.00 Horz(CT) 0.07 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:1041 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x8 SP 240OF 2.0E except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 11-12,1-22:2x6 SP No.2 REACTIONS. (size) 12=0-6-0,22=Mechanical Max Uplift 12=-2784(LC 8),22=-2731(LC 8) Max Grav 12=4557(LC 25),22=4594(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-7767/4631,2-3=-13162/7851,3-5=-16416/9793,5-6=-17340/10339, 6-7=-17340/10339,7-9=-16402/9785,9-10=-13147/7843,10-11=-7744/4619, 11-12=-4327/2734,1-22=-4303/2702 BOT CHORD 21-22=-163/257,20-21=-4631/7767,18-20=-7851/13162,17-18=-9793/16416, 16-17=-9785/16402,14-16=-7843/13147,13-14=-4619/7744 WEBS 11-13=-4999/8398,1-21=-5006/8414,10-13=-3605/2461,2-21=-3611/2467, 10-14=-3623/6072,2-20=-3618/6063,9-14=-2494/1766,3-20=-2490/1762, 9-16=-2182/3657,3-18=-2182/3657,7-16=-1332/1078,5-18=-1330/1079,7-17=-664/1054, 5-17=-646/1038,6-17=-796/757 NOTES- N• VF<� 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: `�� , (,E N S '• �� Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ` F•'• Bottom chords connected as follows:2x8-2 rows staggered at 0-9-0 oc. N O 68182 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 Z *: •: ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. - — 3)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 17 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ••, STA O F 4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 0441 to the use of this truss component. T•'. _P.'•�� 5)Provide adequate drainage to prevent water ponding. �i� O R \•• ` 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �i;SSA •• •• �\ �� 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. 8)Refer to girder(s)for truss to truss connections. Joaquin Velez PE No.68182 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) MiTek USA,Inc.FL Cert 6634 12=2784,22=2731. 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 Continued on a e 2 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 SYNERGY HOMES-Winston-Budnik Res T23959804 2765385-SYNERGY-8401 All Half Hip Girder 1 q J Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:16 2021 Page 2 I D:gll8wLVNi6YkTT7fiBJ8hFyw6EN-ZFpdQXYFmvaa98JdAZDXFdpwtDhn00c2yobu7rcGwty NOTES- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)253 lb down and 239 lb up at 0-7-4,266 lb down and 251 lb up at 2-7-4,266 lb down and 251 lb up at 4-7-4,266 lb down and 251 lb up at 6-7-4,266 lb down and 251 lb up at 8-7-4,266 lb down and 251 lb up at 10-7-4,266 lb down and 251 lb up at 12-7-4,266 lb down and 251 lb up at 14-7-4,266 lb down and 251 lb up at 16-7-4,266 lb down and 251 lb up at 18-7-4,266 lb down and 251 lb up at 20-7-4,266 lb down and 251 lb up at 22-7-4,266 lb down and 251 lb up at 24-7-4,266 lb down and 251 lb up at 26-7-4,266 lb down and 251 lb up at 28-7-4,266 lb down and 251 lb up at 30-7-4,266 lb down and 251 lb up at 32-7-4,266 lb down and 251 lb up at 34-7-4,266 lb down and 251 lb up at 36-7-4,266 lb down and 251 lb up at 38-7-4,266 lb down and 251 lb up at 40-7-4,and 266 lb down and 251 lb up at 42-7-4,and 239 lb down and 237 lb up at 44-9-4 on top chord,and 95 lb down at 0-7-4,83 lb down at 2-7-4,83 lb down at 4-7-4,83 lb down at 6-7-4,83 lb down at 8-7-4,83 lb down at 10-7-4,83 lb down at 12-7-4,83 lb down at 14-7-4,83 lb down at 16-7-4,83 lb down at 18-7-4,83 lb down at 20-7-4,83 lb down at 22-7-4,83 lb down at 24-7-4,83 lb down at 26-7-4,83 lb down at 28-7-4,83 lb down at 30-7-4, 83 lb down at 32-7-4,83 lb down at 34-7-4,83 lb down at 36-7-4,83 lb down at 38-7-4,and 83 lb down at 40-7-4,and 83 lb down at 42-7-4 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:1-11=-70,12-22=-20 Concentrated Loads(lb) Vert:11=-168(B)17=-58(B)6=-139(B)23=-161(B)24=-139(B)25=-139(B)26=-139(B)27=-139(B)28=-139(B)29=-139(B)30=-139(B)32=-139(B)33=-139(B) 34=-139(B)35=-139(B)36=-139(B)37=-139(B)38=-139(B)39=-139(B)40=-139(B)41=-139(B)42=-139(B)43=-139(B)44=-139(B)45=-64(B)46=-58(B)47=-58(B) 48=-58(B)49=-58(B)50=-58(B)51=-58(B)52=-58(B)53=-58(B)54=-58(B)55=-58(B)56=-58(B)57=-58(B)58=-58(B)59=-58(B)60=-58(B)61=-58(B)62=-58(B) 63=-58(B)64=-58(B)65=-58(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 SYNERGY HOMES-Winston-Budnik Res T23959805 2765385-SYNERGY-8401 B01 Half Hip 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:17 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-2RNOetYtXDiRnlupkGkmorL2Sdwsls7BBSLRfHzGwtu 1-0-Q 5-10-2 114-0 15-6-8 22-3-12 28-11-4 35-6-12 42-4-0 1-0- 5-10-2 5-5-14 4-2-8 6-9-4 6-7-8 6-7-8 6-94 Scale=1:73.2 5.00 12 5x8= 3x4= 5x6= 3x4= 2x4 11 5 6 17 7 8 9 4x6 4 5x6 3 2 �1 0 3x6= 16 15 14 18 13 19 12 20 11 21 10 2x4 I I 6x8= 5x6= 4x4= 5x6= 3x4= 6x8= 5-10-2 11 4-0 15-6-8 22-3-12 28-11 4 35-6-12 42 4-0 5-10-2 5-5-14 4-2-8 6-9-4 6-7-8 6-7-8 6-9-4 Plate Offsets(X,Y)-- [3:0-3-0,0-3-0],[5:0-5-12,0-2-8],[7:0-3-0,0-3-0],[12:0-2-8,0-3-0],[14:0-3-0,0-3-0],[15:0-3-8,0-3-0] 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 0.73 Vert(LL) 0.11 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.20 12-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:258 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-15 oc bracing. WEBS 1 Row at midpt 4-15,8-10,5-13,7-11 REACTIONS. (size) 10=Mechanical,2=0-8-0,15=0-8-0 Max Horz 2=520(LC 12) Max Uplift 10=-786(LC 12),2=-190(LC 12),15=-1404(LC 12) Max Grav 10=1467(LC 17),2=390(LC 17),15=2778(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-267/119,3-4=-657/861,4-5=-587/384,5-6=-1430/1064,6-7=-1636/1180, 7-8=-1200/857 BOT CHORD 2-16=-271/213,15-16=-272/208,14-15=-675/337,13-14=-401/468,12-13=-1064/1430, 11-12=-1184/1635,10-11=-857/1200 WEBS 3-15=-915/678,4-15=-2220/1634,4-14=-1136/1753,5-14=-1084/905,8-1 0=-1 673/1196, 5-13=-929/1353,8-11=-257/743,6-13=-694/720,7-11=-623/467,6-12=-205/293 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=5ft;Cat. ,,�r)1111111/�� 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-0-11 to 4-11-5,Exterior(2E)4-11-5 to 42-2-4 zone;cantilever ,0 O.0 I N VF left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ``� 0 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `� , G•E•N to the use of this truss component. �. F 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. No 68182 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,with BCDL=10.Opsf. - 6)Refer to girder(s)for truss to truss connections. "O 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) O S 0 F :4 10=786,2=190,15=1404. 40 �0 N A�E�`\% Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959806 2765385-SYNERGY-8401 B02 Half Hip 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:18 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-WexOrDZVHWgIOSTOHzF?K2uC11 GXULPLP64?BkzGwtt 1-0-Q 5-10-2 11-4-0 13-10-0 21-0-6 2%1-0 35-1-10 42-4-0 1-0- 5-10-2 5-5-14 2-6-0 7-2-6 7-0-10 7-0-10 Scale=1:73.2 5x6= 3x4= 5x6= 3x4= 46= 5x6 5 6 17 7 18 8 9 4 5.00 12 5x6 3 2 �1 0 3x6= 19 16 15 14 20 13 21 12 22 11 23 10 2x4 11 6x8= 6x8= 3x4= 5x6= 4x4= 3x6 11 5-10-2 114-0 13-10-0 21-0-6 28-1-0 35-1-10 42-4-0 5-10-2 5-5-14 2-6-0 7-2-6 7-0-10 7-0-10 7-2-6 Plate Offsets(X,Y)-- [2:0-0-0,0-0-14],[3:0-3-0,0-3-0],[5:0-3-0,0-2-4],[7:0-3-0,0-3-0],[12:0-3-0,0-3-0],[15:0-3-8,0-3-0] 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 0.79 Vert(LL) 0.15 2-16 >884 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.23 12-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.79 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:250 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-6-7 oc bracing. WEBS 1 Row at midpt 9-10,4-15,6-14,7-13,9-11 REACTIONS. (size) 10=Mechanical,2=0-8-0,15=0-8-0 Max Horz 2=468(LC 12) Max Uplift 10=-733(LC 12),2=-362(LC 12),15=-1867(LC 12) Max Grav 10=1460(LC 18),2=238(LC 1),15=2574(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-90/521,3-4=-1243/980,4-5=-377/44,5-6=-312/19,6-7=-1401/747, 7-8=-1793/1095,8-9=-1377/890,9-10=-1323/977 BOT CHORD 2-16=-750/0,15-16=-719/0,14-15=-853/949,13-14=-747/1401,12-13=-1101/1795, 11-12=-890/1377 WEBS 3-16=-904/248,3-15=-734/1856,4-15=-2278/1823,4-14=-1358/1797,5-14=-313/498, 6-14=-1727/1355,6-13=-246/651,7-13=-542/477,8-12=-268/543,8-11=-836/816, 9-11=-1141/1768 NOTES- ,1�111111�� in :ACE 1)11;Exp DS Encl,1GCpi Ito 18;MWFRS(directional)and C-C Come(3)1-0 1111to 4-111-5,Exterio(2E)4-111 5 to42 2-4 one;cantilever ``��OPQU I N V • • left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip `�� J •••�GEN,*- DOL=1.60 F�'• 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. No 68182 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 -.0 will fit between the bottom chord and any other members,with BCDL=I O.Opsf. -•' S TA OF 6)Refer to girder(s)for truss to truss connections. 0•• . 7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=733,2=362,15=1867. �i O R Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959807 2765385-SYNERGY-8401 B03 Half Hip 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:20 2021 Page 1 I D:q II8wLVNi6YkTT7fiBJ8hFyw6EN-SO28Gublp84?eldOPOITPTzVU IwyDWetQZ6GczGwtr -i1-0-p 6-1-2 11-10-0 14-10-0 19-9-14 28-2-0 35-3-0 42-4-0 -0- 6-1-2 5-8-14 3-0-0 4-11-14 8 4-2 7-1-0 Scale=1:74.4 3x6 3x6= 4x8= 4x6= 2x4 II 4x4= 4x6= 5.00 12 4 521 22 6 7 23 8 24 9 10 4x4 3 1 2 16 15 14 4=—x Ia � — 5x6— 25 19 18 17 5x8 13 12 11 2x4 I I 5x8= 2x4 I I 2x4 11 5x8= 3x6 11 6x8= 6-1-2 11-0-0 4-1 NO 19-9-14 28-2-0 35-3-0 42-4-0 6-1-2 4-10-14 0-10-0 3-6-0 4-11-14 8 4-2 7-1-0 7-1-0 Plate Offsets(X,Y)-- [5:0-3-0,0-2-4],[7:0-3-0,Edge],[14:0-2-8,0-2-8],[15:0-4-0,0-3-0],[18:0-3-8,0-3-0] 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 1.00 Vert(LL) -0.32 17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.43 14-15 >858 180 BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:241 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 5-7:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 3-8-6 oc bracing. 15-16,14-15:2x4 SP No.1,8-13:2x4 SP No.3 WEBS 1 Row at midpt 12-14,9-14,10-12,4-18 WEBS 2x4 SP No.3 2 Rows at 1/3 pts 6-16 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=Mechanical,2=0-8-0,18=0-8-0 Max Horz 2=407(LC 12) Max Uplift 11=-804(LC 12),2=-598(LC 12),18=-1525(LC 12) Max Grav 11=1364(LC 22),2=508(LC 1),18=2065(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-500/1268,3-4=-280/213,6-8=-2820/2226,8-9=-2775/2192,9-10=-1511/1187, 10-1 1=-1301/1100 BOT CHORD 2-19=-1499/379,18-19=-1499/379,15-16=-1750/2286,14-15=-1749/2288,8-14=-518/606 WEBS 3-19=-995/197,6-15=0/406,6-14=-522/593,12-14=-1122/1438,9-14=-1143/1438, 9-12=-1212/1159,10-12=-1446/1843,3-18=-559/1825,16-18=-1674/1468,4-16=-539/649, 6-16=-2655/2099 %%J11111111/11', NOTES- ``,��OPQl1 N VF��ji 1)Unbalanced roof live loads have been considered for this design. , G•E•N 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=5ft;Cat. •••�.� `S •F •• �i 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-0-11 to 4-11-5,Exterior(2E)4-11-5 to 42-2-4 zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip No 68182 DOL=1.60 *: •: 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. 'p 4)Provide adequate drainage to prevent water ponding. O S T OF 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 wideTC•�• A, will fit between the bottom chord and any other members. 0 ` ••' G R G•\G\�� 7)Refer to girder(s)for truss to truss connections. �I ss •• \ �� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ��N Al 11=804,2=598,18=1525. 10 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Geri 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 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 SYNERGY HOMES-Winston-Budnik Res T23959808 2765385-SYNERGY-8401 B04 Half Hip 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:21 2021 Page 1 I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-wDcW UEbNaRDsGvCbz6piyhWinEG3hfFn54Jfo3zGwtq 1-0-p 5-1-2 9-10-0 11 4- 1 14-10-0 19-9-14 28-2-0 35-3-0 42-4-0 -0- 5-1-2 4-8-14 1-6-0 3-6-0 4-11-14 8 4-2 7-1-0 7-1-0 Scale=1:74.4 5x6= 3x10= 4x6= 3x4= 5x8= 5x8= 3x4 II 5.00 F12 4 5 21 22 6 7 23 8 24 9 10 2x4 3 �1 2 16 14 0 15 7x8= Y 0 5x12= 5x6= 19 18 17 13 12 11 3x4= 6x8= 2x4 11 3x4 11 5x6= 6x8= 2x4= 11-4-0 14-10-0 19-9-14 28-2-0 35-3-0 42-4-0 5-1-2 6-2-14 3-6-0 4-11-14 8-4-2 7-1-0 7-1-0 Plate Offsets(X,Y)-- [4:0-3-0,0-2-4],[5:0-3-8,0-1-8],[6:0-3-0,Edge],[8:0-4-0,0-3-0],[14:0-2-0,Edge],[15:0-6-0,0-3-0],[18:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.53 17 >692 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.60 17 >615 180 BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) 0.03 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:239 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-4:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 4-1-12 oc bracing. 8-13:2x4 SP No.3,11-13:2x4 SP No.2 WEBS 1 Row at midpt 4-19,5-18,5-15,7-14,12-14,9-14,9-11 WEBS 2x4 SP No.3*Except* 5-18,5-15,7-14,9-12:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=Mechanical,2=0-8-0,18=0-8-0 Max Horz 2=345(LC 12) Max Uplift 11=-794(LC 12),2=-596(LC 12),18=-1537(LC 12) Max Grav 11=1345(LC 1),2=467(LC 1),18=2122(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-485/1545,3-4=-483/1745,5-7=-2771/2124,7-8=-3553/2817,8-9=-3451/2730 BOT CHORD 2-19=-1682/379,15-16=-306/296,14-15=-2124/2771,8-14=-530/618,11-12=-1399/1778 WEBS 3-19=-452/443,4-19=-2183/681,4-18=-247/787,16-18=-1743/1490,5-16=-1675/1520, 5-15=-2555/3255,7-15=-860/936,7-14=-736/827,12-14=-1312/1672,9-14=-1445/1816, 9-12=-166/339,9-11=-2049/1612 NOTES- N• VF<� 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=5ft;Cat. `�� , ,•'�G E N S 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-0-11 to 5-1-2,Exterior(2E)5-1-2 to 42-2-4 zone;cantilever ` F left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip N 0 68182 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)Provide adequate drainage to prevent water ponding. p 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O••,• S T OF 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 wide441 will fit between the bottom chord and any other members. T 'D. P.'�� 6)Refer to girder(s)for truss to truss connections. �i� O R \•, ` `% 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1 794,2 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959809 2765385-SYNERGY-8401 B05 Half Hip 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:23 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-sbkHuwde63TaVDMz4XrA16b1 B2wg9cf4ZOomtxzGwto 1-0- 5-7-4 7-10-0 11-4-0 17-0-9 22-8-3 28-2-0 35-3-0 42-4-0 -0- 5-7-4 2-2-12 3-6-0 5-5-9 5-7-9 5-5-13 7-1-0 7-1-0 Scale=1:74.4 5.00 12 5x8= 5x6= 3x10= 5x8= 2x4 II 6x8= 4x6= 2x4 4 5 23 24 6 7 8 25 9 26 10 11 3 1 2 19 _ 15 57x = O 17 16 Iv sxa= sxs= 3x6 27 22 21 20 14 13 12 3x4= 3x10— 2x4 11 3x4 11 6x8— 3x6 11 7x10= 7-10-0 11-4-0 11- 12 14-10-0 17-0-9 22-8-3 35-3-0 42-4-0 7-10-0 3-6-0 0--12 3-3-4 2-2-9 5-7-9 12-6-13 7-1-0 Plate Offsets(X,Y)-- [2:0-0-11,0-1-8],[4:0-5-12,0-2-8],[6:0-3-8,0-1-8],[7:0-1-12,0-3-4],[15:0-2-4,Edge],[17:0-3-0,0-3-0] 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 0.84 Vert(LL) 0.50 15-16 >737 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.63 15-16 >592 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.05 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:239 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-9-13 oc purlins, 7-10:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-8-14 oc bracing. 2-20,17-19:2x4 SP No.1,9-14:2x4 SP No.3 WEBS 1 Row at midpt 13-15,10-15,11-13,5-17,6-16 WEBS 2x4 SP No.3*Except* 5-21:2x6 SP No.2,8-15,5-17,6-16:2x4 SP No.2 REACTIONS. (size) 12=Mechanical,2=0-8-0,21=0-8-0 Max Horz 2=284(LC 12) Max Uplift 12=-696(LC 12),2=-480(LC 11),21=-1931(LC 12) Max Grav 12=1173(LC 1),21=2698(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-222/1077,3-4=-355/1202,4-5=-1569/1884,5-6=-497/320,6-8=-2866/2222, 8-9=-3691/2918,9-10=-3608/2868,10-11=-1851/1456,11-12=-1108/951 BOT CHORD 2-22=-959/18,21-22=-1107/290,18-19=-953/849,17-18=-2255/1899,16-17=-304/480, 15-16=-2222/2866,9-15=-412/483 WEBS 4-22=-1526/456,4-21=-1304/2227,19-21=-1262/1144,5-19=-1409/1274, 13-15=-1393/1734,10-15=-1431/1791,10-13=-1075/1058,11-13=-1581/2013, 11111111111111 4-1400/1130 6/880, 2345/2926,8-16=-692/712,6-17=-1282/1176, ,OPav N VF 6-16=2051//2549,18-21 , NOTES- ,'•�.�G•E•N`s�•'� �# i 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=5ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-0-11 to 4-11-5,Exterior(2E)4-11-5 to 42-2-4 zone;cantilever No 68182 left and right exposed;porch left 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 "O to the use of this truss component. 3 S T OF : 4 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ;C� Q;.' 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 ice`` �1 OR kV • will fit between the bottom chord and any other members. �I Sl) •• \ �� 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 12=696,2=480,21=1931. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959810 2765385-SYNERGY-8401 B06 Half Hip Girder 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:27 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-INzoklg8AHz0_gfkJMw6CymnUfPF5W7gUOmzOizGwtk -i1-0-p 5-10-0 , 11-4-0 14-1%0 19-3-5 23-8-11 28-2-0 314-0 36-10-1 42-4-0 -0- 5-10-0 3-6-0 4-5-5 5-6-1 5-5-15 Scale=1:74.4 Special Special Special Special Special Special Special Special Special Special Special Special Special 5.00 12 5x8= Special Special 4x8= 2x4 11 Special 5x8= 4x4= 2x4 11 5x6=Special Special 3x4= Special 4x6= 3 23 24 4 25 26 27528 29 6 30 317 32 33 8 34 9 35 36 10 37 38 39 11 2 19 16 O 1 43 44 18 45 4617 47 48 Ia 3x6— 22 21 205x8— 2x4 14x4— 6x8= 15 14 13 12 40 41 42 Special Special 49 50 51 52 53 54 2x4 Special 5x12= 2x4 11 Special Special Special 2x4 11 5x12= Special 3x4=Special 2x4 11 Special Special Special Special Special Special Special Special Special 5-10-0 11-4-0 14-10-0 19-3-5 23-8-11 28-2-0 31-4-0 36-10-1 42-4-0 5-10-0 3-6-0 4-5-5 4-5-5 4-5-5 3-2-0 5-6-1 5-5-15 Plate Offsets(X,Y)-- [3:0-5-12,0-2-8],[6:0-4-0,0-3-0],[9:0-2-4,0-3-0],[14:0-6-0,0-2-12],[16:0-2-8,0-3-0],[19:0-2-8,0-2-0],[21:0-6-0,0-3-0] 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 0.63 Vert(LL) 0.13 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.15 17-18 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.37 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:449 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 5-20,8-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3*Except* 4-21,9-14:2x8 SP 240OF 2.0E REACTIONS. All bearings 0-8-0 except Qt=length)12=Mechanical,14=0-4-0. (lb)- Max Horz 2=223(LC 8) Max Uplift All uplift 100 lb or less atjoint(s)except 12=-303(LC 5),2=-662(LC 8),21=-2583(LC 8), 14=-2016(LC 8) Max Grav All reactions 250 lb or less at joint(s)except 12=369(LC 25),2=311(LC 1),21=3213(LC 25),14=3271(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-56/732,3-4=-1383/2271,4-5=-618/860,5-6=-531/705,6-7=-2079/1201, 7-8=-498/877,8-9=-594/1030,9-10=-1309/2200,11-12=-277/338 BOT CHORD 2-22=-671/0,21-22=-705/5,5-19=-311/270,18-19=-1181/2127,17-18=-1183/2131, 16-17=-1201/2079,8-16=-305/268 WEBS 3-22=-675/594,3-21=-2363/2266,4-21=-1 274/991,19-21=-2361/1414,4-19=-816/1508,6-19=-2 111 1111 9-16=-671//1/1456914=-1143/917,10-14=12449/1535,74/484, 10 13 0/4642,14-16=-2152/1259, U�nJ VF� NOTES- G•E•N s � •'•�* F � 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: N 0 68182 Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. = *: •: Webs connected as follows:2x4-1 row at 0-9-0 oc,2x8-2 rows staggered 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 17 : Z ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. O••, ST OF 3)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=5ft;Cat. 441 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left exposed;Lumber DOL=1.60 plate T O P.'•��`� grip DOL=1.60 �i� O R �•, •\�j `% 4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Joaquin Velez PE No.68182 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 MiTek USA,Inc.FL Cert 6634 will fit between the bottom chord and any other members. 6904 Parke East Blvd.Tampa FL 33610 8)Refer to girder(s)for truss to truss connections. Date: 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 303 lb uplift at joint 12,662 lb uplift at May 14,2021 Co'piwab 86 lift at joint 21 and 2016 to uplift at joint 14. 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 SYNERGY HOMES-Winston-Budnik Res T23959810 2765385-SYNERGY-8401 B06 Half Hip Girder 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:28 2021 Page 2 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-DZXAydhmxb5tb_Ext4RLk9JyD3lUgzNpigWXY9zGwtj NOTES- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)223 lb down and 195 lb up at 5-10-0,238 lb down and 225 lb up at 7-1-11,238 lb down and 225 lb up at 9-1-11,238 lb down and 225 lb up at 11-1-11,238 lb down and 225 lb up at 13-1-11,138 lb down and 89 lb up at 15-1-11,138 lb down and 89 lb up at 17-1-11,138 lb down and 89 lb up at 19-1-11,138 lb down and 89 lb up at 21-1-11,138 lb down and 89 lb up at 23-1-11,138 lb down and 89 lb up at 25-1-11,138 lb down and 89 lb up at 27-1-11,238 lb down and 225 lb up at 29-1-11,238 lb down and 225 lb up at 31-1-11,238 lb down and 225 lb up at 33-1-11 ,238 lb down and 225 lb up at 35-1-11,238 lb down and 225 lb up at 37-1-11,and 238 lb down and 225 lb up at 39-1-11,and 238 lb down and 225 lb up at 41-1-11 on top chord,and 424 lb down and 445 lb up at 5-10-0,69 lb down at 7-1-11,69 lb down at 9-1-11,69 lb down at 13-1-11,168 lb down and 111 lb up at 15-1-11,168 lb down and 111 lb up at 17-1-11,168 lb down and 111 lb up at 19-1-11,168 lb down and 111 lb up at 21-1-11,168 lb down and 111 lb up at 23-1-11,168 lb down and 111 lb up at 25-1-11,168 lb down and 111 lb up at 27-1-11,69 lb down at 29-1-11,69 lb down at 31-1-11,69 lb down at 33-1-11,69 lb down at 35-1-11,69 lb down at 37-1-11,and 69 lb down at 39-1-11,and 69 lb down at 41-1-11 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=-70,3-11=-70,2-20=-20,16-19=-20,12-15=-20 Concentrated Loads(lb) Vert:3=-30(F)22=-306(F)4=-108(F)6=-8(F)18=-148(F)9=-108(F)14=-34(F)23=-108(F)24=-108(F)26=-108(F)28=-8(F)29=-8(F)30=-8(F)31=-8(F)32=-8(F) 33=-8(F)34=-108(F)35=-108(F)36=-108(F)37=-108(F)38=-108(F)39=-108(F)40=-34(F)41=-34(F)42=-34(F)43=-148(F)44=-148(F)45=-148(F)46=-148(F) 47=-148(F)48=-148(F)49=-34(F)50=-34(F)51=-34(F)52=-34(F)53=-34(F)54=-34(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 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 SYNERGY HOMES-Winston-Budnik Res T23959811 2765385-SYNERGY-8401 C01 Half Hip Girder 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:30 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-9xfwMJ it TCLbrlOJ_VTppaOIXtH4ljN6A_?dcl zGwth 1-0- 5-11-8 10-4-11 14-9-13 19-3-0 -0- 24-3-8 28-7-0 1-0-0 5-11-8 4-5-3 4-5-3 4-5-3 -9- 4-3-8 4-3-8 5x6= 10x14= 2x4 11 4x8= Scale:3/16"=l' 6 7 8 9 5.00 12 5x6 5 N 5x6 N 4 5x6 N u) aD 3 —1.F11\ L1 I 14 27 3x10 11 11 3x10 II O 5x = 4x8= M 2 1 I I o •5x6= 19 20 18 2122 23 17 24 25 162615 2x4 I Special 7x8= 7x8= Special 2x4 11 Special Special Special Special Special 2x4 II Special 21-3-0 5-11-8 10-0-11 14-9-13 20-0-0 2q-4rO 24-3-8 28-7A 5-11-8 4-5-3 4-5-3 5-2-3 01410 3-0-8 0-11-0 Plate Offsets(X,Y)-- [2:0-2-13,0-0-9],[3:0-3-0,0-3-0],[7:0-3-10,0-5-0],[14:04-0,0-2-0],[17:04-0,0-4-12],[18:0-4-0,04-8] 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 0.58 Vert(LL) 0.19 18-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.23 18-19 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.98 Horz(CT) -0.01 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:493 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, 6-9:2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-18:2x6 SP M 26,6-16:2x4 SP No.3 JOINTS 1 Brace at Jt(s):14 WEBS 2x4 SP No.3*Except* 9-10,7-12:2x8 SP 240OF 2.0E REACTIONS. (size) 10=0-8-0,2=0-8-0,12=0-8-0 Max Horz 2=631(LC 25) Max Uplift 10=-1778(LC 29),2=-2105(LC 8),12=-5403(LC 8) Max Grav 10=966(LC 7),2=3398(LC 1),12=8271(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-7484/4393,34=-6135/3582,4-5=-3012/1704,5-6=-660/1080,6-7=-564/996, 7-8=-857/1522,8-9=-857/1522,9-10=-1036/1778 BOT CHORD 2-19=-4478/6734,18-19=-4457/6698,17-18=-3627/5607,14-16=-278/535, 13-14=-2748/1675,12-13=-2748/1675,11-12=-2748/1675 WEBS 3-19=-623/1028,3-18=-1286/966,4-18=-2313/3802,4-17=-4077/2618,5-17=-2333/3949, 7-11=-1 465/2197,8-11=-276/305,9-11=-2447/1392,7-12=-7315/4740,14-17=-2090/3235, 5-14=-4619/2909,7-14=-3253/5141 v N VF� NOTES- `�� J ,••�G•E•(VS •• �'�i 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: F•'• Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. N 0 68182 Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc,2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. Z *: •: 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to - — ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 17 3)Unbalanced roof live loads have been considered for this design. O', S T OF 4)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 441 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch right exposed;Lumber DOL=1.60 plate T• P.'•�"�'`:. grip DOL=1.60 �i� O R �., •\Qj `% 5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. �I�''O N A' 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Joaquin Velez PE No.68182 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 MiTek USA,Inc.FL Cert 6634 will fit between the bottom chord and any other members. 6904 Parke East Blvd.Tampa FL 33610 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1778 lb uplift at joint 10,2105 lb uplift at Date: joint 2 and 5403 lb uplift at joint 12. May 14,2021 Continued on a e 2 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 SYNERGY HOMES-Winston-Budnik Res T23959811 2765385-SYNERGY-8401 C01 Half Hip Girder 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:30 2021 Page 2 I D:q II8wLVNi6YkTT7fiBJ8hFyw6EN-9xfwMJ it TCLbrlOJ_VTppaOIXtH4ljN6A_?dcl zGwth NOTES- 10)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)337 lb down and 323 lb up at 5-11-8,1153 lb down and 716 lb up at 7-10-12,1325 lb down and 814 lb up at 9-10-12,1344 lb down and 824 lb up at 11-10-12,1397 lb down and 753 lb up at 13-10-12,1423 lb down and 806 lb up at 15-7-4,and 397 lb down and 239 lb up at 17-7-12,and 377 lb down and 227 lb up at 19-7-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-70,6-9=-70,2-16=-20,15-16=-20,10-13=-20 Concentrated Loads(lb) Vert:19=-337(B)20=-1153(B)21=-1325(B)22=-1344(B)23=-1240(B)24=-1274(B)25=-348(B)26=-329(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 SYNERGY HOMES-Winston-Budnik Res T23959812 2765385-SYNERGY-8401 CO2 Half Hip 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:31 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-d8DlafjfEWTSSSzWYC_2MoxTCGjrl FCFPekB9TzGwtg r1-0-0, 6-2-3 12-0-2 17-10-0 20-0-0 20-11-Q 28-7-0 '1-0-0 6-2-3 5-9-14 5-9-14 2-2-0 -11- 7-8-0 Scale=1:51.4 4x4= 3x6— 3x10— 5 6 7 5.00 12 3x4 4 0 v 5x6 0 3 114x8 2f 4 11 17111 6x8= 18 3x6= 0 0 c+� 2 o •, 15 16 14 17 13 12 Sx6= 3x4= 3x4= 3x4= 2x4 II 9-1-2 17-10-0 20-0-0 0-11- 28-7-0 9-1-2 8-8-14 2-2-0 -11- 7-8-0 Plate Offsets(X,Y)-- [3:0-3-0,0-3-0],[8:Edge,0-1-8],[9:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.32 8-9 >282 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.29 8-9 >310 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) -0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:168 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc purlins, BOT CHORD 2x4 SP No.1'Except` except end verticals. 8-11:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2x4 SP No.3*Except` WEBS 1 Row at midpt 4-13,7-9 7-8:2x6 SP No.2 JOINTS 1 Brace at Jt(s):11 REACTIONS. (size) 8=0-8-0,2=0-8-0,9=0-8-0 Max Horz 2=590(LC 12) Max Uplift 8=-356(LC 10),2=-499(LC 12),9=-1402(LC 12) Max Grav 2=1103(LC 17),9=2166(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1647/755,3-4=-1320/553,6-7=-392/810,7-8=-15/304 BOT CHORD 2-15=-1250/1598,13-15=-667/846,10-11=-750/351,9-10=-750/351 WEBS 3-15=-485/557,4-15=-349/801,4-13=-1114/881,11-13=-461/1011,5-11=-229/262, 6-11=-667/1449,6-9=-1662/1125,7-9=-985/577 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-0-11 to 4-11-5,Exterior(2E)4-11-5 to 28-4-4 zone;cantilever ,` v N VF'/��♦ left and right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate P grip DOL=1.60 `��` J�•• G•E•N S '•��♦♦�i 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ` F••• to the use of this truss component. N o 68182 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed fora 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,with BCDL=I O.Opsf. -.0 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 356 lb uplift at joint 8,499 lb uplift at O••,• S 0 F joint 2 and 1402 lb uplift at joint 9. 441 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 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 SYNERGY HOMES-Winston-Budnik Res T23959813 2765385-SYNERGY-8401 CO3 Half Hip 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:32 2021 Page 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-5Kngn?kH_gbl4bYi6wVHv?TcHg4lmf1 PdlUkhwzGwtf r1-0-0, 8-1-2 15-10-0 20-0-0 ?0-11-p 28-7-0 '1-0-0 8-1-2 7-8-14 4-2-0 -11- 7-8-0 Scale=1:51.6 = 5.00 1 4x6 2 4x8= 3x4= 5 6 7 3x4 4 d 3x4 a 3 I ZIZI 114x8 10 2 4 11 15 5x8= 3x6 0d r� 2 �1 5x6= 14 13 12 5x6= 3x4= 2x4 11 8-1-2 15-10-0 20-0-0 0-11- 28-7-0 8-1-2 7-8-14 4-2-0 -11- 7-8-0 Plate Offsets(X,Y)-- [14:0-3-0,0-34] 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 0.76 Vert(LL) 0.35 8-9 >258 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.32 8-9 >281 180 BCLL 0.0 * Rep Stress Incr YES WB 0.84 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:159 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins, 1-4:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 8-11:2x4 SP M 31 WEBS 1 Row at midpt 3-13,6-8 WEBS 2x4 SP No.3*Except* JOINTS 1 Brace at Jt(s):11 7-8:2x6 SP No.2 REACTIONS. (size) 8=0-8-0,2=0-8-0,9=0-8-0 Max Horz 2=529(LC 12) Max Uplift 8=-544(LC 10),2=460(LC 12),9=-1609(LC 12) Max Grav 8=36(LC 12),2=873(LC 17),9=2105(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1182/545,7-8=-238/282 BOT CHORD 2-14=-956/1121,13-14=-956/1121,10-11=-1 309/928,9-1 0=-1 309/928,8-9=-1309/928 WEBS 3-14=0/358,3-13=-1206/1029,11-13=-322/605,5-11=-397/478,6-9=-2122/1824, 6-8=-1178/1488,6-11=-1 181/1673 N Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. ��`C�v N VF��o/ 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-0-11 to 4-11-5,Exterior(2E)4-11-5 to 28-4-4 zone;cantilever `� OP �4 left and right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate `�� , ,••�G�E•N S*% grip DOL=1.60 �. F '• 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. No 68182 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 '>7 will fit between the bottom chord and any other members. i S O F 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 544 lb uplift at joint 8,460 lb uplift at Q joint 2 and 1609 lb uplift at joint 9. T�.A . O \.O . S,O N A . . �G%�. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959814 2765385-SYNERGY-8401 C04 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:33 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-aWL3?Llvl7j9il6ugdl WRDOIT4PVVBhYsxDIDMzGwte 1-0-q 7-1-2 13-10-0 19-9-10 22-3-0 24-8-6 $5-11-1p 31-4-0 1-0-0 7-1-2 6-8-14 5-11-10 2-5-6 2-5-6 1-3 4 5-4-6 Scale=1:59.5 5.00 12 5x6= 4x8= 3x4— 4x8= 3x4 11 5 9 10 3x4 21 8 23 6x8 i 4 N M 3 20 6x8= 24 12 6x8•_ 0 6 2 �1 o •. 5x6= 17 16 15 5x8= 7-1-2 13-10-0 20-0-0 ,21-3-0, 24-8-6 25-11-1p 31-4-0 7-1-2 6-8-14 6-2-0 1-3-0 3-5-6 1-3 4 5-4-6 Plate Offsets(X,Y)-- [5:0-3-0,0-2-4],[6:0-2-1,0-4-10],[16:0-3-8,0-3-0],[19:0-24,0-2-13] 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 0.86 Vert(LL) 0.14 2-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.15 2-17 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.56 Horz(CT) -0.01 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:182 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 44-8 oc purlins, 1-4:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 3-7-13 oc bracing. 6-15:2x4 SP No.3 WEBS 1 Row at midpt 3-16,6-16 WEBS 2x4 SP No.3*Except* 10-11:2x6 SP No.2 REACTIONS. (size) 11=0-8-0,2=0-8-0,13=0-8-0 Max Horz 2=468(LC 12) Max Uplift 11=-471(LC 9),2=-591(LC 12),13=-1282(LC 12) Max Grav 11=338(LC 1),2=1059(LC 17),13=1561(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1684/1338,3-5=-801/623,5-6=-684/688,6-7=-348/383,7-9=-348/383, 10-11=-161/347 BOT CHORD 2-17=-1717/1568,16-17=-1717/1568,6-14=-25/353,12-13=-1283/259,11-12=-1283/259 WEBS 3-17=0/292,3-16=-971/1128,5-16=-143/333,6-16=-991/963,9-13=-711/1881, 9-12=-901/214,9-11=-258/1331,6-13=-1036/814 NOTES- � Qv I N 1 Vi�,'�II 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. `� 0 • •�� i� 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-0-11 to 4-11-5,Exterior(2N)4-11-5 to 13-10-0,Corner(3R) `�� , •.•�Ci•E•N S; �j� 13-10-0 to 19-10-4,Exterior(2N)19-104 to 31-1-4 zone;cantilever left and right exposed;porch right exposed;C-C for members �. F•'• 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 No 68182 to the use of this truss component. *:• ,: 3)Provide adequate drainage to prevent water ponding. - 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. O S T 0 F :4 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 will fit between the bottom chord and any other members. t''' A, # Q' % 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 471 lb uplift at joint 11,591 lb uplift at �i�`` ••' 0 R k •'\G�,�� joint 2 and 1282 Ib uplift at joint 13. �I SS •••• \ �� 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I��0 N A; Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959815 2765385-SYNERGY-8401 C05 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:35 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-WvSpQ1 m9Hlztx3GHn23_We54Yu7Zz2krJFiOIFzGwtc 1-0-0 6-2-14 11-10-0 17-9-10 20-0-0 22-3-0 26-8-6 31-4-0 1-0-0 6-2-14 5-7-2 5-121 .2 2-2-6 2-3-0 4-5-6 4-7-10 Scale=1:58.2 4x4= 4x6 6 7 4x8= 5x12= 4x6= 4x6= 4 8 9 5.00 12 21 22 23 3x4 Y N 3 20 1 _ e 42x4 2 4 • • 12 11 •3x6 II 6x8= 4x8= 3x4= 0d 2 a0 1 �o 5x6= 18 17 16 15 2x4 11 5x8= 2x4 11 2x4 11 6-2-14 11-10-0 17-9-10 20-0-0 i21-3-022-3-Q 26-8-6 31-4-0 6-2-14 5-7-2 5-11-10 2-2-6 1-3-0 1-0-0 4-5-6 4-7-10 Plate Offsets(X,Y)-- [4:0-4-0,0-1-13],[13:0-3-8,0-3-0],[17:0-3-8,0-3-0] 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 0.95 Vert(LL) 0.11 2-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.11 2-18 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.72 Horz(CT) 0.02 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:183 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 4-0-11 oc bracing. 9-10:2x6 SP No.2 WEBS 1 Row at midpt 5-17 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):14 REACTIONS. (size) 10=0-8-0,2=0-8-0,13=0-8-0 Max Horz 2=407(LC 12) Max Uplift 10=-355(LC 12),2=-557(LC 12),13=-1391(LC 12) Max Grav 10=276(LC 22),2=936(LC 17),13=1885(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1431/1401,3-4=-745/840,4-5=-627/872,5-6=-1115/1097,6-7=-219/771, 7-8=-321/792,8-9=-216/1246,9-10=-238/867 BOT CHORD 2-18=-1613/1402,17-18=-1613/1402,12-13=-919/1199,11-12=-1230/215 WEBS 3-18=0/250,3-17=-783/914,4-17=-145/348,8-1 1=-292/254,9-11=-1236/194, 6-13=-1175/2404,7-12=-677/648,8-12=-550/1688,5-17=-1043/911,5-14=0/254, 5-13=-1114/1442,6-12=-2098/957 ``I11111111/II� NOTES- �%% Qv N VF 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. `�� , •••�G•E•N S' �� 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-0-11 to 4-11-5,Exterior(2N)4-11-5 to 11-10-0,Corner(3E) F•'• 11-10-0 to 17-9-10,Exterior(2N)17-9-10 to 22-3-0,Corner(3E)22-3-0 to 26-8-6,Exterior(2N)26-8-6 to 31-1-4 zone;cantilever left and right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip No 68182 DOL=1.60 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. '>7 4)Provide adequate drainage to prevent water ponding. 3 S T OF 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 - W 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 ��T( A will fit between the bottom chord and any other members. ice`` O R �.• G ,� 7) mechanical at joint 13. connection Provide others)of truss to bearing plate capable of withstanding 355 lb uplift at joint 10,557 lb uplift at joint 2 and sS lO 1,1 A-, I 0�` Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959816 2765385-SYNERGY-8401 C06 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:36 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-_5OBdNnn226kZDrTLIaD3reGLHLEiSH_YvSyghzGwtb 1-0-0 7-0-9 9-10-0 15-9-10 20-0-0 22-3-0 28-8-6 31-4-0 1-0-0 7-0-9 2-9-7 5-11-10 4-2-6 2-3-0 6-5-6 2-7-10 Scale=1:58.4 4x6= 3x6 11 6 7 5x6= 5x12= 5x12= 2x4 E:Z,,,,5.00 12 4 8 9 2x4 O 3 20 6 19 1 52x4= 4x4= 12 21 11 6x8= o 34— 5x6= o 2 a 2x4 a0 1 o •, 5x6= 18 17 16 5x8= 3x4= 2x4 11 9-10-0 15-9-10 20-0-0 i21-3-022-3-Q 28-8-6 31-4-0 9-10-0 5-11-10 4-2-6 1-3-0 1-0-0 6-5-6 2-7-10 Plate Offsets(X,Y)-- [4:0-3-0,0-2-4],[8:0-7-0,0-2-12],[18:0-4-0,0-3-0] 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 0.88 Vert(LL) 0.39 11-12 >314 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0.35 11-12 >349 180 BCLL 0.0 * Rep Stress Incr YES WB 0.95 Horz(CT) -0.05 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:177 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, 8-9:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 10-15:2x4 SP No.1 WEBS 2x4 SP No.3*Except* 9-10:2x6 SP No.2 REACTIONS. (size) 10=0-8-0,2=0-8-0,13=0-8-0 Max Horz 2=345(LC 12) Max Uplift 10=-553(LC 12),2=-671(LC 12),13=-1102(LC 12) Max Grav 10=464(LC 22),2=988(LC 1),13=1498(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1512/1921,3-4=-1210/1694,4-5=-1068/1597,5-6=-204/914,6-7=-199/1181, 7-8=-269/976 BOT CHORD 2-18=-2060/1390,17-18=-1244/721,13-14=-1355/772,12-13=-744/168,11-12=-2753/815, 10-11=-2864/829 WEBS 3-18=-477/662,4-18=-195/270,5-18=-439/613,15-17=-437/949,5-15=-414/924, 8-11=-963/258,8-10=-925/3200,6-13=-443/681,7-12=-659/0,8-12=-710/2047, ,`I11111111/j�,' 5-13=-1016/919,14-17=-1526/885 PavIN VE< , I NOTES- `�� , •••\G•E•N S' ��i 1)Unbalanced roof live loads have been considered for this design. �. F•'• 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-0-11 to 4-11-5,Exterior(2N)4-11-5 to 9-10-0,Corner(3E) No 68182 9-10-0 to 15-9-10,Exterior(2N)15-9-10 to 22-3-0,Corner(3R)22-3-0 to 28-3-0,Exterior(2N)28-3-0 to 31-1-4 zone;cantilever left *:• •: and right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip - DOL=1.60 'p 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �:�' S OF to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. ��T(•' �4fO 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 �I ss •• \ �� will fit between the bottom chord and any other members. I�/0 N A' -.0N 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 553 lb uplift at joint 10,671 lb uplift at joint 2 and 1102 Ib uplift at joint 13. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959817 2765385-SYNERGY-8401 C07 Roof Special Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:37 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-SlaZgioQpMEbANQfvT5Sc3AQlhl_R_a8nZBVM7ZGwta 1-0-0 4-1-2 7-10-0 13-9-10 20-0-0 1-0- 23-6-0 27-1-3 30-8-6 31-4- 1-0-0 4-1-2 3-6-14 5-11-10 6-2-6 1-0-0 2-6-0 3-7-3 3-7-3 0-7-1 Scale=1:56.8 6x8 5x6= 5x6= 6 7 8 18 2x4 9 4x8= 602x4- 5.00 12 4T oE 2x4 17 Ioop3 19 20 11 21 4x4= 0 = 3x4= M 2 'Pt 1 o •, 5x6= 16 15 14 3x4= 5x6= 4x4= 21-0-0 4-1-2 7-10-0 13-9-10 20-0-0 $0-11-p, 25-11-12 31-4-0 4-1-2 3-8-14 5-11-10 6-2-6 -11- 4-11-12 0-1-0 Plate Offsets(X,Y)-- [4:0-5-4,0-2-4],[7:0-3-0,0-2-4],[8:0-3-0,0-2-4],[10:Edge,0-1-6],[15:0-3-0,0-3-0] 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 0.90 Vert(LL) 0.13 10-11 >903 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.20 2-16 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.63 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:165 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins. 4-5:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS 1 Row at midpt 5-14 6-14:2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0,2=0-8-0,12=0-8-0 Max Horz 2=-290(LC 10) Max Uplift 10=-475(LC 12),2=-648(LC 12),12=-1195(LC 12) Max Grav 10=390(LC 22),2=988(LC 17),12=1563(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1570/2015,3-4=-1332/1697,4-5=-1089/1453,5-6=-198/279,6-7=-48/456, 7-8=-89/462,8-9=-441/1910,9-10=-583/1980 BOT CHORD 2-16=-2071/1573,15-16=-1617/1303,14-15=-1405/1078,13-14=-790/668,6-13=-457/654, 11-12=-309/120,10-11=-1660/489 WEBS 3-16=-307/501,4-16=-134/316,5-15=-66/304,5-14=-1242/1666,8-12=-554/1237, 8-11=-1745/406,9-11=-320/607,6-12=-1073/1002 ,,111111111//j�' NOTES- � Qv I N VF 1)Unbalanced roof live loads have been considered for this design. `� OP. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. `�� , ,••�G•E•N S �� 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-0-11 to 4-11-5,Exterior(2N)4-11-5 to 7-10-0,Corner(3E) �. F�'• 7-10-0 to 13-9-10,Exterior(2N)13-9-10 to 21-0-0,Corner(3E)21-0-0 to 23-6-0,Corner(3R)23-6-0 to 29-6-0,Exterior(2N)29-6-0 to 31-0-0 zone;cantilever left and right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown; N O 68182 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 - to the use of this truss component. "O 4)Provide adequate drainage to prevent water ponding. S 0 F 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. .O % 441 Z. 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 will fit between the bottom chord and any other members. ice`` R 7) mechanical at jont connection Provide (by others)of truss to bearing plate capable of withstanding 475 lb uplift at joint 10,648 lb uplift at joint 2 and Ib ss Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959818 2765385-SYNERGY-8401 CA CORNER JACK 23 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:38 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-wU8y22p2agMSoW?sSAch8Gjlv5F3AafHODx3uzzGwtz -1-0-0 1-0-0 1-0-0 1-0-0 Scale=1:7.2 3 i 5.00 F12 2 m 0 0 i m 1 i o Qo 4 Qo LL 4x4 1-0-0 1-0-0 Plate Offsets(X,Y)-- [2:0-0-4,0-0-14] 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 0.24 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 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-P Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical Max Horz 2=74(LC 12) Max Uplift 3=-16(LC 1),2=-202(LC 12) Max Grav 3=33(LC 12),2=175(LC 17),4=18(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever left and right exposed;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. `�� U(N V 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 to uplift at joint 3 and 202 to uplift at joint 2. •E•N �i ••�* `SF i No 68182 STA OF 441 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959819 2765385-SYNERGY-8401 CJ3 CORNER JACK 16 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:41 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-L3p4g4rwtbk1 f_kR8JAPmvLEM ICZNxOji B9jVuzGwtW -1-0-0 3-0-0 1-0-0 3-0-0 Scale=1:11.4 3 5.00 12 oi ro ao 2 Y , 1 Q° 4 5x6= 3-0-0 3-0-0 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 0.35 Vert(LL) 0.02 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) 0.02 2-4 >999 180 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-P Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical Max Horz 2=133(LC 12) Max Uplift 3=-70(LC 12),2=-294(LC 12),4=-56(LC 8) Max Grav 3=89(LC 17),2=240(LC 1),4=52(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever left and right exposed;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 70 lb uplift at joint 3,294 lb uplift at joint ,�� O.0 I N 2 and 56 lb uplift at joint 4. O P• No 68182 • •��S'9/O N A\- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959820 2765385-SYNERGY-8401 CJ4 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:43 2021 Page 1 I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-HSxr5mtAPC_lu ItpFjCtrKQan6wUrruO9VepanzGwtU 1-8-5 3-0-0 1-8-5 1-3-11 Scale=1:11.4 4 4x4— 5.00 12 2x4 11 1 2 :_ 71 ao v 7x8= 5 3 1-8-5 3-0-0 1-8-5 1-3-11 Plate Offsets(X,Y)-- [3:0-0-0,0-1-3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.01 3-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 3-5 >999 180 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-R Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3*Except* TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, 3-4:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical,4=Mechanical,5=Mechanical Max Horz 3=95(LC 12) Max Uplift 3=-159(LC 12),4=-130(LC 12),5=-4(LC 12) Max Grav 3=299(LC 17),4=171(LC 17),5=51(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-165/250 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 1-8-11,Exterior(2R)0-1-12 to 2-11-4 zone;cantilever 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. 11111111 3)Provide adequate drainage to prevent water ponding. IN N VF,'�,� 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 `�� , ,••� Ns will fit between the bottom chord and any other members. �. F�'• 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 159 lb uplift at joint 3,130 lb uplift at N O 68182 joint 4 and 4 lb uplift at joint 5. = *:• ,: 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. - "0 • � ��• S OF 40 10 N A10 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959821 2765385-SYNERGY-8401 CJ5 Corner Jack 3 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:45 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-Dg3bWRuRxpES8bl CN8ELwl WoFwRNJkOJdp7wefzGwtS 1-0-0 5-0-0 1-0-0 5-0-0 Scale=1:15.5 3 5.00 12 oi ro m N N 2 1 Qa 4 4° 4° 0= 5x6= 5-0-0 5-0-0 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 0.87 Vert(LL) 0.20 2-4 >278 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.19 2-4 >295 180 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-P Weight:17 to FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-10-2 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical Max Horz 2=195(LC 12) Max Uplift 3=-163(LC 12),2=-370(LC 12),4=-99(LC 8) Max Grav 3=188(LC 17),2=319(LC 1),4=92(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever left and right exposed;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. ``,1 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 163 lb uplift at joint 3,370 lb uplift at `%% U N joint 2 and 99 lb uplift at joint 4. J G•E•N S' No 68182 ��•' STA OF441 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959822 2765385-SYNERGY-8401 CJ11 Corner Jack 2 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:39 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-OgiKFOpgLzUJQga2Ou7whUGroVblvl vREtgcROzGwtY 1-0-0 1-0-0 5.00 12 Scale=1:7.2 2 i 1 co 0 0 i m 0 �0 3 �o Q° 2x4 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 0.04 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:3 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0,2=Mechanical,3=Mechanical Max Horz 1=42(LC 12) Max Uplift 1=-12(LC 12),2=-42(LC 12) Max Grav 1=43(LC 17),2=42(LC 17),3=18(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever 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 12 lb uplift at joint 1 and 42 lb uplift at �� QU IN VF joint 2. Ns No 68182 ��• S OF '411441 ��S,O N A is 0% 111111101, Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959823 2765385-SYNERGY-8401 CJ21 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:40 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-stGiTkgl6HcA1 g9Eabf9Dho5tvuQeU9aTXQ9zSzGwtX 1-5-13 1-5-13 0-7-11 Scale=1:11.4 2x4 2 2x4 11 5.00112 5 2x4 Ll1 T ao Y � 3 2x4 11 4 1-0-12 2-1-8 1-0-12 1-0-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) 0.01 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical,2=Mechanical,3=Mechanical Max Horz 4=59(LC 12) Max Uplift 4=-72(LC 12),2=-79(LC 12),3=-53(LC 12) Max Grav 4=86(LC 1),2=77(LC 17),3=38(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t,111111 111111f 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 ,%% QU I N VF ,.*.1.1 will fit between the bottom chord and any other members. i� 7)Refer to girder(s)for truss to truss connections. `�� , .•' G�E�N 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 lb uplift at joint 4,79 lb uplift at joint 2 �. F and 53 lb uplift at joint 3. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. No 68182 ��•• S OF44/ Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959824 2765385-SYNERGY-8401 CJ22 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:40 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-stGiTkq I6HcA1 g9Eabf9Dho3gvtJeU9aTXQ9zSzGwtX 2-4-5 3 0 0 2-4-5 0-7-11 2x4 Scale=1:11.4 2 2x4 11 5.00 12 4 Ll ao Y � 4x6= 3 1 1-6-0 3-0-0 1-6-0 1-6-0 Plate Offsets(X,Y)-- [1:0-2-12,0-2-0] 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 0.34 Vert(LL) 0.01 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.01 1-3 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (size) 1=Mechanical,2=Mechanical,3=Mechanical Max Horz 1=191(LC 9) Max Uplift 1=-36(LC 12),2=-104(LC 12),3=-10(LC 12) Max Grav 1=126(LC 1),2=118(LC 17),3=55(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2R)zone;cantilever left and 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 ,%J11111111111, to the use of this truss component. �% QU N VF 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. , G•E•N 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 •'��.� `SF�'• �i will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. No 68182 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 1,104 lb uplift at joint *:• ,: 2 and 10 lb uplift at joint 3. - 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. "O � 33' S T E O F .'44J 40 "I O N A E�%\% Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959825 2765385-SYNERGY-8401 CJ31 Corner Jack 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:42 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-pFNSuQsYeusuH8ldhOheJ6uQuicy6OetxrvG1 LZGWtV 3-0-0 3-0-0 Scale=1:11.4 2 5.00 12 ao oi ao 1 v Q° 3 2x4= 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.00 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0,2=Mechanical,3=Mechanical Max Horz 1=101(LC 12) Max Uplift 1=-43(LC 12),2=-109(LC 12) Max Grav 1=126(LC 17),2=116(LC 17),3=52(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever 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 43 lb uplift at joint 1 and 109 lb uplift at `�� U 1 N V joint 2. OPQ G�E�N s' . c' '•� No 68182 =� •�= ��•' ST OF441 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 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 SYNERGY HOMES-Winston-Budnik Res T23959826 2765385-SYNERGY-8401 CJ41 Corner Jack 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:44 2021 Page 1 I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-IeVDJ6tpAW6cW RS?pRj6OXzgtW FQaH8AO9ON6DzGwtT 1-0-0 4-6-0 1-0-0 4-6-0 Scale=1:14.5 3 5.00 12 0 a cp N 2 1 11 Qo 4 Qo Q° Q< 5x6= 4-6-0 4-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.02 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 2-4 >999 180 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-P Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical Max Horz 2=179(LC 12) Max Uplift 3=-141(LC 12),2=-241(LC 12) Max Grav 3=164(LC 17),2=318(LC 17),4=82(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever 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. ,1111111111111 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 141 lb uplift at joint 3 and 241 lb uplift at �� OU I N VF 'J',,, joint 2. No 68182 ��• S OF �0 N A10 111 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959827 2765385-SYNERGY-8401 D01 Half Hip 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:46 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-hOdzjnv3h7MJIIcOwslaTy2zQJnk2zkSrTtUB6zGwtR r1-0-0, 7-0-0 14-10-0 21-3-12 28-1-0 1-0-0 7-0-0 7-10-0 6-5-12 6-9-4 Scale=1:49.1 5x6= 2x4 11 5.00 12 3x4= 5 6 7 3x4 2x4 4 3 2 1 11 12 1013 9 14 15 5x6= 8 3x4= 3x4= 3x4= 6x8= 9-0-0 18-11-2 28-1-0 9-0-0 9-11-2 9-1-14 Plate Offsets(X,Y)-- [5:0-3-0,0-2-4] 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 0.84 Vert(LL) -0.24 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.43 9-11 >772 180 BCLL 0.0 * Rep Stress Incr YES WB 0.95 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-7:2x4 SP No.2,1-4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 6-8 WEBS 2x4 SP No.3 REACTIONS. (size) 8=Mechanical,2=0-8-0 Max Herz 2=498(LC 12) Max Uplift 8=-788(LC 12),2=-830(LC 12) Max Grav 8=1498(LC 17),2=1687(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3044/1798,3-5=-2786/1699,5-6=-1533/1008 BOT CHORD 2-11=-2081/2840,9-11=-1 247/1726,8-9=-911/1256 WEBS 3-11=-579/687,5-11=-658/1160,5-9=-357/439,6-9=-279/787,6-8=-1705/1245 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-0-11 to 4-11-5,Exterior(2E)4-11-5 to 27-11-4 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip //1111111111j1� DOL=1.60 �I Qv N 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ``� OP •�� , to the use of this truss component. , (,•E�N 3)Provide adequate drainage to prevent water ponding. •'��.� `SF�'• �i 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 No 68182 will fit between the bottom chord and any other members,with BCDL=10.Opsf. *:• ,: 6)Refer to girder(s)for truss to truss connections. - 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 788 lb uplift at joint 8 and 830 lb uplift at 'p joint 2. S O F ' 4f ,c "OW- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959828 2765385-SYNERGY-8401 D02 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:47 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-9DBLx7whSRUANvBaUZHp?Ab6Kj98n RNc47cljYzGwtQ r1-0-0, 7-6-12 14-6-0 16-2-0 22-1-8 28-1-0 1-0-0 7-6-12 6-114 1-8-0 5-11-8 5-11-8 Scale=1:49.7 5x6= 5.00 F12 5 4x6= 5x6= 3x8= 6 7 8 4x4 3x6 \\ 4 3 CT 14 0 u6 2 13 15 12 16 11 10 5x6= 9 3x4= 4x4= 3x8= 4x4= 3x6 9-0-0 16-2-0 22-1-8 28-1-0 9-0-0 7-2-0 5-11-8 5-11-8 Plate Offsets(X,Y)-- [4:0-2-0,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 0.96 Vert(LL) 0.23 2-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.35 2-13 >959 180 BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:159 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-4-2 oc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS 1 Row at midpt 5-13,8-10 2-12:2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical,2=0-8-0 Max Herz 2=437(LC 12) Max Uplift 9=-775(LC 12),2=-843(LC 12) Max Grav 9=1427(LC 17),2=1647(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2892/2405,3-5=-2721/2418,5-6=-2015/1911,6-7=-1853/1704,7-8=-1269/1251, 8-9=-1335/1522 BOT CHORD 2-13=-2602/2705,11-13=-1594/1706,10-11=-1251/1269 WEBS 3-13=-571/857,5-13=-981/1147,5-11=-495/728,6-11=-897/1042,7-11=-723/805, 7-10=-979/1233,8-10=-1692/1726 NOTES- ,`1\1111111/j�,, 1)Unbalanced roof live loads have been considered for this design. ,,�� 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. `` OP• .N• • 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-0-11 to 4-11-5,Exterior(2N)4-11-5 to 14-6-0,Corner(3E) `�� , •.•�GEN S,• . 14-6-0 to 16-2-0,Exterior(2N)16-2-0 to 27-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for �. F '• 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 No 68182 to the use of this truss component. *:• 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'p 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 O�•• S OF will fit between the bottom chord and any other members,with BCDL=10.Opsf. 441 7)Refer to girder(s)for truss to truss connections. ;C4 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 775 lb uplift at joint 9 and 843 lb uplift at ice`` R � • G ,� joint 2. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959829 2765385-SYNERGY-8401 D03 ROOF SPECIAL 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:48 2021 Page 1 I D:ql I8wLVNi6YkTT7fiBJ8hFyw6EN-dPlk8TwJDkcl?3mn2Ho2YN8JC7VmW VhlJ nMaF_zGwtP r1-0-0, 7-6-12 14-6-0 18-2-0 23-1-8 28-1-0 1-0-0 7-6-12 6-11-4 3-8-0 4-11-8 4-11-8 Scale=1:49.9 4x6= 5.00 12 5 5x6= 2x4 11 4x4 6 4x4= 8 3x6 \\ 4 14 3 13 v 2 �1 12 15 11 10 5x6= 9 3x4= 3x4= 3x10= 6x8= 9-0-0 18-2-0 28-1-0 9-0-0 9-2-0 9-11-0 Plate Offsets(X,Y)-- [4:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.23 2-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.44 9-10 >760 180 BCLL 0.0 * Rep Stress Incr YES WB 0.80 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-4-0 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 5-12,7-9 WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical,2=0-8-0 Max Herz 2=376(LC 12) Max Uplift 9=-763(LC 12),2=-855(LC 12) Max Grav 9=1412(LC 18),2=1634(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2873/2546,3-5=-2703/2560,5-6=-2238/2221,6-7=-2022/1898,8-9=-140/293 BOT CHORD 2-12=-2602/2703,10-12=-1607/1675,9-1 0=-1 287/1207 WEBS 3-12=-573/851,5-12=-965/1189,5-10=-633/876,6-10=-1050/1299,7-10=-926/1137, 7-9=-1643/1777 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. ,`�r)1111111/��, 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-0-11 to 4-11-5,Exterior(2N)4-11-5 to 14-6-0,Corner(3E) ,%% OU N VF 14-6-0 to 18-2-0,Exterior(2N)18-2-0 to 27-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� , ,••�G�E•N 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •• �. F�'• to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. No 68182 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 - will fit between the bottom chord and any other members,with BCDL=10.Opsf. '>J 7)Refer to girder(s)for truss to truss connections. i S OF .• 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 763 lb uplift at joint 9 and 855 lb uplift at o Q joint 2. T .A Q;.•� 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. �I,\ < O R k O•• G\,,:k �0 N A�E�0% Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 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 SYNERGY HOMES-Winston-Budnik Res T23959830 2765385-SYNERGY-8401 D04 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:49 2021 Page 1 I D:q I I8wLVNi6YkTT7fiBJ8hFyw6EN-6bl6Mpxx_2kudDLzc_J H5bgSPXgeFL4vYR58nRzGwtO r1-0-0, 7-0-2 13-8-0 15-4-0 20-2-0 24-1-8 , 28-1-0 1-0-0 7-0-2 6-7-14 1-8-0 4-10-0 3_ 1:: 3-11-8 Scale=1:49.9 5x6= 5.00 12 5x6= 5 6 4x4 5x6= 2x4 11 7 4x4= 9 3x4 4 3 Li 16 15 m v 2 5x6= 14 13 12 11 10 2x4 I I 3x4= 5x6= 3x4= 6x8= 7-0-2 13-8-0 15-4-0 20-2-0 28-1-0 7-0-2 6-7-14 1-8-0 4-10-0 7-11-0 Plate Offsets(X,Y)-- [4:0-2-0,Edge],[5:0-3-0,0-2-4],[6:0-3-0,0-2-4],[12:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.20 2-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.27 13-14 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(CT) -0.08 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:154 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-0-13 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 3-13 WEBS 2x4 SP No.3 REACTIONS. (size) 10=Mechanical,2=0-8-0 Max Horz 2=315(LC 12) Max Uplift 10=-754(LC 12),2=-864(LC 12) Max Grav 10=1240(LC 1),2=1388(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2484/2730,3-5=-1691/2081,5-6=-1521/2045,6-7=-1650/2047,7-8=-1810/2163 BOT CHORD 2-14=-2666/2333,13-14=-2666/2333,12-13=-1735/1474,11-12=-2200/1834, 10-11=-1280/1063 WEBS 3-14=0/307,3-13=-965/1032,5-13=-406/390,6-12=-385/431,7-12=-528/597, 7-11=-620/967,8-11=-1255/1062,8-10=-1481/1809 NOTES- 1)Unbalanced roof live loads have been considered for this design. //111111111111 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. �� QU N 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-0-11 to 4-11-5,Exterior(2N)4-11-5 to 13-8-0,Corner(3E) ``, OP• •<� ,,' 13-8-0 to 20-2-0,Exterior(2N)20-2-0 to 27-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for , G•E•N reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •••�.� `SF••• �i 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. No 68182 4)Provide adequate drainage to prevent water ponding. *:• •: 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 "O will fit between the bottom chord and any other members. O S T F441 7)Refer to girder(s)for truss to truss connections. 44/ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 754 lb uplift at joint 10 and 864 lb uplift ��T Q at joint 2. i��• .O R� A�E�0N� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959831 2765385-SYNERGY-8401 D05 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:50 2021 Page 1 I D:q II8wLVNi6YkTT7fiBJ8hFyw6EN-aosUZ9yZl MsIEMw99igWdoDeAxC2_pH2m5rhKtzGwtN r1-0-0, 6-0-2 11-8-0 17-4-0 22-2-0 28-1-0 1-0-0 6-0-2 1-7_;4 5-8-0 4-10-0 5-11-0 Scale=1:49.9 4x8= 4x8= 4 15 16 5 5.00 12 5x8= 5x6= 3x4 6 7 3 14 M M N M M u 1 2 5x6*= 13 12 11 10 9 g 2x4 11 3x4= 3x4= 3x8= 3x8= 3x6 11 6-0-2 11-8-0 17-4-0 22-2-0 28-1-0 6-0-2 5-7-14 5-8-0 4-10-0 5-11-0 Plate Offsets(X,Y)-- [4:0-5-4,0-2-4],[5:0-4-8,0-2-0],[9:0-3-8,0-1-8] 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 0.92 Vert(LL) 0.21 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.21 12-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.79 Horz(CT) -0.08 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 5-6:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-2-11 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 7-9 7-8:2x4 SP No.2 REACTIONS. (size) 8=Mechanical,2=0-8-0 Max Horz 2=254(LC 12) Max Uplift 8=-746(LC 12),2=-872(LC 12) Max Grav 8=1240(LC 1),2=1376(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2481/2968,3-4=-1890/2466,4-5=-1672/2413,5-6=-1834/2445,6-7=-1876/2405, 7-8=-1181/1531 BOT CHORD 2-13=-2809/2311,12-13=-2809/2311,10-12=-2078/1679,9-10=-2470/1919 WEBS 3-12=-709/813,4-12=-279/409,5-10=-242/371,6-10=-373/510,6-9=-879/1344, 7-9=-2674/2074 NOTES- ``111111111/II� 1)Unbalanced roof live loads have been considered for this design. ��` 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. � OP• • • • 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-0-11 to 4-11-5,Exterior(2N)4-11-5 to 11-8-0,Corner(3E) `� , •.•�GEN s �� 11-8-0 to 22-2-0,Exterior(2N)22-2-0 to 27-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for •• F••• 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 No 68182 to the use of this truss component. *:• 4)Provide adequate drainage to prevent water ponding. - 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '>7 : :x 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 O�•• S T OF :4 will fit between the bottom chord and any other members. 'o 7)Refer to girder(s)for truss to truss connections. ��T(•' A 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 746 lb uplift at joint 8 and 872 lb uplift at ..........0 R joint 2. � %• Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959832 2765385-SYNERGY-8401 D06 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:51 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-2_QsnVzCWf_csW VMjPLIAOmorKT1jGAC?IaFsJzGwtM r1-0-0, 6-9-6 9-8-0 14-6-0 19-4-0 24-2-0 28-1-0 1-0-0 6-9-6 2-10-10 4-10-0 4-10-0 4-10-0 3-11-0 Scale=1:49.9 4x4= 3x4= 5x6= 4 14 15 5 6 5.00 12 2x4 O 3 5x8= 2x4 11 13 7 8 c+> u� v 2 N 1 5x6*= 12 11 10 9 3x8= 4x4= 3x8= 6x8= 9-8-0 19-4-0 28-1-0 9-8-0 9-8-0 8-9-0 Plate Offsets(X,Y)-- [6:0-3-0,0-2-4] 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 0.99 Vert(LL) 0.24 2-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.40 2-12 >828 180 BCLL 0.0 * Rep Stress Incr YES WB 0.81 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-6-8 oc bracing. BOT CHORD 2x4 SP No.1*Except* 9-11:2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical,2=0-8-0 Max Herz 2=192(LC 12) Max Uplift 9=-741(LC 12),2=-878(LC 12) Max Grav 9=1240(LC 1),2=1361(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2388/2584,3-4=-2079/2335,4-5=-1908/2196,5-6=-1829/2220,6-7=-2012/2234, 8-9=-129/259 BOT CHORD 2-12=-2351/2154,10-12=-2182/2057,9-10=-2218/1838 WEBS 3-12=-425/667,4-12=-655/606,5-12=-330/397,5-10=-418/425,6-10=-309/454, 7-10=-101/346,7-9=-2065/2547 NOTES- ,1�111111�� 1)Unbalanced roof live loads have been considered for this design. `�� U I N V 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. `�� OPQ,...•,• 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-0-11 to 4-11-5,Exterior(2N)4-11-5 to 9-8-0,Corn er(3R) `�� , ,•' G E N,*• 9-8-0 to 15-8-0,Exterior(2N)15-8-0 to 19-4-0,Corner(3E)19-4-0 to 24-2-0,Exterior(2N)24-2-0 to 27-11-4 zone;cantilever left and ` •• F right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 N 0 68182 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. *: •: 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 17 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 O••,• S T OF will fit between the bottom chord and any other members. 441 7)Refer to girder(s)for truss to truss connections. T•' P.• "�'`:. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 741 lb uplift at joint 9 and 878 lb uplift at �i� O R �•, •• joint 2. ��5�0 N A�� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959833 2765385-SYNERGY-8401 D07 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:53 2021 Page 1 I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-_NYdBB_S2H FK5gekrgN DFQrDj8A2BFrUS33LwCzGwtK r1-0-0, 4-6-0 , 7-8-11 9-0-0 10-0-0,11-4-0, 16-4-0 , 21-4-0 26-2-0 28-1-0 1-0-0 4-6-0 3-2-11 1-3-5 1-0-0 1-4-0 5-0-0 5-0-0 4-10-0 1-11-0 Scale=1:50.8 3x4= 4x6 3x4= 4x12 4x6= 5 6 3x4= 5.00 12 4 7 19 20 21 8 9 2x4 3 18 Z Z 4x6= 2x4 II 10 C9 17 11 N a 1 2 I^ 5x6e= 16 15 14 13 12 3x8= 3x4= 4x6 4x8= 6x8= 7-8-11 11-4-0 21-4-0 28-1-0 7-8-11 3-7-5 10-0-0 6-9-0 Plate Offsets(X,Y)-- [5:0-2-0,0-2-11],[6:0-2-0,0-2-11],[7:0-9-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.22 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.52 13-15 >640 180 BCLL 0.0 * Rep Stress Incr YES WB 0.48 Horz(CT) 0.09 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 12-14:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-0-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 12=Mechanical,2=0-8-0 Max Horz 2=-191(LC 10) Max Uplift 12=-737(LC 12),2=-882(LC 12) Max Grav 12=1240(LC 1),2=1342(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2420/2085,3-4=-2271/1951,4-7=-1874/1727,7-8=-2492/2168,8-9=-1946/1677, 9-10=-2145/1724 BOT CHORD 2-16=-1963/2199,15-16=-2009/2492,13-15=-2111/2489,12-13=-1293/1542 WEBS 9-13=-257/494,8-13=-677/721,10-13=-222/427,10-12=-1901/1621,4-16=-345/565, 7-16=-717/409 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,/111111111111 2)11;Exp DS Encl,1GCpi Ito 18;MWFRS(directional)and C1C Exterior(2E)-1 0-11 to 4-15,Olnter or(1)4-1115 to 9-0-0,Exte io(2E)at QU I N• I/F<� 9-0-0 to 11-5-12,Interior(1)11-5-12 to 21-4-0,Exterior(2E)21-4-0 to 26-2-0,Interior(1)26-2-0 to 27-11-4 zone;cantilever left and `�� , •.•�G E N 3• �j� right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• �. F••• 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. No 68182 4)Provide adequate drainage to prevent water ponding. *:• •: 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 will fit between the bottom chord and any other members. O;• S OF :44/� 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 737 lb uplift at joint 12 and 882 lb uplift �� Tc•• �� O R at joint 2. �i�``` `G 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��//111111111�� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 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 SYNERGY HOMES-Winston-Budnik Res T23959834 2765385-SYNERGY-8401 D08 Roof Special Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:54 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-SZ6?PW?4paN Bj_DwOXvSoeOL?Ya2wdbehjpvTezGwtJ r1-0-0, 3-6-0 7-0-0 12-0-0 13-4-0 16-8-9 19-11-7 23-4-0 28-1-0 '1-0-0 3-6-0 3-6-0 5-0-0 1 4-0 3 4-9 3-2-13 Scale=1:49.6 6x8= 8x10— Special Special 5.00 12 4 5 7x10= 3x4= 4x4= 6x8= Special 6 17 7 8 18 9 2x4 3 oo a 10 A 1 2 Io •5x6= 16 15 14 13 19 12 20 11 6x8= 3x10= 2x4 11 10x12= 3x4= 6x8= Special 4x6= Special Special Special 7-0-0 12-0-0 13-4-0 16-8-9 19-11-7 23-4-0 28-1-0 7-0-0 5-0-0 1 4-0 3 4-9 3-2-13 3 4-9 4-9-0 Plate Offsets(X,Y)-- [2:0-2-13,0-0-13],[4:0-4-0,0-2-2],[5:0-7-0,0-4-4],[6:0-5-4,0-5-4],[10:0-0-0,0-1-10],[12:0-3-8,0-3-12],[14:0-6-0,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 0.80 Vert(LL) 0.48 13 >687 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.51 13-14 >651 180 BCLL 0.0 * Rep Stress Incr NO WB 0.77 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:186 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins. 1-4:2x4 SP No.2,9-10:2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 4-3-2 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 5-16 WEBS 2x4 SP No.3*Except* 5-14:2x4 SP No.2 REACTIONS. (size) 10=Mechanical,2=0-8-0 Max Horz 2=178(LC 24) Max Uplift 10=-1898(LC 8),2=-1322(LC 8) Max Grav 10=2483(LC 30),2=1835(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3582/2479,3-4=-3536/2445,4-5=-3287/2348,5-6=-6756/4954,6-7=-6919/5195, 7-8=-6648/5141,8-9=-4678/3745,9-10=-5132/3993 BOT CHORD 2-16=-2160/3214,15-16=-3389/4908,14-15=-3382/4895,13-14=-4305/6126, 12-13=-5022/6919,11-12=-4967/6648,10-11=-3491/4560 WEBS 3-16=-286/317,4-16=-670/1049,5-16=-1945/1465,5-15=-148/275,9-11=-1287/1757, 6-14=-3046/2353,5-14=-2356/3132,8-11=-2448/1728,6-13=-1071/1051,8-12=-727/1196, 7-13=-279/378,7-12=-909/865 ,,,,111111111/I///I NOTES- ``,`� • • QP;QU N 1)Unbalanced roof live loads have been considered for this design. , GEN 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. •'•�.� `S •F '• �i 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 lo 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific =* No 68182 to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. - 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "O 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 O S O F :�� will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. �� \ 'C Q 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1898 lb uplift atjoint 10 and 1322 lb -i��` ••' R uplift at joint 2. �I ss •• \ �� 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)233 lb down and 217 lb up at O N Al 19-11-4,and 233 lb down and 217 lb up at 21-11-4,and 207 lb down and 180 lb up at 23-4-0 on top chord,and 1137 lb down and I�1 945 lb up at 19-0-12,65 lb down at 19-11-4,and 65 lb down at 21-11-4,and 352 lb down and 403 lb up at 23-4-0 on bottom chord. Joaquin Velez PE No.68182 The design/selection of such connection device(s)is the responsibility of others. MiTek USA,Inc.FL Cart 6634 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard May 14,2021 Continued on a e 2 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 SYNERGY HOMES-Winston-Budnik Res T23959834 2765385-SYNERGY-8401 D08 Roof Special Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:54 2021 Page 2 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-SZ6?PW?4paN Bj_DwOXvSoeOL?Ya2wdbehjpvTezGwtJ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-70,4-5=-70,5-6=-70,6-9=-70,9-10=-70,2-10=-20 Concentrated Loads(lb) Vert:9=-21(B)11=-281(B)8=-102(B)12=-33(B)18=-1 02(B)19=-1 137(B)20=-33(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 SYNERGY HOMES-Winston-Budnik Res T23959835 2765385-SYNERGY-8401 D09 Roof Special Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:56 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-OyDlgC1 KLCdvyHNJWyxwt3ThKLEROWex901?XXzGwtH 1-0-0 5-0-0 9-6-0 14-0-0 15 4-0 19-0-0 1-0-0 5-0-0 4-6-0 4-6-0 1 4-0 3-8-0 Scale=1:34.3 Special Special Special 4x8= Special Special 2x4 Special 4x8= 5.00 12 3 12 13 4 14 15 5 4x6= 2x4 6 7 ao M us N 2 �1 C e 11 16 17 10 18 19 9 8 5x6= 2x4 11 Special 5x8— Special 3x4— 6x8— Special Special Special Special 5-0-0 9-6-0 14-0-0 19-0-0 5-0-0 4-6-0 4-6-0 5-0-0 Plate Offsets(X,Y)-- [3:0-5-4,0-2-0],[5:0-5-4,0-2-0],[10:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.25 10 >886 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.24 9-10 >923 180 BCLL 0.0 * Rep Stress Incr NO WB 0.86 Horz(CT) -0.08 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:92 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-1-9 oc bracing. REACTIONS. (size) 8=Mechanical,2=0-8-0 Max Horz 2=157(LC 8) Max Uplift 8=-1060(LC 8),2=-1213(LC 8) Max Grav 8=1316(LC 1),2=1462(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2680/2170,3-4=-3172/2578,4-5=-3172/2578,5-6=-2610/2188 BOT CHORD 2-11=-1982/2388,10-11=-1989/2398,9-10=-2021/2424,8-9=-2006/2393 WEBS 3-11=-102/348,3-10=-654/944,4-10=-637/622,5-10=-576/866,5-9=-133/291, 6-9=-235/287,6-8=-2593/2186 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and 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 `�� U)N V to the use of this truss component. Q 4)Provide adequate drainage to prevent water ponding. �� , ,•• Ci•E•N S•• ��i 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F•'• 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 N 0 68182 will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. Z *: •: 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1060 lb uplift at joint 8 and 1213 lb uplift -at joint 2. = p Tr- 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)466 lb down and 494 lb up at O••, S T OF 5-0-0,209 lb down and 186 lb up at 7-0-12,209 lb down and 186 lb up at 9-0-12,209 lb down and 186 lb up at 9-11-4,and 209 lb 441 down and 186 lb up at 11-11-4,and 466 lb down and 492 lb up at 14-0-0 on top chord,and 117 lb down and 174 lb up at 5-0-0,52 T•' �� O P.'•��`� lb down at 7-0-12,52 lb down at 9-0-12,52 lb down at 9-11-4,and 52 lb down at 11-11-4,and 117 lb down and 174 lb up at �i� O R ' 13-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. �i SSA •• •• � 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Joaquin Velez PE No.68182 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-3=-70,3-5=-70,5-6=-70,6-7=-70,2-8=-20 Date: May 14,2021 Continued on a e 2 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 SYNERGY HOMES-Winston-Budnik Res T23959835 2765385-SYNERGY-8401 D09 Roof Special Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:56 2021 Page 2 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-OyDlgC1 KLCdvyHNJWyxwt3ThKLEROWex901?XXzGwtH LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-204(B)5=-204(B)11=-82(B)9=-82(B)12=-76(B)13=-76(B)14=-76(B)15=-76(B)16=-26(B)17=-26(B)18=-26(B)19=-26(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 SYNERGY HOMES-Winston-Budnik Res T23959836 2765385-SYNERGY-8401 E01 Hip Girder 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:57 2021 Page 1 I D:q II8wLVNi6YkTT7fiBJ8hFyw6EN-t8n71 Y1 y6VI1aRyV4gS9PG?rYIc47yl4Ng 1 Z3zzGwtG 1-0-0 3-9-2 6-5-0 9-11-0 12-7-7 16-4-0 1-0-0 3-9-2 2-7-14 3-6-0 2-8-7 3-8-9 Scale=1:28.9 8x10 7x8 4 5 5.00 12 2x4 11 4x4 3 6 rn M 7 2 �1 Io s6 c 12 11 10 13 9 6x8= 14 8 15 16 cs 5x8— 3x4= 7x8 WB= 7x8= Special Special 3x8 11 Special 5x8— Special Special 3-9-2 7-2-0 9-11-0 12-7-7 16-4-0 3-9-2 3-4-14 2-9-0 2-8-7 3-8-9 Plate Offsets(X,Y)-- [2:04-0,0-2-14],[4:0-7-8,0-3-0],[5:0-6-0,0-3-4],[7:0-0-1,0-1-8],[9:0-3-8,0-4-4],[10:0-4-0,0-4-12] 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 0.85 Vert(LL) 0.21 9-10 >889 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.25 9-10 >741 180 BCLL 0.0 * Rep Stress Incr NO WB 0.90 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:191 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins. 4-5:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-0 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=0-8-0,2=0-8-0 Max Horz 2=168(LC 7) Max Uplift 7=4384(LC 8),2=-3107(LC 8) Max Grav 7=7358(LC 30),2=4884(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-10162/6233,3-4=-9876/6179,4-5=-11326/7097,5-6=-11741/7241,6-7=-13250/8050 BOT CHORD 2-12=-5546/9107,10-12=-6058/9951,9-10=-6448/10689,8-9=-7197/11918, 7-8=-7197/11918 WEBS 3-12=-514/661,4-12=-1343/1135,4-10=-2881/4729,5-10=-736/1151,5-9=-2004/3433, 6-9=-1542/760,6-8=-1001/1994 NOTES- ,`I11111111//�' 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,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-2-0 oc. �� , (,•E•N �0 Webs connected as follows:2x4-1 row at 0-9-0 oc. •'•�.� SF•'• �� 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. No 68182 3)Unbalanced roof live loads have been considered for this design. *:• •: 4)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. - 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 '>7 5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific OFF •• to the use of this truss component. 441 6)Provide adequate drainage to prevent water ponding. �� T '. Q .' Z. 7)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �i�`` 0 R •'�\G�,�� 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 �I ss •• \ �� will fit between the bottom chord and any other members. I�-0 N A; 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4384 lb uplift at joint 7 and 3107 lb uplift at joint 2. Joaquin Velez PE No.68182 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)4287 lb down and 2751 lb up at MiTek USA,Inc.FL Cert 6634 7-24,1992 lb down and 1204 lb up at 9-1-8,1447 lb down and 864 lb up at 11-0-12,and 1611 lb down and 860 lb up at 13-0-12, 6904 Parke East Blvd.Tampa FL 33610 and 1597 lb down and 882 lb up at 15-0-12 on bottom chord. The design/selection of such connection device(s)is the Date: responsibility of others. May 14,2021 Continued on page 2 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 SYNERGY HOMES-Winston-Budnik Res T23959836 2765385-SYNERGY-8401 E01 Hip Girder 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:57 2021 Page 2 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-t8n71 Y1 y6VllaRyV4gS9PG?rYIc47yl4Ng 1 Z3zzGwtG LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-70,4-5=-70,5-7=-70,2-7=-20 Concentrated Loads(lb) Vert:10=-4266(B)13=-1992(B)14=-1447(B)15=-1456(B)16=-1431(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 SYNERGY HOMES-Winston-Budnik Res T23959837 2765385-SYNERGY-8401 E02 Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:58 2021 Page 1 I D:q I I8wLVNi6YkTT7fiBJ8hFyw6EN-LKLW Fu2btptcCbXidNzOyUY2p9rEsbrEcKn6cPzGwtF 1-0-0 5-0-0 11-4-0 16-4-0 17-4-0 1-0-0 5-0-0 64-0 5-0-0 1-0-0 Scale=1:30.2 Special 6x8= Special Special Special Special 5x6= 3 10 11 12 4 5.00 12 ro N 2 5 ao 1 6 0 cs Q, 9 13 8 14 15 7 66 s 4x4— 2x4 11 Special 46= Special 3x4— 4x4— Special Special Special 5-0-0 11-4-0 16-4-0 5-0-0 6-4-0 5-0-0 Plate Offsets(X,Y)-- [2:0-0-0,0-1-6],[3:04-0,0-2-2],[5:0-0-0,0-1-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.14 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.27 7-9 >700 180 BCLL 0.0 * Rep Stress Incr NO WB 0.18 Horz(CT) -0.05 5 n/a We BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:74 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins. 3-4:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-10 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,5=0-8-0 Max Horz 2=140(LC 7) Max Uplift 2=-1088(LC 8),5=-1088(LC 8) Max Grav 2=1260(LC 29),5=1260(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2329/1907,3-4=-2042/1796,4-5=-2334/1910 BOT CHORD 2-9=-1641/2099,7-9=-1636/2086,5-7=-1606/2049 WEBS 3-9=-67/465,4-7=-70/466 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,`�r)1111111//j� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� QU IN VF to the use of this truss component. `� OP •��. i� 4)Provide adequate drainage to prevent water ponding. `�� , •.• Ns 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• �. F••• 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 will fit between the bottom chord and any other members. No 68182 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1088 lb uplift at joint 2 and 1088 lb uplift *:• •: at joint 5. - 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)466 lb down and 494 lb up at 'p 5-0-0,209 lb down and 186 lb up at 7-0-12,209 lb down and 186 lb up at 8-2-0,and 209 lb down and 186 lb up at 9-3-4,and 466 �:•• S 0 F lb down and 494 lb up at 11-4-0 on top chord,and 117 lb down and 174 Ib up at 5-0-0,52 lb down at 7-0-12,52 lb down at 8-2-0, 441 and 52 lb down at 9-3-4,and 117 lb down and 174 lb up at 11-3-4 on bottom chord. The design/selection of such connection ��T(•' A device(s)is the responsibility of others. ice`` . 0 R k •!• 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �� `` LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Joaquin Velez PE No.68182 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-3=-70,3-4=-70,4-6=-70,2-5=-20 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 Continued on a e 2 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 SYNERGY HOMES-Winston-Budnik Res T23959837 2765385-SYNERGY-8401 E02 Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:59 2021 Page 2 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-pXvuSE3Dd7?Tpl6uB4UdVh5DZZBTb25N r_Wg8szGwtE LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-204(F)4=-204(F)9=-82(F)7=-82(F)10=-76(F)11=-76(F)12=-76(F)13=-26(F)14=-26(F)15=-26(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 SYNERGY HOMES-Winston-Budnik Res T23959838 2765385-SYNERGY-8401 EJ3 Jack-Open 2 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:19:59 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-pXvuSE3Dd7?Tpl6uB4UdVh5JpZPwb4sNr_Wg8szGwtE -1-0-0 3-0-0 1-0-0 3-0-0 Scale=1:11.4 3 5.00 12 oi ro ao 2 Y , 1 Q° 4 5x6= 3-0-0 3-0-0 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 0.35 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 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-P Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical Max Horz 2=133(LC 12) Max Uplift 3=-70(LC 12),2=-225(LC 12) Max Grav 3=89(LC 17),2=254(LC 17),4=52(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever 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. 11111111111111 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 70 lb uplift at joint 3 and 225 lb uplift at �� OIU I N VF joint 2. OP �� No 68182 S OF '441 44/ Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959839 2765385-SYNERGY-8401 EJ5 Jack-Open 12 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:02 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-D5bO4F55w2N2gCgTsD2K6KjiymNkoRbpXyl KIAzGwtB 1 0 0 5-0-0 1-0-0 5-0-0 Scale=1:15.5 3 5.00 12 ro m N N N 2 1 Qa 4 4° 4° 0= 5x6= 5-0-0 5-0-0 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 0.87 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 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-P Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical Max Horz 2=195(LC 12) Max Uplift 3=-163(LC 12),2=-249(LC 12) Max Grav 3=188(LC 17),2=341(LC 17),4=92(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever 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 163 lb uplift at joint 3 and 249 lb uplift at ,%.% OU I N VF joint 2. No 68182 � 3 ST OF44/ .......... Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959840 2765385-SYNERGY-8401 EJ6 Jack-Open 11 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:08 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-2FyH LJAsWu8CO7ldDT9kMbzjVBPNC84ivuCeygzGwt5 1-0-0 5-10-0 1-0-0 5-10-0 Scale=1:17.1 3 5.00 12 0 tv0 N (V 2 1 Q 4 5x6= 5-10-0 5-10-0 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 0.93 Vert(LL) -0.05 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.10 2-4 >622 180 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-P Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical Max Horz 2=220(LC 12) Max Uplift 3=-198(LC 12),2=-262(LC 12) Max Grav 3=227(LC 17),2=380(LC 17),4=109(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-0-11 to 4-11-5,Exterior(2R)4-11-5 to 5-9-4 zone;cantilever 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 198 lb uplift at joint 3 and 262 lb uplift at ,%%% QU IN joint 2. No 68182 ��• S OF '� � 4 OR ��S,.........Ais 0% 111111101, Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959841 2765385-SYNERGY-8401 EJ7 Jack-Open 23 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:10 2021 Page 1 I D:q I I8wLVNi6YkTT7fiBJ8hFyw6EN-_e42m?B62VOveRR?KuBCRO28d?zdg2a?NChl ljzGwt3 1-0-0 7-0-0 1-0-0 7-0-0 Scale=1:20.6 3 5.00 12 5 Y O M A 2 1 5x6= 4 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.18 2-4 >439 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.21 2-4 >387 180 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-SH Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-4 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical Max Horz 2=256(LC 12) Max Uplift 3=-219(LC 12),2=-283(LC 12) Max Grav 3=261(LC 17),2=435(LC 17),4=123(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-11 to 4-11-5,Interior(1)4-11-5 to 6-11-4 zone; cantilever 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. ,`�� 11 111��' , 5)Refer to girder(s)for truss to truss connections. ��` QU IN E ,� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 219 lb uplift at joint 3 and 283 lb uplift at `� OP• ��. i, joint 2. �� J �E•N �i .•�,\G S�: . No 68182 ��• S Trif OF • � � .......... \J��. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959842 2765385-SYNERGY-8401 EJ31 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:00 2021 Page 1 I D:q I I8wLVNi6YkTT7fiBJ8hFyw6EN-HjTGfa4rOQ7KRvh4loOsl vd U PzeaKX6W3eGDg lZGwtD 1 0 0 3-8-0 1-0-0 3-8-0 Scale=1:12.8 3 5.00 12 M r r 2 ' 1 4 5x6= 3-8-0 3-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.06 2-4 >678 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) 0.05 2-4 >721 180 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-P Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical Max Horz 2=154(LC 12) Max Uplift 3=-103(LC 12),2=-317(LC 12),4=-70(LC 8) Max Grav 3=124(LC 17),2=265(LC 1),4=65(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever left and right exposed;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. 11111111111111 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 103 lb uplift at joint 3,317 lb uplift at �� OU I N VF joint 2 and 70 lb uplift at joint 4. OP �� No 68182 ST OF OR 10 N A11 11 ��` Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 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 SYNERGY HOMES-Winston-Budnik Res T23959843 2765385-SYNERGY-8401 EJ32 Jack-Open Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:01 2021 Page 1 I D:q I I8wLVNi6YkTT7fiBJ8hFyw6EN-Ivl etw4T9kFB33FHJVX5a6AhnM523_Lgl I?mCkzGwtC 2-8-0 2-8-0 Scale=1:11.4 2 5.00 12 oi 1 c? Y 3x8 11 4 3 Special 4x4= 2-8-0 2-8-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-151,[1:0-2-10,0-7-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.01 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 1-3 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a We BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x6 SP No.2 REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-4-0 Max Horz 1=101(LC 8) Max Uplift 2=-106(LC 8),3=-83(LC 4),1=-109(LC 8) Max Grav 2=110(LC 13),3=80(LC 1),1=125(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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. ,,111111111/j�� 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 �� OU I N VF '.#,o� will fit between the bottom chord and any other members. ♦♦♦ OP 5)Refer to girder(s)for truss to truss connections. ♦ , G•E•N`SF. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 106 lb uplift at joint 2,83 lb uplift at joint �.� 3 and 109 lb uplift at joint 1. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)71 lb down and 47 lb up at No 68182 2-1-1 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. *:• ,: 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard O . S T OF 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 o Uniform Loads(plf) ��T( O \O Q;.'��♦� Vert:1-2=-70,1-3=-20 i `` R ConcentrateVert:Loads (lb) '��'SS�O ` 4 ♦ �//111111111� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959844 2765385-SYNERGY-8401 EJ51 Jack-Open 2 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:03 2021 Page 1 I D:q II8wLVNi6YkTT7fiBJ8hFyw6EN-hl9Plb6jhLVvl M PfQwZZfXFtlAiaXtrcmcUtHdzGwtA X5-8-0 5-8-0 Scale=1:16.8 3 5.00 12 M r cp � N N 2 1 4 4 5x6= 5-8-0 5-8-0 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 0.87 Vert(LL) -0.05 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.09 2-4 >683 180 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-P Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical Max Horz 2=215(LC 12) Max Uplift 3=-191(LC 12),2=-260(LC 12) Max Grav 3=219(LC 17),2=372(LC 17),4=105(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-0-11 to 4-11-5,Exterior(2R)4-11-5 to 5-7-4 zone;cantilever 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 191 lb uplift at joint 3 and 260 lb uplift at ,%.% OU I N VF joint 2. No 68182 � 3 ST OF ONAO Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959845 2765385-SYNERGY-8401 EJ52 Monopitch Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:03 2021 Page 1 I D:q II8wLVNi6YkTT7fiBJ8hFyw6EN-hl9Plb6jhLVvl M PfQwZZfXFw_Ad7XtrzmcUtHdzGwtA 5-8-0 5-8-0 2x4 11 Scale=1:17.4 2 5.00 12 1 4 5 3 0• �, Special Special 3x4= 2x4 5-8-0 5-8-0 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 0.66 Vert(LL) 0.16 1-3 >387 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.17 1-3 >367 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 n/a We BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-7-7 oc bracing. REACTIONS. (size) 1=0-8-0,3=Mechanical Max Horz 1=174(LC 8) Max Uplift 1=-591(LC 8),3=-925(LC 8) Max Grav 1=881(LC 1),3=1157(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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. 11111111111111 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 591 lb uplift at joint 1 and 925 lb uplift at �� O.0 I N VF joint 3. �� 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)275 lb down and 179 lb up at `�� , •• Ci•E•jV S; �j- 1-9-1,and 1296 lb down and 1080 lb up at 3-8-12 on bottom chord. The design/selection of such connection device(s)is theF�'• 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). No 68182 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 "O Uniform Loads(plf) O S O F Vert:1-2=-70,1-3=-20 Concentrated Loads(lb) ��T(•�'.'C� O Vert:4=-275(F)5=-1296(F) ice`,` R G ,� • Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959846 2765385-SYNERGY-8401 EJ53 Jack-Open 3 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:04 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-9UinVx7LSfdmwW_r_e4oC1o3LaypGK56_GERp3zGWt9 1-10-0 5-0-0 1-10-0 3-2-0 Scale=1:16.2 3 5.00 12 m 0 N (V 1 2 ajT x6= ua 4 0 drill 5 2x4 11 4x4 1-10-0 5-0-0 1-10-0 3-2-0 Plate Offsets(X,Y)-- [1:Edge,0-2-0],[2:0-4-4,0-2-7] 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) 0.15 2-4 >397 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.13 2-4 >459 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.08 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-5:2x4 SP No.3 REACTIONS. (size) 1=Mechanical,3=Mechanical,4=Mechanical Max Horz 1=162(LC 12) Max Uplift 1=-93(LC 12),3=-134(LC 12),4=-33(LC 12) Max Grav 1=240(LC 17),3=170(LC 17),4=93(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever 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 11111111111111 will fit between the bottom chord and any other members. �, QU N VF 5)Refer to girder(s)for truss to truss connections. �� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 93 lb uplift at joint 1,134 lb uplift at jointG•E•N S' �j, 3 and 33 lb uplift at joint 4. No 68182 -�' S T E OF '44J Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959847 2765385-SYNERGY-8401 EJ54 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:05 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-egG9jH8_DzldXgZ2YLbl kyLMq_Gy?mfFDwz_MVzGwt8 3-0-0 3-8-0 5-0-0 3-0-0 0-8-0 1 4-0 Scale=1:14.1 4 4x4= 4x4= 2 5.00 12 M M N oi O GD oi aD ffe 1 � 5 7 62x4 11 2x4 11 2x4= 3-0-0 3-8-0 5-0-0 3-0-0 0-8-0 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 0.32 Vert(LL) 0.16 1-7 >355 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) 0.13 1-7 >421 180 BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0,4=Mechanical,5=Mechanical Max Horz 1=142(LC 12) Max Uplift 1=-93(LC 12),4=-48(LC 12),5=-105(LC 12) Max Grav 1=223(LC 17),4=55(LC 17),5=182(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-7=-203/365 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-4-0 to 3-0-0,Exterior(2R)3-0-0 to 4-11-4 zone;cantilever left and 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 to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. //1111111111j1� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �, OU I N 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 ``� OP• will fit between the bottom chord and any other members. , t✓•E•N 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 93 lb uplift at joint 1,48 lb uplift at joint 4 and 105 lb uplift at joint 5. No 68182 � 3 S T O F '441 44/ • •��S'`S��IV A�E�J`�� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959848 2765385-SYNERGY-8401 EJ55 Monopitch Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:06 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-6tgXwd8c_GtU9g8E536GHAtUuNcfkEbPSajXuyzGwt7 5-0-0 5-0-0 2x4 11 Scale:3/4"=1' 2 5.00 12 1 4° �0 4 5 3 Special Special 3x4= 2x4 11 5-0-0 5-0-0 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 0.49 Vert(LL) 0.09 1-3 >599 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.08 1-3 >680 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 n/a We BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-8-1 oc bracing. REACTIONS. (size) 1=0-8-0,3=Mechanical Max Horz 1=154(LC 8) Max Uplift 1=-382(LC 8),3=-571(LC 8) Max Grav 1=533(LC 25),3=630(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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. ,1111111111111 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 382 lb uplift at joint 1 and 571 lb uplift at �� OU I N VF joint 3. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)37 lb down and 16 lb up at `�� , t✓•E•N S �� 0-4-0,and 106 lb down and 56 lb up at 2-5-1,and 570 lb down and 661 lb up at 3-0-12 on bottom chord. The design/selection of �. F�'• 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). N O 68182 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 "O Uniform Loads(plf) S O T O F :4 Vert:1-2=-70,1-3=-20 Concentrated Loads(lb) �� T '.A, Q Vert:1=-37 4=-1 06(F)5=-570(F) �i `` 4 O R k�•'�• �0 N A� Joaquin Velez PE No.68182 MiTek USA,Inc.I'L Cert 6634 6904 Parke East Blvd.Tampa I'L 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959849 2765385-SYNERGY-8401 EJ56 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:07 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-a3Ov7z9Ela?Ln_jQfineVpNQhmn?eTggYgES5QOzGwt6 1-0-0 1-4-0 2-0-0 5-0-0 1-0-0 1-4-0 0-8-0 3-0-0 Scale=1:14.1 5 4x4= 4x4= M 5.00 12 3 N 0 2 0? ��JJT o cj 1 A°0° 8 2x4 7 2x4 11 0° I I 4x4= 1-4-0 2-0-0 5-0-0 1-4-0 0-8-0 3-0-0 Plate Offsets(X,Y)-- [2:0-0-0,0-0-14] 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 0.35 Vert(LL) 0.12 6-7 >475 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.12 6-7 >461 180 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical,2=0-8-0,6=Mechanical Max Horz 2=174(LC 12) Max Uplift 5=-112(LC 12),2=-258(LC 12),6=-19(LC 9) Max Grav 5=128(LC 17),2=334(LC 17),6=111(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-261/149,3-4=-256/116 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-0-11 to 1-4-0,Exterior(2R)1-4-0 to 4-11-4 zone;cantilever left and 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 to the use of this truss component. ``%J 111 I 1 it f ill 4)Provide adequate drainage to prevent water ponding. �` OU IN VF 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 `�� , ,•• G•E•N S will fit between the bottom chord and any other members. F�'• 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 112 lb uplift at joint 5,258 lb uplift at No 68182 joint 2 and 19 lb uplift at joint 6. *:• x► ST OF .� • Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959850 2765385-SYNERGY-8401 EJ61 Jack-Open 7 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:09 2021 Page 1 I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-WSWgYfBUH BG2OHtpnBgzvoVOkbglxbKr8YxCVGzGwt4 -1-0-0 3-10-0 4-10-0 5-10-0 1-0-0 3-10-0 Scale=1:17.1 4 5.00 12 v 3 4x = o 3x6= 5 0 2 v 4X6= 7 0 3x4 11 1 0' 2x4 II 5x6= 3-10-0 4-10-0 5-10-0 3-10-0 1-0-0 1-0-0 Plate Offsets(X,Y)-- [3:0-2-9,0-1-12],[6:0-2-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.04 3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.03 8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing. 3-9,6-7:2x4 SP No.3 REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical Max Horz 2=220(LC 12) Max Uplift 4=-72(LC 12),2=-259(LC 12),5=-91(LC 12) Max Grav 4=95(LC 17),2=386(LC 17),5=200(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-300/183 BOT CHORD 2-9=-428/362,3-8=-139/270,7-8=-508/422,6-7=-273/231,3-6=-399/489 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-0-11 to 4-11-5,Exterior(2R)4-11-5 to 5-9-4 zone;cantilever 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. 11111111 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,��,/OU IN V, 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 ``� OP • . will fit between the bottom chord and any other members. , G•EN S 5)Refer to girder(s)for truss to truss connections. ••��.� F�•• �i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 lb uplift at joint 4,259 lb uplift at joint 2 and 91 lb uplift at joint 5. NO 68182 ��• S OF "O N AO--00 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959851 2765385-SYNERGY-8401 FG1 Flat Girder 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:12 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-w1 BoBgDNa6edtlbOSJDgWR7TboeR8jgHgWAs5bzGwt1 3-9-1 7-6-3 11-3-4 14-3-8 17-1-13 20-0-3 , 23-0-7 26-8-11 30-5-0 34-1-4 3-9-1 3-9-1 3-9-1 3-0-4 2-10-6 2-10-6 3-8-4 Scale=1:57.9 7x10= 6x8= 2x4 11 7x10= 4x6= 4x12= 2x4 11 3x4= 8x12= 2x4 11 7x10= 4x8 I I 1 25 226 27 3 28 29 4 30 5 6 31 32 7 33 34 8 35 9 36 3710 38 11 39 12 24 23 22 21 20 19 18 17 16 15 14 13 3x10 7x8= 2x4 II 8x10= 7x8= 4x12= 3x4= 2x4 I I 7x8=6x8— 2x4 I 7x8= 3-9-1 7-6-3 11-3-4 14-3-8 17-1-13 20-0-3 23-0-7 26; 11 30-5-0 34-1-4 3-9-1 3-9-1 3-9-1 3-0 4 2-10-6 2-10-6 3-0-4 3-8-4 3-8 4 3-8 4 Plate Offsets(X,Y)-- [1:0-4-0,0-4-0],[4:0-4-0,0-4-4],[6:0-3-8,0-2-0],[9:0-6-0,0-4-8],[13:0-4-0,0-4-4],[20:0-1-12,0-4-8],[21:0-5-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.38 17 >718 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.59 16-17 >455 180 BCLL 0.0 * Rep Stress Incr NO WB 0.98 Horz(CT) 0.03 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:444 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins, 1-5:2x6 SP M 26 except end verticals. BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 3-11-15 oc bracing. 15-20:2x6 SP M 26 WEBS 2x4 SP No.3*Except* 1-24,12-13,4-21,9-17:2x8 SP 240OF 2.0E 9-18,4-20,8-19,6-19:2x4 SP No.2 REACTIONS. (size) 24=0-7-4,13=0-4-0,21=0-8-0 Max Uplift 24=-2132(LC 4),13=-2368(LC 8),21=-5375(LC 8) Max Grav 24=1154(LC 1),13=5022(LC 1),21=8242(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-24=-1058/2030,1-2=-327/2640,2-3=-327/2640,3-4=-5126/10241,4-6=-1526/2209, 6-7=-5229/2112,7-8=-5229/2112,8-9=-10021/4215,9-10=-11839/4570, 10-1 1=-1 1839/4570,11-12=-790/277,12-13=-2424/1410 BOT CHORD 23-24=-460/232,22-23=-3992/0,21-22=-3992/0,20-21=-1 0241/5126,19-20=-2209/1526, 18-19=-4215/10021,17-18=-5166/12668,16-17=-5166/12668,14-16=-2791/7619, 13-14=-2791/7619 11111 1111�, WEBS 1-23=-2310/100,2-23=-1373/1599,3-23=-2362/4387,3-22=-241/290,3-21=-6713/5677, �` U)N VF'/�� 4-21=-5374/3163,9-16=-872/627,10-16=-1184/479,11-16=-1872/4441, 11-13=-7250/2670,9-18=-2850/1043,4-20=-3877/8651,8-18=-341/1075, `�� , ,•'�( ENS'• c' �� 6-20=-3523/1711,8-19=-5202/2284,6-19=-3949/8073,7-19=-1073/680 ` F•'• NOTES- No 68182 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: — *: •: Top chords connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. - — Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. 17 Webs connected as follows:2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. •', S T O F 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 0441 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. T•'.�� Q P.'��`� 3)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ei R i� S .....•• Q� % 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 0 to the use of this truss component. 5)Provide adequate drainage to prevent water ponding. Joaquin Velez PE No.68182 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA,Inc.FL Cert 6634 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 6904 Parke East Blvd.Tampa FL 33610 will fit between the bottom chord and any other members. Date: 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2132 lb uplift at joint 24,2368 lb uplift at May 14,2021 Co Mlltet$M 2 lb uplift at joint 21. 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 SYNERGY HOMES-Winston-Budnik Res T23959851 2765385-SYNERGY-8401 FG1 Flat Girder 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:12 2021 Page 2 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-w1 BoBgDNa6edtlbOSJDgWR7TboeR8jgHgWAs5bzGwt1 NOTES- 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)582 lb down and 741 lb up at 0-3-10,636 lb down and 892 lb up at 2-0-12,636 lb down and 892 lb up at 4-0-12,641 lb down and 892 lb up at 6-0-12,551 lb down and 765 lb up at 8-0-12,551 lb down and 765 lb up at 10-0-12,551 lb down and 401 lb up at 12-2-4,551 lb down and 401 lb up at 14-2-4,551 lb down and 401 lb up at 16-2-4,551 lb down and 394 lb up at 18-2-4,551 lb down and 365 lb up at 20-2-4,551 lb down and 332 lb up at 22-2-4,551 lb down and 296 lb up at 24-2-4,551 lb down and 255 lb up at 26-2-4,551 lb down and 212 lb up at 28-2-4,551 lb down and 212 lb up at 30-2-4,and 551 lb down and 212 lb up at 32-2-4,and 1905 lb down and 1227 lb up at 33-9-10 on top 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:1-12=-70,13-24=-20 Concentrated Loads(lb) Vert:1=-582 12=-1751 11=-551 8=-551 6=-551 25=-636 26=-636 27=-641 28=-551 29=-551 30=-551 32=-551 33=-551 35=-551 36=-551 37=-551 38=-551 39=-551 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 SYNERGY HOMES-Winston-Budnik Res T23959852 2765385-SYNERGY-8401 FG2 Flat Girder 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:14 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-tPJZbMFd5kuL62lmZkG8csDmCcNTceMaHgfyAUzGwt? 4-0-10 7-7-12 11-4-12 , 14-3-3 17-1-10 20-0-1 22-10-8 26-5-9 30-0-11 34-1-4 4-0-10 3-9-0 2-10-7 2-10-7 2-10-7 2-10-7 3-7-1 3-7-1 Scale=1:57.9 Special Special 6x8= 3x8 II 3x4= 7x8= 8x12= 2x4 11 4x8= 7x8= 2x4 11 7x10= 4x12 11 1 24 2 25 3 26 27 4 28 5 29 30 6 31 32 7 33 8 34 9 35 10 36 11 1-71 19 18 17 16 15 14 13 12 23 22 21 20 7x8= 4x12= 2x4 I I 3x4= 5x8= 7x8= 3x6 6x8= 3x10= 7x8= 6x8= 2x4 4-0-10 7-7-12 11-4-12 11 -4 14-3-3 t7-1170 M;09-1 22-10-8 26-5-9 30-0-11 34-1-4 4-0-190 3-7-2 3-9-0 0- -8 2-7-15 2-10-7 2_ _7 2_ _7 3-7-1 3-7-1 4-0-9 Plate Offsets(X,Y)-- [5:0-5-0,0-4-8],[8:0-4-0,0-4-8],[12:0-4-0,0-4-12],[18:0-54,0-1-12],[19:0-4-0,04-8],[20:0-4-0,04-12],[21:0-3-8,0-1-8] 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 0.79 Vert(LL) 0.53 15-16 >503 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.58 15-16 >463 180 BCLL 0.0 * Rep Stress Incr NO WB 0.91 Horz(CT) -0.03 20 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:442 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, 1-5:2x6 SP M 26 except end verticals. BOT CHORD 2x6 SP M 26*Except* BOT CHORD Rigid ceiling directly applied or 3-11-15 oc bracing. 19-23:2x6 SP No.2 WEBS 2x4 SP No.3*Except* 1-23,11-12,4-20:2x8 SP 240OF 2.0E 5-18,7-18,7-16,10-12,8-15,10-15,4-21,1-22,3-22:2x4 SP No.2 REACTIONS. All bearings 11-7-4 except(jt=length)12=0-6-0. (lb)- Max Uplift All uplift 100 lb or less at joint(s)except 23=-787(LC 4),12=-4003(LC 8), 20=-5486(LC 8),21=-1152(LC 25),22=-1725(LC 4) Max Grav All reactions 250 lb or less at joint(s)21 except 23=457(LC 1),12=5315(LC 25),20=8221(LC 1),20=8221(LC 1),22=1552(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-470/834,1-2=-963/1458,2-3=-963/1458,3-4=-2599/3945,4-5=-6620/9965, 5-6=-5023/3039,6-7=-5023/3039,7-8=-12371/8510,8-9=-12016/8646,9-10=-12016/8646, 10-11=-915/696,11-12=-2704/2059 BOT CHORD 21-22=-3945/2599,20-21=-9965/6620,19-20=-2407/1920,18-19=-2407/1920, ``�rtll 17-18=-6550/9979,16-17=-6550/9979,15-16=-8510/12371,13-15=-6103/8188, ,`�� Qv IN VF � 12-13=-6103/8188 `� OP ��. I WEBS 4-20=-4164/3020,5-20=-8200/5124,5-19=-333/262,5-18=-5355/8061,6-18=-1015/650, ``�� , ,••�G•E•N S' �0� 7-18=-5377/3814,7-16=-2151/2642,8-16=-943/851,10-12=-7642/5681,8-15=-375/279, •• �. F�'• 9-15=-1194/1013,10-15=-2683/4038,4-21=-4224/6325,1-22=-1549/1100, 3-21=-1423/1588,2-22=-1679/1871,3-22=-1726/2624 NO 68182 NOTES- - — 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: '>7 Top chords connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. O••• S T O F :J Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. 441 Webs connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. T(� A" Q;.'• 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 �i�`' O Rply connections have •' G�,�� en provided to 3)Wind:ASCE 7-16;Vute distribute 170mph(3 seco dgust)Vasd=132mph;TCDL)5.psf;BCDL=5.Opsfl h 115ft;indicated.or(B),unless otherwise 45ft;L=60ft;eave=7ft;Cat. �i�sS i�N A� 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Joaquin Velez PE No.68182 to the use of this truss component. MiTek USA,Inc.FL Cert 6634 5)Provide adequate drainage to prevent water ponding. 6904 Parke East Blvd.Tampa FL 33610 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Date: 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 May 14,2021 CorltliNdae 13e bottom chord and any other members. 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 SYNERGY HOMES-Winston-Budnik Res T23959852 2765385-SYNERGY-8401 FG2 Flat Girder 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:14 2021 Page 2 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-tPJZbMFd5kuL62lmZkG8csDmCcNTceMaHgfyAUzGwt? NOTES- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 787 lb uplift at joint 23,4003 lb uplift at joint 12,5486 lb uplift at joint 20,1152 lb uplift at joint 21 and 1725 lb uplift at joint 22. 9)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)582 lb down and 741 lb up at 0-3-10,636 lb down and 892 lb up at 2-0-12,636 lb down and 892 lb up at 4-0-12,539 lb down and 757 lb up at 6-0-12,551 lb down and 765 lb up at 8-0-12,551 lb down and 765 lb up at 10-0-12,551 lb down and 401 lb up at 12-2-4,551 lb down and 401 lb up at 14-2-4,551 lb down and 401 lb up at 16-2-4,551 lb down and 408 lb up at 18-2-4,551 lb down and 437 lb up at 20-2-4,551 lb down and 470 lb up at 22-2-4,551 lb down and 505 lb up at 24-2-4,558 lb down and 546 lb up at 26-2-4,616 lb down and 590 lb up at 28-2-4,641 lb down and 589 lb up at 30-2-4,and 641 lb down and 589 lb up at 32-2-4,and 2179 lb down and 1599 lb up at 33-9-10 on top 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:1-11=-70,12-23=-20 Concentrated Loads(lb) Vert:1=-582 11=-1960 5=-551 7=-551 10=-551 9=-551 2=-636(F)24=-636(F)25=-539 26=-551 27=-551 28=-551 30=-551 31=-551 33=-551 34=-551 35=-551 36=-551 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 SYNERGY HOMES-Winston-Budnik Res T23959853 2765385-SYNERGY-8401 FG3 Roof Special Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:16 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-poRJ02GtdL83MMv9h91ch H I ByP6f4ZMtl883DMzGwsz 2-10-8 7-0-8 11-2-8 , 14-1-0 2-10-8 4-2-0 4-2-0 2-10-8 3x6 11 5x6= 5x6= Scale=1:28.9 5x6= 5x6= 1 13 2 14 15 3 16 17 4 18 19 5 0 0 u� 0 da8= 9 7x8 I o 3x8= IF Ll11 7 6x8= 2x4 11 2x4 11 6x8= 2-10-8 7-0-8 11-2-8 14-1-0 2-10-8 4-2-0 4-2-0 2-10-8 Plate Offsets(X,Y)-- [2:0-3-0,0-3-8],[4:0-3-0,0-3-8],[8:0-5-8,0-4-4],[10:0-5-8,0-4-4] 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 0.45 Vert(LL) 0.07 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.08 8-9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.88 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:124 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 2-11,4-7:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-10 oc bracing. WEBS 2x4 SP No.3*Except* 1-12,5-6:2x6 SP No.2 REACTIONS. (size) 12=0-3-8,6=0-3-0 Max Uplift 12=-1208(LC 4),6=-1580(LC 4) Max Grav 12=1937(LC 2),6=2325(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-1896/1209,1-2=-1222/807,2-3=-2054/1419,3-4=-2054/1419,4-5=-1496/1047, 5-6=-2288/1580 BOT CHORD 2-10=-1355/970,9-10=-828/1256,8-9=-1070/1529,4-8=-1657/1241 WEBS 1-10=-1263/1908,2-9=-748/1009,3-9=-1080/883,4-9=-443/666,5-8=-1628/2318 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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 �� QU IN VF to the use of this truss component. `� OP •��. i� 3)Provide adequate drainage to prevent water ponding. `�� , •.• Ns 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �. F 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. No 68182 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1208 lb uplift at joint 12 and 1580 lb *:• uplift at joint 6. - 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)348 lb down and 209 lb up at '>7 0-2-12,337 lb down and 239 lb up at 2-1-4,322 lb down and 284 lb up at 4-1-4,339 lb down and 336 lb up at 6-1-4,395 lb down �:•' S F and 394 lb up at 8-1-4,465 lb down and 452 lb up at 10-1-4,and 522 lb down and 427 lb up at 12-1-4,and 528 lb down and 424 lb up at 13-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. ��T�.A �� • ORk•• •\G �,` LOAD CASE(S) Standard lI'�`SS \ % 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �,�O N A�E �� Uniform Loads(plf) Vert:1-5=-70,11-12=-20,8-10=-20,6-7=-20 Joaquin Velez PE No.68182 Concentrated Loads(lb) MiTek USA,Inc.FL Cert 6634 Vert:1=-300 13=-279 14=-279 15=-279 16=-279 17=-279 18=427 19=-434 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959854 2765385-SYNERGY-8401 G03 Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:17 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-H_?hEOHVOfGwzWULFsprDUq HCpLRp7X1_otdmpzGwsy 1-0-0 5-0-0 9-1-0 13-2-0 18-2-0 19-2-0 1-0-0 5-0-0 4-1-0 4-1-0 5-0-0 1-0-0 Scale=1:33.2 Special 5x8= 2x4 5x8— 5.00 12 3 4 5 ao N ccqq 2 6 r u�1 7 I�h cell to e @ 10 11 9 8 e 5x6= 2x4 11 Special 7x8— 2x4 11 5x6= Special 5-0-0 9-1-0 13-2-0 18-2-0 5-0-0 4-1-0 4-1-0 5-0-0 Plate Offsets(X,Y)-- [2:0-3-1,0-0-13],[3:0-5-12,0-2-8],[5:0-5-12,0-2-8],[6:0-3-1,0-0-13],[9:0-4-0,0-4-8] 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 0.80 Vert(LL) 0.25 9-10 >828 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.21 9-10 >995 180 BCLL 0.0 * Rep Stress Incr NO WB 0.43 Horz(CT) -0.05 6 n/a We BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:94 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-11-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,6=0-8-0 Max Horz 2=-142(LC 23) Max Uplift 2=-1640(LC 8),6=-1356(LC 8) Max Grav 2=1456(LC 1),6=1177(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2858/3032,3-4=-2807/3115,4-5=-2807/3115,5-6=-2126/2297 BOT CHORD 2-10=-2626/2523,9-10=-2669/2560,8-9=-1961/1866,6-8=-1948/1861 WEBS 3-10=-628/569,3-9=-675/438,4-9=-299/287,5-9=-1163/1131,5-8=-292/172 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,`,�1111111/j�, 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� QU IN VF to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. `�� , •.• Ns 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �. F 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 will fit between the bottom chord and any other members. No 68182 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1640 lb uplift at joint 2 and 1356 lb uplift *:• at joint 6. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)466 lb down and 494 lb up at 'p 5-0-0 on top chord,and 117 lb down and 99 lb up at 5-0-0,and 611 lb down and 538 lb up at 6-10-4 on bottom chord. The O••• S 0 F design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ��T�.A O P �� • ORk•• •\G �,` LOAD CASE(S) Standard lI'�`SS \ % 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �,�O N A- E�� Uniform Loads(plf) Vert:1-3=-70,3-5=-70,5-7=-70,2-6=-20 Joaquin Velez PE No.68182 Concentrated Loads(lb) MiTek USA,Inc.FL Cert 6634 Vert:3=-204(F)10=-82(F)11=-576(F) 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959855 2765385-SYNERGY-8401 G04 Roof Special Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:18 2021 Page 1 I D:q II8wLVNi6YkTT7fiBJ8hFyw6EN-IAZ3Rkl89yOnbg3YoaK4miNXNDn3YbfACSdAI FzGwsx 1-0-0 3-0-0 5-3-0 5-11-0 7-7-0 8-3-0 11-3-0 1-0-0 3-0-0 2-3-0 0-8-0 1-8-0 0-8-0 3-0-0 Scale=1:21.4 Special Sx6= Special = 4x4— Special Special 4x4 5x6= 5 13 6 7 4x4= 2x4 11 5.00 12 3 8 Ll ro ao 2 d° 6, 12 113x4= 14 15 10 9 3x4 4 2x4 Special Special 3x8— 6x8= Special Special 3-0-0 5-3-0 5-11-0 7-7-0 8-3-0 11-3-0 3-0-0 2-3-0 0-8-0 1-8-0 0-8-0 3-0-0 Plate Offsets(X,Y)-- [2:0-0-4,0-1-2],[5:0-3-0,0-2-4] 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 0.46 Vert(LL) 0.14 10-11 >936 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.12 10-11 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.38 Horz(CT) -0.03 9 n/a We BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:55 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-10-11 oc bracing. REACTIONS. (size) 9=Mechanical,2=0-8-0 Max Horz 2=136(LC 8) Max Uplift 9=-641(LC 8),2=-813(LC 8) Max Grav 9=630(LC 29),2=771(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1278/1368,3-4=-1130/1280,4-5=-1197/1353,5-6=-1055/1207,6-7=-1124/1260 BOT CHORD 2-12=-1251/1115,11-12=-1287/1141,10-11=-1218/1101,9-10=-1160/1042 WEBS 3-12=-349/288,4-11=-318/343,6-10=-318/258,7-9=-1126/1271 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and 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 ,%%J11111111/j, to the use of this truss component. �, CQU I N VF 1,11,�� 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. t✓•E•N 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 ••��.\ `SF�'• �i will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. N O 68182 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 641 lb uplift at joint 9 and 813 lb uplift at *:• ,: joint 2. - 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)323 lb down and 266 lb up at 'p 3-0-0,242 lb down and 180 lb up at 5-11-0,and 162 lb down and 120 lb up at 6-9-12,and 242 lb down and 180 lb up at 7-7-0 on O S 0 F top chord,and 70 lb down and 203 lb up at 3-0-0,44 lb down and 136 lb up at 5-11-0,and 25 lb down and 86 lb up at 6-9-12,and 44 lb down and 136 lb up at 7-7-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. �i�`` ••••. R \� .• A'� 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 'e;SS/O N A' LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Joaquin Velez PE No.68182 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-3=-70,3-4=-70,4-5=-70,5-6=-70,6-7=-70,7-8=-70,2-9=-20 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 Continued on a e 2 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 SYNERGY HOMES-Winston-Budnik Res T23959855 2765385-SYNERGY-8401 G04 Roof Special Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:18 2021 Page 2 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-IAZ3Rkl89yOnbg3YoaK4miNXNDn3YbfACSdAI FzGwsx LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-18(B)5=-32(B)6=-32(B)12=-70(B)10=-25(B)13=-24(B)14=-25(B)15=-13(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 SYNERGY HOMES-Winston-Budnik Res T23959856 2765385-SYNERGY-8401 G05 Hip 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:20 2021 Page 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-hZggsPJOhaeVrzCww?MYr7SmS1 P30RATgl6HM8zGwsv 1-0-0 5-10-0 12-4-0 18-2-0 1-0-0 5-10-0 6-6-0 5-10-0 Scale:3/8"=1' 5x8= 5x6= 3 4 5.00 12 0 N 2 5 IT � e 10 9 8 5x6= 2x4 11 3x4= 6x8= 4x4= 7 6 5-10-0 10-4-8 12-4-0 18-2-0 5-10-0 4-6-8 1-11-8 5-10-0 Plate Offsets(X,Y)-- [3:0-5-4,0-2-4],[4:0-3-0,0-2-4],[6:0-3-8,0-3-0] 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 0.93 Vert(LL) 0.22 2-9 >534 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.20 2-9 >588 180 BCLL 0.0 * Rep Stress Incr YES WB 0.63 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:74 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-6-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-1-0 except Qt=length)2=0-8-0,7=0-3-8. (lb)- Max Horz 2=157(LC 11) Max Uplift All uplift 100 lb or less at joint(s)5 except 2=-728(LC 12),6=-720(LC 12),7=-119(LC 11) Max Grav All reactions 250 lb or less at joint(s)7 except 5=253(LC 18),2=598(LC 21),6=909(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-723/1738 BOT CHORD 2-9=-1437/583,7-9=-1487/590,6-7=-1487/590,5-6=-83/333 WEBS 3-9=-882/231,3-6=-738/2007,4-6=-476/688 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-0-11 to 4-11-5,Exterior(2E)4-11-5 to 18-2-0 zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 ,`I11111 11111j� plate grip DOL=1.60 �� Qv IN VF � 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `� OP ��. i� to the use of this truss component. (,•E•N 4)Provide adequate drainage to prevent water ponding. •'•�.� `SF�'• 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 No 68182 will fit between the bottom chord and any other members. *:• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except Qt=lb) 2=728,6=720,7=119. '0 . �� • S OF • � � 441 ,5,10 N A101, Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959857 2765385-SYNERGY-8401 HJ1 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:22 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-eyoaH5LeDBuC4H MJ 1 QPOwYI'CogG4UTYm73bOROzGwst -1-5-0 1-8-6 1-5-0 1-8-6 Scale=1:7.6 3 i 3.54 12 2 Ci Qo 4 Qo 4x4= 1-8-6 1-8-0 Plate Offsets(X,Y)-- [2:0-2-0,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 0.56 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2 >999 180 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-P Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-10-9,4=Mechanical Max Horz 2=78(LC 12) Max Uplift 3=-18(LC 9),2=-270(LC 12) Max Grav 3=25(LC 13),2=232(LC 1),4=32(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever 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. �� QU(N V 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=270. .` J *G•E•N S' . c' '•� No 68182 ;�•• S OF O'�. A, P •'��: Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959858 2765385-SYNERGY-8401 HJ3 Diagonal Hip Girder 3 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:23 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-68MyURLG_V03iRxVb7wFT140QEaoDwovMjKxzTzGwss -1-5-0 4-2-3 1-5-0 4-2-3 Scale=1:11.2 3 3.54 12 Special 5 Special oi 71 1 Q° 6 4 Special 0° 0° Special 2x4= 4-2-3 4-2-3 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) 0.03 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) 0.03 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a We BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-10-15,4=Mechanical Max Horz 2=131(LC 8) Max Uplift 3=-106(LC 8),2=-440(LC 8),4=-81(LC 4) Max Grav 3=107(LC 28),2=255(LC 1),4=76(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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) ,♦.% QU I N VF 3=106,2=440. ♦♦ OP •��. I� 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)147 lb down and 121 lb up at ♦♦♦ , •• t✓•E•N S �� 1-4-15,and 147 lb down and 121 lb up at 1-4-15 on top chord,and at 1-4-15,and at 1-4-15 on bottom chord. The •• �. F••• design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). No 68182 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 "O Uniform Loads(plf) O:• S T O F Vert:1-3=-70,2-4=-2044/ Concentrated Loads(lb) �� Tt•�'.'C� O Q;.•��; Vert:5=98(F=49,B=49) �i `` • • O R SN 11111101 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959859 2765385-SYNERGY-8401 HJ5 Diagonal Hip Girder 5 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:26 2021 Page 1 I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-Wj 157TO9HQPeZvg4GFTy5OigeRW WQHXL2hZbanzGwsp 1 5-0 3-7-2 7-0-2 1-5-0 3-7-2 3-5-0 Scale=1:15.8 3 Special 3.54 12 Special 6 Special 5 Special 2 1 7 8 4 4° Special Special Special Special 4x4= 7-0-2 7-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.32 2-4 >251 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.27 2-4 >295 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a We BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-10-15,4=Mechanical Max Horz 2=192(LC 8) Max Uplift 3=-239(LC 8),2=-570(LC 8),4=-149(LC 5) Max Grav 3=239(LC 28),2=425(LC 1),4=122(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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. ``��►11 1111/�� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 3=239,2=570,4=149. .�� 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)130 lb down and 69 lb up at `�� , ,•• t✓•E•N S �0 1-4-15,147 lb down and 121 lb up at 1-4-15,and 203 lb down and 175 lb up at 4-2-15,and 162 lb down and 104 lb up at 4-2-15 on •• F�'• top chord,and at 1-4-15, at 1-4-15,and 95 lb down and 5 lb up at 4-2-15,and 12 lb down at 4-2-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. No 68182 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). *:• k LOAD CASE(S) Standard '>7 : :x 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 O',• ST OF :4 Uniform Loads(plf) Vert:1-3=-70,2-4=-20 "e'\A R `�P.•��`: Concentrated Loads(lb) i� .......... �? Vert:5=49(F)6=-53(B)8=-12(B) �i�sS�O N A�� % Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959860 2765385-SYNERGY-8401 HJ6 Diagonal Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:30 2021 Page 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-PUHcygRfKev41 WzrV5YuFEtZe3p3M3vxzJXpjZzGwsl 1-5-0 4-2-3 5-5-0 8-2-4 1-5-0 4-2-3 1-2-14 2-94 Scale=1:19.8 Special 4 Special 9 Io 3.54 12 2x4 Special Special 3 8 n Special Special N w 7 2 1 d° p° 10 11 12 p° 6 Special Special Special 4x4 Special Special Special 6 5 3x4= 8-2-4 8-2-4 Plate Offsets(X,Y)-- [6:Edge,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 0.57 Vert(LL) 0.37 2-6 >249 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.31 2-6 >299 180 BCLL 0.0 * Rep Stress Incr NO WB 0.17 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical,2=0-10-15,6=Mechanical Max Horz 2=218(LC 8) Max Uplift 4=-154(LC 9),2=-543(LC 8),6=-492(LC 8) Max Grav 4=147(LC 28),2=499(LC 28),6=398(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-602/380 BOT CHORD 2-6=-489/500 WEBS 3-6=-580/567 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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. 11111 111/ 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. IN N VF,,�� 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. G•E•N 5)Refer to girder(s)for truss to truss connections. `SF 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=154,2=543,6=492. No 68182 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)147 lb down and 121 lb up at *:• •: 1-4-15,147 lb down and 121 lb up at 1-4-15,162 lb down and 104 lb up at 4-2-15,162 lb down and 104 lb up at 4-2-15,and 224 lb down and 205 lb up at 7-0-14,and 224 lb down and 205 lb up at 7-0-14 on top chord,and at 1-4-15, at 1-4-15,12 lb down and "O 69 lb up at 4-2-15,12 lb down and 69 lb up at 4-2-15,and 41 lb down and 122 lb up at 7-0-14,and 41 lb down and 122 lb up at O S OF 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �0�T� LOAD CASE(S) Standard 'I SS � 'I-- 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ��I��N A;I; Uniform Loads(plf) Vert:1-4=-70,2-5=-20 Joaquin Velez PE No.68182 Concentrated Loads(lb) MiTek USA,Inc.FL Cert 6634 Vert:7=98(F=49,B=49)9=-120(F=-60,B=-60)12=-41(F=-21,B=-21) 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 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 SYNERGY HOMES-Winston-Budnik Res T23959861 2765385-SYNERGY-8401 HJ31 Diagonal Hip Girder 2 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:25 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-2XUjv7NXW6Hnxl5ujYyjYAAm62EKhglCp1 p22LzGwsq 1-5-0 5-1-8 1-5-0 5-1-8 Scale=1:13.2 Special 3 6 Special 0 3.54 12 5 Special 2 1 7 4 Special Special 2x4= 5-1-8 5-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.08 2-4 >686 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.07 2-4 >844 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-11-5,4=Mechanical Max Horz 2=151(LC 8) Max Uplift 3=-152(LC 8),2=-469(LC 8),4=-111(LC 4) Max Grav 3=175(LC 28),2=325(LC 1),4=101(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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. 11111111111111 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� O.0 I N 3=152,2=469,4=111. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)147 lb down and 121 lb up at `�� , ,••�G•E•N S' ��i 1-4-15,and 143 lb down and 99 lb up at 4-2-15,and 130 lb down and 108 lb up at 4-2-15 on top chord,and 15 lb down and 10 lb �. F�'• up at 4-2-15,and 9 Ib down and 4 Ib up at 4-2-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. No 68182 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). *:• ,: LOAD CASE(S) Standard "O 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 S OF Uniform Loads(plf) .O • Vert:1-3=-70,2-4=-20 ,��t�• �� \ P•'��`� Concentrated Loads(lb) R •\G ,� Vert:5=49(B)7=-7(F=-3,B=-4) "O N A ! ;;```0`` Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959862 2765385-SYNERGY-8401 HJ51 Diagonal Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:27 2021 Page 1 I D:q I I8wLVNi6YkTT7fiBJ8hFyw6EN-_vbTKpPn ljXVA2FGgz?BdbF2orpc9iOVHL186EzGwso 1-5-0 4-0-12 5-2-8 7-11-7 1-5-0 4-0-12 1-1-12 2-8-15 Scale=1:17.5 Special 4 Special 10 9 3.54 F12 Special 2x4 Special 3 8 Special Special 7 2 1 ] 11 12 13 14 6 4° Special Special Special Special Special Special 5 4x4= 3x4= 7-11-7 7-11-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.25 2-6 >365 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.26 2-6 >346 180 BCLL 0.0 * Rep Stress Incr NO WB 0.15 Horz(CT) -0.01 6 n/a We BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:31 Ito FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical,2=0-10-15,6=Mechanical Max Horz 2=213(LC 8) Max Uplift 4=-141(LC 9),2=-511(LC 8),6=-375(LC 8) Max Grav 4=137(LC 28),2=482(LC 28),6=381(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-631/352 BOT CHORD 2-6=-445/480 WEBS 3-6=-557/515 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� QU I N V''�/��♦ 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. ��` ,O•• G•E•N S'•��♦♦�i 6)Refer to girder(s)for truss to truss connections. F 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) N 0 68182 4=141,2=511,6=375. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)147 Ito down and 121 lb up at Z *: •: 1-4-15,147 Ito down and 121 lb up at 1-4-15,162 lb down and 104 Ito up at 4-2-15,162 Ito down and 104 lb up at 4-2-15,and 218 lb - — down and 184 Ito up at 6-4-6,and 217 Ito down and 203 lb up at 7-0-14 on top chord,and at 1-4-15, at 1-4-15,12 lb down and 69 17 lb up at 4-2-15,12 Ito down and 69 lb up at 4-2-15,and 27 lb down at 6-4-6,and 46 Ito down and 122 lb up at 7-0-14 on bottom O••, ST O F chord. The design/selection of such connection device(s)is the responsibility of others. 441 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). T P LOAD CASE(S) Standard ♦i SSA � '\ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 A0 Uniform Loads(plf) 1111 �``, Vert:1-4=-70,2-5=-20 Joaquin Velez PE No.68182 Concentrated Loads(Ib) MiTek USA,Inc.FL Cert 6634 Vert:7=98(F=49,B=49)9=-28(B)10=-68(F)13=-13(B)14=-23(F) 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 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 SYNERGY HOMES-Winston-Budnik Res T23959863 2765385-SYNERGY-8401 HJ52 Diagonal Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:28 2021 Page 1 I D:ql I8wLVNi6YkTT7fiBJ8hFyw6EN-S69rY8PPol fMoCgTOgWQApoC?F9ouB3eV?2ifgzGwsn -1-5-0 5-0-12 7-0-2 1-5-0 5-0-12 1-11-6 4 Scale=1:16.9 Special I� 3.54 12 Special 10 a 0 Special Special c' N 9 3 5 2 3 6= 6 13 x II 5 m 1Ll 6 �< 11 8 12 7 Special 2x4 II Special 2x4 II Special Special 3x4= 5-0-12 7-0-2 5-0-12 1-11-6 Plate Offsets(X,Y)-- [3:0-2-9,0-1-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.18 3-6 >433 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.21 3-6 >384 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.06 5 n/a We BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:29 Ito FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical,2=0-10-15,5=Mechanical Max Horz 2=192(LC 8) Max Uplift 4=-172(LC 8),2=-414(LC 8),5=-53(LC 8) Max Grav 4=204(LC 28),2=452(LC 28),5=165(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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. 11111111/ 5)Refer to girder(s)for truss to truss connections. �%.%% O.0 I N 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except Qt=lb) `♦ OP.• . •��. �� 4=172,z=a1a. ♦.` J .•'�G•E•N 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)147 Ito down and 121 lb up at 1-4-15,147 Ito down and 121 lb up at 1-4-15,and 180 lb down and 148 Ito up at 4-2-15,and 162 lb down and 104 lb up at 4-2-15 on top chord,and at 1-4-15, at 1-4-15,and 12 Ito down at 4-2-15,and 12 lb down and 69 Ito up at 4-2-15 on bottom chord. The No 68182 design/selection of such connection device(s)is the responsibility of others. *:• •: 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard O'•• S C F 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) ��T(•'.A O Q;.'��♦� Vert:1-4=-70,2-7=-20,3-5=-20 R Concentrate goads(lb) B=49) i0 N A0—��`♦ Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959864 2765385-SYNERGY-8401 K01 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:31 2021 Page 1 I D:q I I8wLVNi6YkTT7fiBJ8hFyw6EN-thr_AASH5yl xfgY23p37oRQfHSBz5Lo4CzGM F?zGwsk -1-0-0 3-8-0 6-6-0 7-4-0 , 8-0-0 , 10-2-0 12-11-0 1-0-0 3-8-0 2-10-0 0-10-0 0-8-0 2-2-0 2-9-0 Scale=1:24.5 5x8= 3x6= 4 5 6x8= 6x8= 6 7 5.00 12 16 2x4 11 3 14 N o r N 2 10 8 i 5x8= 9 3x4= 2x4 11 to 6° o° o• 6, 11 2x4= 15 5x6= 3x4 II 2x4— 3-8-0 6-6-0 7-4-0 8-0-0 10-2-0 t2-11-0 3-8-0 2-10-0 0-10-0 0-8-0 2-2-0 2-9-0 Plate Offsets(X,Y)-- [4:0-4-0,0-1-13],[5:0-3-0,0-2-4],[10:0-3-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.15 9-10 >970 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.13 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(CT) -0.05 15 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:71 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 3-11:2x6 SP No.2,12-13,13-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-0-6 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 7-9 7-15,7-9:2x4 SP No.2 REACTIONS. (size) 2=0-8-0,15=Mechanical Max Horz 2=223(LC 12) Max Uplift 2=-463(LC 12),15=-344(LC 12) Max Grav 2=699(LC 17),15=554(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1014/1223,3-4=-1617/2256,4-5=-956/1313,5-6=-887/1193,6-7=-925/1240, 8-15=-605/816,7-8=-538/828 BOT CHORD 2-11=-1331/960,3-10=-349/637,9-10=-1283/944 WEBS 4-10=-1076/703,9-14=-1100/825,7-14=-1164/864,6-14=-172/287 NOTES- 1)Unbalanced roof live loads have been considered for this design. //111111111111 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. �� QU N 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-0-11 to 4-11-5,Exterior(2N)4-11-5 to 6-6-0,Corner(3E) ``, OP• •<� ,,, 6-6-0 to 8-0-0,Exterior(2N)8-0-0 to 12-9-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for , G•E•IV reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •'��.� `SF�'• �i 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. No 68182 4)Provide adequate drainage to prevent water ponding. *:• •: 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 "O will fit between the bottom chord and any other members. 3 S T E OF :4 7)Refer to girder(s)for truss to truss connections. , 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� Tt A, '' % 2=463,15=344. �i�`` ••' 0 R •' G�,�� 0 N A�E��• Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959865 2765385-SYNERGY-8401 K02 Roof Special Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:33 2021 Page 1 I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-p3zkbsTYdZHfuziQBD5btsV4cGs9ZK7NfHITKtzGwsi 1-0-0 2-4-5 3-8-0 , 5-0-0 8-10-0 9-6-0 10-2-0 12-11-0 1-0-0 2-4-5 1-3-11 1-4-0 3-10-0 0-8-0 0-8-0 2-9-0 Scale=1:24.3 Special 4x4= Special Special 4x6= Special Special 5 17 6 6x8= 4x4= 5.00 12 3x4� 7 18 19 8 3x4 4 3 m M 'b M N N 2 14 11 O 13 4x8= 20 12 4x12— o Q 3x4= Special 3x4= o° 2. 16 15 Special Special 10 21 22 9 3x4— 3x4= 2x4 I I 3x6= 3x6 11 Special Special 2 4-5 3-8-0 5- -0 8-10-0 10-2-0 12-11-0 2-4-5 1-3-11 1-40-0 3-10-0 1 4-0 2-9-0 Plate Offsets(X,Y)-- [2:0-0-0,0-1-2],[7:04-0,0-5-8],[14:0-6-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.15 13 >974 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.16 13 >945 180 BCLL 0.0 * Rep Stress Incr NO WB 0.52 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 4-15:2x4 SP No.3,7-10:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical,2=0-8-0 Max Horz 2=177(LC 8) Max Uplift 9=-762(LC 8),2=-746(LC 8) Max Grav 9=1137(LC 29),2=1061(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1655/983,3-4=-2774/1817,4-5=-2190/1480,5-6=-2070/1418,6-7=-2127/1438, 7-8=-1156/778,8-9=-10331741 BOT CHORD 2-16=-941/1452,15-16=-193/291,4-14=-356/587,13-14=-1800/2702,12-13=-1399/2079, 11-12=-1163/1717,10-11=-753/536,7-11=-901/638 WEBS 4-13=-765/484,5-13=-197/437,7-12=-342/441,8-10=-988/1452,3-16=-817/593, 14-16=-883/1370,3-14=-810/1172 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,,% N � QU 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. • • `` OP• � • •<�. ,' 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `�� , ••'�GEN 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �. F to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. No 68182 5)This truss has been designed fora 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 will fit between the bottom chord and any other members. 'p 7)Refer to girder(s)for truss to truss connections. i S O F 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Q 9=762,2=746. T(•'. P 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. i `` •...... • •• •• O R \.•'\ �� 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)436 lb down and 399 lb up at 5-0-0,195 Ib down and 160 lb up at 6-11-0,195 lb down and 174 lb up at 8-10-0,and 105 lb down and 66 lb up at 10-9-4,and 139 lb down and 128 lb up at 12-5-4 on top chord,and 191 lb down and 134 lb up at 5-0-0,70 lb down and 53 lb up at 6-11-0,70 lb down and 53 lb up at 8-9-4,and 149 lb down and 125 lb up at 10-9-4,and 84 lb down and 32 lb up at 12-5-4 on bottom chord. Joaquin Velez PE No.68182 The design/selection of such connection device(s)is the responsibility of others. MiTek USA,Inc.FL Cert 6634 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard May 14,2021 Continued on a e 2 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 SYNERGY HOMES-Winston-Budnik Res T23959865 2765385-SYNERGY-8401 K02 Roof Special Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:33 2021 Page 2 I D:gll8wLVNi6YkTT7fiBJ8hFyw6EN-p3zkbsTYdZHfuziQBD5btsV4cGs9ZK7NfHITKtzGwsi LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-70,5-6=-70,6-7=-70,7-8=-70,2-15=-20,11-14=-20,9-10=-20 Concentrated Loads(lb) Vert:5=-144(F)6=-68(F)13=-150(F)12=-61(F)17=-68(F)19=-56(F)20=-61(F)21=-143(F)22=-76(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 SYNERGY HOMES-Winston-Budnik Res T23959866 2765385-SYNERGY-8401 L01 Hip Girder 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:34 2021 Page 1 I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-H FW7oCUAOtPV W7HdkxdgP42KpgE6luhXuxVOsKzGwsh 3-4-8 4-9-8 8-2-0 3-4-8 1-5-0 34-8 Scale=1:15.3 4x4= 4x4= 2 3 5.00 12 m 0 4 1 I 7 62x4 52x4 II 8 9 Special II Special Special 2x4= 2x4= 3-4-8 4-9-8 8-2-0 3-4-8 1-5-0 34-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.03 1-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.04 1-6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.12 Horz(CT) 0.01 4 n/a We BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0,4=0-8-0 Max Horz 1=-88(LC 6) Max Uplift 1=-371(LC 8),4=-356(LC 8) Max Grav 1=716(LC 1),4=640(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1020/560,2-3=-903/559,3-4=-1020/560 BOT CHORD 1-6=434/878,5-6=444/903,4-5=434/876 WEBS 2-6=-131/324,3-5=-130/324 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and 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 to the use of this truss component. 11/11 111 4)Provide adequate drainage to prevent water ponding. �`,`QU IN VF,,�� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `� OP •��. i� 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 `�� , ,••� Ns will fit between the bottom chord and any other members. �. F�'• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=371,4=356. No 68182 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)121 lb down and 76 lb up at *:• 04-0 on top chord,and 201 lb down and 113 lb up at 2-2-12,and 201 lb down and 113 lb up at 4-1-0,and 201 lb down and 113 lb - up at 5-114 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. '>7 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). O• S F 1 441 '4-LOAD CASE(S) Standard ��T ' A" 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ice`' 0 R G ,� Uniform Loads Vert:1(2=-70,2-3=-70,3-4=-70,1-4=-20 plo �i�sS Concentrated Loads(lb) Vert:1=-80 7=-199(B)8=-199(B)9=-199(B) Joaquin Velez PE No.68182 MiTek USA,Inc.I'L Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959867 2765385-SYNERGY-8401 L02 HIP GIRDER 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:35 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-IS4VOYVo9BXM8Hsple83yHaVm4g21 M2g7bEaOmzGwsg 1-0-0 3-0-0 5-2-0 8-2-0 9-2-0 1-0-0 3-0-0 2-2-0 3-0-0 1-0-0 Scale=1:19.5 Special 4x4= Special 4x4= 3 4 5.00 12 15 ro ao 5 2 T 1 8 7 �. o' 0° 2x4 2x4 0° 3x4= Special Special 3x4= 3-0-0 5-2-0 8-2-0 3-0-0 2-2-0 3-0-0 Plate Offsets(X,Y)-- [2:0-0-0,0-0-14],[5:0-0-0,0-0-14) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.02 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 5-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) -0.01 5 n/a We BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,5=0-8-0 Max Horz 2=-96(LC 6) Max Uplift 2=-448(LC 8),5=-451(LC 8) Max Grav 2=51 O(LC 29),5=509(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-584/438,3-4=-499/429,4-5=-613/447 BOT CHORD 2-8=-344/528,7-8=-350/535,5-7=-344/529 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and 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 to the use of this truss component. 11111 111 4)Provide adequate drainage to prevent water ponding. �`,`(DU IN VF,,�� 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 `�� , ,••� Ns will fit between the bottom chord and any other members. •• �. F�'• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=448,5=451. No 68182 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)136 lb down and 95 lb up at *:• •: 3-0-0,and 310 lb down and 226 lb up at 5-2-0 on top chord,and 40 lb down and 100 lb up at 3-0-0,and 40 lb down and 100 lb up - at 5-1-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. "O 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). O S 0 F LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ice`' 0 Uniform Loads Vert:1(3=-70,3-4=-70,4-6=-70,2-5=-20 ss"ON A; .ON Concentrated Loads(lb) Vert:4=-2(F)8=-16(F)7=-16(F) Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959868 2765385-SYNERGY-8401 N01 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:37 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-igCFQDW2hon4NbOBQ3AX1 iff3tlCV7_zavjgTfzGwse 7-0-8 12-3-8 14-1-0 7-0-8 5-3-0 1-9-8 4x4— Scale=1:66.0 2x4 11 5.00 12 3 4 3x6 11 2 5x6 1 u> 0 6 N 6x8— m w 5 74x4 11 5.00 F12 5x8 7-0-8 14-1-0 7-0-8 7-0-8 Plate Offsets(X,Y)-- [5:0-2-15,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 1.00 Vert(LL) -0.09 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.18 5-6 >901 180 BCLL 0.0 * Rep Stress Incr YES WB 0.59 Horz(CT) -0.04 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-5,3-6,3-5 REACTIONS. (size) 7=0-3-0,5=0-3-0 Max Horz 7=321(LC 12) Max Uplift 7=-180(LC 12),5=-557(LC 12) Max Grav 7=625(LC 17),5=726(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-622/642,1-2=-571/507,2-3=-653/894 BOT CHORD 6-7=-609/257 WEBS 1-6=-302/446,2-6=-629/951,3-6=-1243/836,3-5=-703/1038 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 6-1-12,Exterior(2E)6-1-12 to 13-11-4 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,`I11111 11111j� DOL=1.60 �� QU IN VF � 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `� OP ��. i, to the use of this truss component. (,•E•N 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •'•�.� `SF•'• 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. No 68182 6)Bearing atjoint(s)7,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify *:• capacity of bearing surface. - 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) '>7 7=180,5=557. 1 S T OF 41J 11 441 N A''-- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959869 2765385-SYNERGY-8401 NO2 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:38 2021 Page 1 I D:gll8wLVNi6YkTT7fiBJ8hFyw6EN-A1 mdeZXgS6vx?IaOznhmawCgRHeSEY46pZTE?5zGwsd 7-0-8 12-3-8 14-1-0 7-0-8 1-9-8 4x4— Scale=1:66.2 2x4 11 5.00 12 3 4 3x6 11 2 8 7x8 1 0 6 N 6x8= N 5 73x6 11 5.00 Fl2 6x8 7-01 14-1-0 7-0-8 7-0-8 Plate Offsets(X,Y)-- [1:0-2-8,0-3-0],[5:0-2-9,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.09 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.18 5-6 >903 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) -0.04 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 3-4:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-12 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-5,3-6,3-5 REACTIONS. (size) 7=0-3-0,5=0-3-0 Max Horz 7=321(LC 12) Max Uplift 7=-180(LC 12),5=-557(LC 12) Max Grav 7=625(LC 17),5=726(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-622/828,1-2=-570/642,2-3=-654/1111 BOT CHORD 6-7=-730/255 WEBS 1-6=-384/447,2-6=-631/1168,3-6=-1531/837,3-5=-701/1240 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)0-1-12 to 6-1-12,Exterior(2N)6-1-12 to 12-3-8,Corner(3E) ,`,�1111111/j�, 12-3-8 to 13-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber �� QU IN VF 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 G•E•N to the use of this truss component. •• �. F�'• 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 No 68182 will fit between the bottom chord and any other members. *:• 6)Bearing atjoint(s)7,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 'fl 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) O•,� S T 0 F 7=180,5=557. **041'9 i0 N A�'I- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959870 2765385-SYNERGY-8401 NO3 Hip 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:38 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-A1 mdeZXgS6vx?IaOznhmawCgHHeEEdF6pZTE?5zGwsd 7-0-8 10-7-12 13-11-4 14t1-0 7-0-8 3-7-4 3-3-8 0-1-12 5x6— 2x4 11 Scale=1:61.7 5.00 12 3 4 2x4 1I 2 9 4x4 8 1 N O 6 N 6X8= o N 5 74x4 11 5.00 12 5x8 7-0-8 14-1-0 7-0-8 7-0-8 Plate Offsets(X,Y)-- [1:0-1-0,0-1-12],[3:0-3-0,0-2-4],[5:0-2-15,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 0.97 Vert(LL) -0.09 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.18 5-6 >903 180 BCLL 0.0 * Rep Stress Incr YES WB 0.40 Horz(CT) -0.04 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-1 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-5,3-6,3-5 REACTIONS. (size) 7=0-3-0,5=0-3-0 Max Herz 7=322(LC 12) Max Uplift 7=-179(LC 12),5=-558(LC 12) Max Grav 7=643(LC 17),5=707(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-628/595,1-2=-574/478,2-3=-638/822 BOT CHORD 6-7=-576/258,5-6=-344/260 WEBS 1-6=-298/446,2-6=-580/857,3-6=-1116/784,3-5=-687/1011 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 6-1-12,Interior(1)6-1-12 to 10-7-12,Exterior(2E) 10-7-12 to 13-11-4 zone;cantilever 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 `�� U(N V to the use of this truss component. (D.0 3)Provide adequate drainage to prevent water ponding. �� , ,•• Ci•E•N S•• ��i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F•'• 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 N 0 68182 will fit between the bottom chord and any other members. 6)Bearing atjoint(s)7,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify = *: •: capacity of bearing surface. - — 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) -.0 7=179,5=558. O', S T OF Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959871 2765385-SYNERGY-8401 N04 Half Hip 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:40 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-6PuO3FZx_jAfE2km5gEfLH Hj51TiUkPGtyL4zzGwsb 4-5-10 8-7-12 14-1-0 4-5-10 4-2-2 5-5-4 5x6— 2x4 II Scale=1:57.3 5.00 12 3 4 3x4 2 2x4 11 1 ci N 5x6= a, N 7 5.00 F12 5 5x8 5x8 7-01 14-1-0 7-0-8 7-0-8 Plate Offsets(X,Y)-- [3:0-3-0,0-2-4],[5:0-2-15,Edge],[7:0-2-15,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 0.53 Vert(LL) -0.09 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.18 5-6 >916 180 BCLL 0.0 * Rep Stress Incr YES WB 0.53 Horz(CT) -0.04 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:113 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-5-4 oc bracing. WEBS 1 Row at midpt 4-5,2-7,3-5 REACTIONS. (size) 7=0-3-0,5=0-3-0 Max Horz 7=261(LC 12) Max Uplift 7=-223(LC 12),5=-514(LC 12) Max Grav 7=643(LC 17),5=664(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-509/610,4-5=-183/275 BOT CHORD 6-7=-814/523,5-6=-559/416 WEBS 2-7=-675/637,3-6=-619/473,3-5=-717/1027 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 6-1-12,Exterior(2E)6-1-12 to 13-11-4 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,`I11111111/j�� DOL=1.60 �%.% 0. N 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. �� , (,�E•N �� 4)Provide adequate drainage to prevent water ponding. •'��.� `SF�'• �� 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 No 68182 will fit between the bottom chord and any other members. *:• ,: 7)Bearing atjoint(s)7,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 'p 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) O•. S 0 F 7=223,5=514. S,0 N A`� .�`. 1111111 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959872 2765385-SYNERGY-8401 N05 Half Hip 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:40 2021 Page 1 I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-6PuO3FZx_jAfE2km5gEfLH 115JEi WSPGtyL4zzGwsb 6-7-12 14-1-0 6-7-12 7-54 6x8= 4x4— Scale=1:52.0 5.00 F12 2 3 4x4 1 5 6xB— N W N 5.00 F12 4 6 4x4 3x6 7-0-8 14-1-0 7-0-8 7-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.09 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.18 4-5 >937 180 BCLL 0.0 * Rep Stress Incr YES WB 0.42 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:109 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-5-0 oc bracing. WEBS 1 Row at midpt 3-4,3-5 REACTIONS. (size) 6=0-3-0,4=0-3-0 Max Horz 6=200(LC 12) Max Uplift 6=-264(LC 12),4=-473(LC 12) Max Grav 6=636(LC 17),4=628(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-603/693,1-2=-537/579,2-3=-496/660,3-4=-640/895 BOT CHORD 5-6=-376/170 WEBS 1-5=-398/456,2-5=-366/631,3-5=-847/631 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 6-1-12,Exterior(2E)6-1-12 to 13-11-4 zone; cantilever 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 ,`I11111111 to the use of this truss component. �% .0 I N 3)Provide adequate drainage to prevent water ponding. OP 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� , ,••�t✓•E•N S �� 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 •• �. F will fit between the bottom chord and any other members. 6)Bearing atjoint(s)6,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify No 68182 capacity of bearing surface. *:• •: 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=264,4=473. 'fl S t F 10 N A10 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959873 2765385-SYNERGY-8401 N06 Half Hip 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:41 2021 Page 1 I D:gll8wLVNi6YkTT7fiBJ8hFyw6EN-acRmGbZZkl I WsCJzfvFTCYgNvUetR_DZVXhucQzGwsa 4-7-12 7-0-8 14-1-0 4-7-12 2 4-12 7-0-8 5.00 12 5x6= 2x4 11 3x8= Scale=1:47.4 2 3 4 2x4 11 1 6 6x8= d N 75x8 i 5.00 F12 5 3x6 11 7-0-8 14-1-0 7-0-8 7-0-8 Plate Offsets(X,Y)-- [2:0-3-0,0-2-4],[7:0-2-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.09 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.18 5-6 >932 180 BCLL 0.0 * Rep Stress Incr YES WB 0.32 Horz(CT) -0.03 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:104 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-5-4 oc bracing. WEBS 1 Row at midpt 4-5,2-7,4-6 REACTIONS. (size) 7=0-3-0,5=0-3-0 Max Horz 7=139(LC 12) Max Uplift 7=-300(LC 12),5=-438(LC 12) Max Grav 7=622(LC 17),5=621(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-201/298,2-3=-574/724,3-4=-574/725,4-5=-620/840 BOT CHORD 6-7=-606/450 WEBS 2-7=-602/625,2-6=-394/426,3-6=-465/705,4-6=-871/686 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 4-7-12,Exterior(2E)4-7-12 to 13-11-4 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ``I111111111/I/ 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `�� U(N V to the use of this truss component. Q 3)Provide adequate drainage to prevent water ponding. �� , ,•• Ci•E•N •• ��i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. SF•'• 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 N 0 68182 will fit between the bottom chord and any other members. 6)Bearing atjoint(s)7,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify = *: •: capacity of bearing surface. - — 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) p 7=300,5=438. O', S T O F Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959874 2765385-SYNERGY-8401 N07 Half Hip 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:42 2021 Page 1 I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-2o?8UxaBVKQNTMu9CcmikmNXau?GARZikBRR8szGwsZ 2-7-12 7-0-8 14-1-0 2-7-12 4-4-12 7-0-8 5.00 12 4x8— 2x4 11 3x8— Scale=1:42.6 2 3 4 3x4 1 6 5x8— c N 7 3x4 5.00 F12 5 8 3x6 11 4x4 11 2-7-12 7-0-8 14-1-0 2-7-12 4-4-12 7-0-8 Plate Offsets(X,Y)-- [2:0-5-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.10 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.20 5-6 >836 180 BCLL 0.0 * Rep Stress Incr YES WB 0.38 Horz(CT) -0.03 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:104 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-4-12 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS. (size) 8=0-3-0,5=0-3-0 Max Horz 8=77(LC 12) Max Uplift 8=-333(LC 12),5=-405(LC 12) Max Grav 8=621(LC 1),5=621(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-618/694,1-2=-293/335,2-3=-656/786,3-4=-656/786,4-5=-600/788 BOT CHORD 6-7=-392/310 WEBS 1-7=-495/481,2-7=-445/564,2-6=-587/528,3-6=-502/765,4-6=-892/742 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 2-7-12,Exterior(2E)2-7-12 to 13-11-4 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,,111111111//�I 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�� QU N VF to the use of this truss component. � `� OP . . 3)Provide adequate drainage to prevent water ponding. `�� , GEN S" 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �. F 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. No 68182 6)Bearing atjoint(s)8,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify *:• ,: capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) "O 8=333,5=405. S T O F .• 411 i �i�SS��N A�E��• Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959875 2765385-SYNERGY-8401 N08 Half Hip 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:43 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-W_ZW h HbpGeYE5 WTLmKHxHzvhEl LwvldrygA?g IzGwsY 7-0-8 14-1-0 b-7-1 6-4-12 7-0-8 5.00 FlNx6— 3x6 11 3x8— Scale=1:37.8 2x4 11 2 3 4 1 6 5x8— N N 5.00 12 7 5x8 5 3x6 11 7-0-8 14-1-0 7-0-8 7-0-8 Plate Offsets(X,Y)-- [2:0-3-0,0-2-4],[7:0-2-15,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 0.96 Vert(LL) -0.09 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.18 6-7 >905 180 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS. (size) 7=0-3-0,5=0-3-0 Max Horz 7=16(LC 12) Max Uplift 7=-362(LC 12),5=-376(LC 12) Max Grav 7=621(LC 1),5=621(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-810/910,3-4=-810/910,4-5=-585/740 WEBS 2-7=-702/943,2-6=-901/822,3-6=-564/858,4-6=-984/873 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 0-7-12,Exterior(2E)0-7-12 to 13-11-4 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,`I11111111//�, 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,%% 0. N to the use of this truss component. `� OP • • 4)Provide adequate drainage to prevent water ponding. `�� , •.• G�EN S• 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �. F 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 will fit between the bottom chord and any other members. No 68182 7)Bearing atjoint(s)7,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify *:• •: capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 'p 7=362,5=376. S T O F •• ((/ i44/ �.......... A Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959876 2765385-SYNERGY-8401 N09 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:44 2021 Page 1 I D:q I I8wLVNi6YkTT7fiBJ8hFyw6EN-?B7vudcRl yg5jg2YK1 oApBSsoihHelk?BUwYDIzGwsX 7-0-8 14-1-0 7-0-8 7-0-8 3x6 11 6x8= Scale:3/8"=1' 16x8= 8 7 2 3 5 5x8= m N 5.00 F12 6 4 3x6 11 3x6 11 7-0-8 14-1-0 7-0-8 7-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.10 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.19 5-6 >865 180 BCLL 0.0 * Rep Stress Incr YES WB 0.53 Horz(CT) -0.08 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:83 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-5,3-5 REACTIONS. (size) 6=0-3-0,4=0-3-0 Max Uplift 6=-369(LC 8),4=-369(LC 8) Max Grav 6=621(LC 1),4=621(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-561/1105,1-2=-1049/1756,2-3=-1049/1756,3-4=-561/1105 WEBS 1-5=-1827/1089,2-5=-564/1272,3-5=-1827/1089 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 10-11-4,Corner(3) 10-11-4 to 13-11-4 zone;cantilever 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)Provide adequate drainage to prevent water ponding. ,/1111111111j1� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �, OU I N VF 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. , G•E•N 6)Bearing atjoint(s)6,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ••��.� `SF�•• �i capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) N O 68182 6=369,4=369. *: •: ��• ST OF ,e;",f S/O N A\- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959877 2765385-SYNERGY-8401 N10 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:46 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-xZFfJ IdiZZwpyzCwRSgevcXB7VN h696leoPfHdzGwsV 7-0-8 14-1-0 7-0-8 7-0-8 3x6 11 6x8= Scale=1:28.0 1 6x8= 2 3 7 8 5 5x8= m N 5.00 12 6 4 3x6 I I 3x6 11 7-0-8 14-1-0 7-0-8 7-0-8 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 0.98 Vert(LL) 0.20 5 >837 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.22 5-6 >736 180 BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(CT) -0.17 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:78 to FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-5,3-5 REACTIONS. (size) 6=0-3-0,4=0-3-0 Max Uplift 6=-369(LC 8),4=-369(LC 8) Max Grav 6=621(LC 1),4=621(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-562/1107,1-2=-1570/2628,2-3=-1570/2628,3-4=-562/1107 WEBS 1-5=-2650/1581,2-5=-551/1247,3-5=-2650/1581 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 10-11-4,Corner(3) 10-11-4 to 13-11-4 zone;cantilever 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)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. �� Qv)N VF /��♦ 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 P will fit between the bottom chord and any other members. ��` ,O•• G•E•N 3'•��♦♦�i 6)Bearing atjoint(s)6,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ` F•'• capacity of bearing surface. N o 68182 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) _� 6=369,4=369. *: •: 13 ST OF441 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959878 2765385-SYNERGY-8401 N11 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:47 2021 Page 1 I D:q I I8wLVNi6YkTT7fiBJ8hFyw6EN-Pmpl XeeKKs2fa7n6?ALtRp4SQvk8rf8RtS8Cg3zGwsU 4-4-10 7-0-8 9-5-6 14-1-0 4-4-10 2-7-14 2-7-14 4-4-10 5.00 12 4x4= Scale=1:30.5 3 4x4= 5x6= 5x6 4x4= = 1 4 5 8 5x8= d M N 9 7 4x4 4x4 N 5.00 F12 10 6 3x6 11 3x6 II 4-4-10 7-0-8 9-8-6 14-1-0 4-4-10 2-7-14 2-7-14 4-4-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.10 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.08 8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.55 Horz(CT) -0.09 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:82 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. REACTIONS. (size) 10=0-3-0,6=0-3-0 Max Horz 10=-62(LC 10) Max Uplift 10=-369(LC 12),6=-369(LC 12) Max Grav 10=621(LC 1),6=621(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-605/903,1-2=-980/1313,2-3=-1330/1807,3-4=-1330/1796,4-5=-980/1292, 5-6=-605/888 BOT CHORD 8-9=-1515/1135,7-8=-1510/1135 WEBS 1-9=-1420/1063,2-9=-808/1241,3-8=-1049/830,4-7=-808/1224,5-7=-1401/1063 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)0-1-12 to 4-4-10,Exterior(2N)4-4-10 to 7-0-8,Corner(3E) 7-0-8 to 9-8-6,Exterior(2N)9-8-6 to 13-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for //1111111111j1� reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �, Qv I N VF 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. , G�E•N 4)Provide adequate drainage to prevent water ponding. •'��.� `SF�•• �i 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. lo 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 No 68182 will fit between the bottom chord and any other members. *:• 7)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. "O 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) O S OF 44/ : 441 10=369,6=369. ice' \ . O P- 7-�- % i�FS •� OR �,, Joaquin Velez PE No.68182 MiTek USA,Inc.FL Celt 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959879 2765385-SYNERGY-8401 N12 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:49 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-L8wnyKgasU I NpRwV7bOLW E913jLxJY7kLmdJuyzGwsS 2-3-2 7-0-5 11-9-14 14-1-0 2-3-2 4-9-6 4-9-6 2-3-2 5x6= Scale=1:30.5 5.00 F12 3 4x4= 5x8= 5x8= 4x4= 1 4 5 8 5x8= M N N N 9 7 3x8 5.00 12 3x8 10 6 3x6 11 3x6 II 2-3-2 7-0-8 11-9-14 14-1-0 2-3-2 4-9-6 4-9-6 2-3-2 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) 0.21 7-8 >773 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0.19 7-8 >860 180 BCLL 0.0 * Rep Stress Incr YES WB 0.58 Horz(CT) -0.15 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, 2-3,3-4:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-4-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-3-0,6=0-3-0 Max Horz 10=-112(LC 10) Max Uplift 10=-733(LC 12),6=-733(LC 12) Max Grav 10=621(LC 1),6=621(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-616/1736,1-2=-584/1679,2-3=-1372/3427,3-4=-1372/3411,4-5=-584/1739, 5-6=-616/1770 BOT CHORD 8-9=-1649/712,7-8=-1766/712 WEBS 1-9=-2337/812,2-9=-749/1773,2-8=-1214/569,3-8=-1935/657,4-8=-1120/569, 4-7=-749/1806,5-7=-2427/812 NOTES- 1)Unbalanced roof live loads have been considered for this design. CE =170mph(3-second 2)11;Exp DS Encl.,1GCpi Ito 18;MWFRS(directional)and C-C Come(3E)0-1-12 ust)Vasd=132mph; stoBCD2 Extterior(2N)2-3-2 to 7 0-8,Co me(3E)7-0-8 ,%%. N to 11-9-14,Exterior(2N)11-9-14 to 13-11-4 zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 'S..••� •E•N S* . �0� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific • �. t✓ F��'• to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. No 68182 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 will fit between the bottom chord and any other members. 'fl 7)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify OFF A'� capacity of bearing surface. 0 •8)Provide mechanical connection(by others)oftruss to bearing plate capable ofwithstanding 100 Ib uplift atjoint(s)except(jt=lb) �� T 10=733,6=733. i��s •.0 R Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 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 SYNERGY HOMES-Winston-Budnik Res T23959880 2765385-SYNERGY-8401 N13 Roof Special 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:51 2021 Page 1 I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-HX2YMOhgO5Y53k4uE?QpbfF4sW2bnRzl o46QzrzGwsQ 3-6-4 7-0-8 10-6-12 14-1-0 3-6-4 3-6-4 3-6-4 3-6-4 4x6= Scale=1:30.3 3 11 5.00 12 10 4x6 4x6 2 4 12 3x4 3x4 11 9 7 5 1 14 15 6x8= N � N O (V 13 5.00 F12 16 8 5x6= 6 5x6= 7-0-8 14-1-0 7-0-8 7-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.37 7-8 >443 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) 0.33 7-8 >494 180 BCLL 0.0 * Rep Stress Incr YES WB 0.69 Horz(CT) -0.14 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:76 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-1 oc purlins, BOT CHORD 2x4 SP M 31 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-5-3 oc bracing. REACTIONS. (size) 8=0-3-0,6=0-3-0 Max Horz 8=-162(LC 10) Max Uplift 8=-733(LC 12),6=-733(LC 12) Max Grav 8=621(LC 1),6=621(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-129/299,1-2=-92/313,2-3=-1347/3092,3-4=-1347/3108,4-5=-92/312, 5-6=-129/297 BOT CHORD 7-8=-1953/946,6-7=-1803/946 WEBS 3-7=-1999/768,4-7=-805/367,4-6=-1117/2263,2-7=-735/367,2-8=-1117/2317 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 6-1-12,Interior(1)6-1-12 to 7-0-8,Exterior(2R) 7-0-8 to 13-0-8,Interior(1)13-0-8 to 13-11-4 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions ,`I11111 shown;Lumber DOL=1.60 plate grip DOL=1.60 �` Qv IN VF 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. (,�E•N 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •••�.� `SF••• 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. No 68182 6)Bearing atjoint(s)8,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify *:• •: capacity of bearing surface. - 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) "O 8=733,6=733. S OF •• ((/ i "OW- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959881 2765385-SYNERGY-8401 N15 Roof Special 2 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:52 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-mjcwaMiS9Pgyguf4ojx28tnJSwKJWvnA1 kszVHzGwsP 1-0-8 7-0-8 14-1-0 15-1-8 1-0-8 7-0-8 7-0-8 5x6= Scale=1:31.6 3 5.00 12 10 11 6x8 9 7 12 6x8 2 4 7x8= 5 1 14 15 op 0 N O CV 13 5.00 F12 16 8 4x6= 6 4x6= 7-0-8 14-1-0 7-0-8 7-0-8 Plate Offsets(X,Y)-- [2:0-3-4,0-2-8],[4:0-3-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.40 7-8 >408 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.36 7-8 >455 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) -0.14 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:79 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3*Except` BOT CHORD Rigid ceiling directly applied or 4-4-11 oc bracing. 2-8,4-6:2x6 SP No.2 WEBS 1 Row at midpt 4-7,2-7 REACTIONS. (size) 8=0-3-0,6=0-3-0 Max Horz 8=342(LC 11) Max Uplift 8=-860(LC 12),6=-860(LC 12) Max Grav 8=706(LC 1),6=706(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-705/1455,2-3=-1381/3013,3-4=-1381/3045,4-6=-705/1478 BOT CHORD 7-8=-651/504,6-7=-326/322 WEBS 3-7=-1636/606,4-7=-2198/1017,2-7=-1926/1017 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-1-3 to 4-10-13,Interior(1)4-10-13 to 7-0-8,Exterior(2R) ``,�111 7-0-8 to 13-0-8,Interior(1)13-0-8 to 15-2-3 zone;cantilever left and right exposed;end vertical left and right exposed;porch left �� QU IN VF exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `� OP •��.3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `�� , ,•• G•E•N S' i,�0� to the use of this truss component. •• F�'• 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 No 68182 will fit between the bottom chord and any other members. *:• 6)Bearing atjoint(s)8,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 'fl 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) O•,• S 0 F 8=860,6=860. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959882 2765385-SYNERGY-8401 N15A Roof Special 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:55 2021 Page 1 I D:q I I8wLVNi6YkTT7fiBJ8hFyw6EN-AI13CN kLRK3XXMOfTrVlmVPgc8LtjF7cji4d6czGwsM 1-0-8 7-0-8 14-1-0 15-1-8 1-0-8 7-0-8 7-0-8 5x8= Scale=1:31.0 3 10 5.00 12 9 6x8 x8 G 8 6 11 6 4 2 14 1 7x8 13 a d ao � 0 N 12 5.00 F12 15 7 4x6= 5 4x6= 7-0-8 14-1-0 7-0-8 7-0-8 Plate Offsets(X,Y)-- [2:0-3-4,0-2-12],[4:0-3-4,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.41 6-7 >400 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) 0.37 6-7 >446 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) -0.16 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:78 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3*Except` BOT CHORD Rigid ceiling directly applied or 4-1-0 oc bracing. 2-7,4-5:2x6 SP No.2 WEBS 1 Row at midpt 4-6,2-6 REACTIONS. (size) 7=0-3-0,5=0-3-0 Max Horz 7=332(LC 11) Max Uplift 7=-860(LC 12),5=-725(LC 12) Max Grav 7=711(LC 1),5=609(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-708/1502,2-3=-1409/3234,3-4=-1402/3246,4-5=-591/1264 BOT CHORD 6-7=-727/480,5-6=-282/237 WEBS 3-6=-1741/604,4-6=-2533/1085,2-6=-2144/1049 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-1-3 to 4-10-13,Interior(1)4-10-13 to 7-0-8,Exterior(2R) ,tt,111111►111 7-0-8 to 13-0-8,Interior(1)13-0-8 to 13-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;porch left `�� au N VF exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 � OQ �� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `� , ••• Ns'• �� to the use of this truss component. �' F 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 No 68182 will fit between the bottom chord and any other members. *:• ,: 6)Bearing atjoint(s)7,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) O S T 0 F 7=860,5=725. N A /111111 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Geri 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959883 2765385-SYNERGY-8401 N16 Roof Special Supported Gable 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:56 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-eUrRQjlzCdBO9Wzrl ZO_IjyzSXoRSmQmyMgBe2zGwsL 7-0-8 13-7-8 14-1-Q 7-0-8 6-7-0 0-5-8 5x6 11 Scale=1:29.0 5 20 5.00 F12 19 4 6 3 7 4x4 4x4 14 3x8 3x8 2 21 22 8 9 1 5x8= 15 13 dr N N 16 12 GO 17 5.00 F12 11 4x4 4x4 18 10 3x6 11 3x6 7-2-4 6-10-12 7 0 8 14-1-0 6-10-12 0-- 6-10-12 0-1-12 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 0.73 Vert(LL) 0.17 14 >940 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.15 14 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.42 Horz(CT) -0.18 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight:86 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 3-2-1 oc bracing. 1-18,9-10:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 18=0-3-8,10=0-3-8 Max Horz 18=-285(LC 10) Max Uplift 18=-724(LC 12),10=-724(LC 12) Max Grav 18=613(LC 1),10=613(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-598/1689,1-2=-375/1112,2-3=-1000/2776,3-4=-1374/3721,4-5=-1495/3871, 5-6=-1495/3869,6-7=-1374/3810,7-8=-1000/2850,8-9=-375/1074,9-10=-598/1750 BOT CHORD 17-18=-295/265,16-17=-911/472,15-16=-2453/993,14-15=-3149/1349, 13-14=-3255/1349,12-13=-2573/980,11-12=-938/362 WEBS 5-14=-2685/985,4-15=-238/296,3-16=-412/903,2-17=-523/1350,6-13=-264/259, 7-12=-412/941,8-11=-523/1409,2-16=-1631/622,8-12=-1720/622,3-15=-794/362, 7-13=-794/362,6-14=-187/282,1-17=-1493/520,9-11=-1 547/520 NOTES- �%% Qv N 1)Unbalanced roof live loads have been considered for this design. `� OP •��. i� 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=2ft;Cat. `�� , ,••�G•E•N S �� II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)0-2-12 to 6-2-12,Exterior(2N)6-2-12 to 7-0-8,Corner(3R) �. F�'• 7-0-8 to 13-0-8,Exterior(2N)13-0-8 to 13-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 68182 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry *:• Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. - 4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 'fl to the use of this truss component. O•,� S O F 5)All plates are 3x4 MT20 unless otherwise indicated. 441 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). ��T( A 7)Gable studs spaced at 2-0-0 oc. ice`` 0 R 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �I SS \ N 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 '--,;0 N A�E � will fit between the bottom chord and any other members. 10)Bearing atjoint(s)18,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Joaquin Velez PE No.68182 capacity of bearing surface. MiTek USA,Inc.I'L Cert 6634 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6904 Parke East Blvd.Tampa FL 33610 18=724,10=724. Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959884 2765385-SYNERGY-8401 P01 Piggyback Base 2 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:57 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-6hPpd3mbzxJFnfX1 aGXDrwV54x1 kBESvAOZkAUzGwsK -6- 7-3-5 12-0-8 1 -6 8 -6- 6-8-13 4-9-3 -6- 5.00 F12 4x12= 5x8= Scale=1:60.0 9 2 3 7x10 1 6x8= 8 m o CT a9 0 6 m o M 6x8— 7 10 11 6 5 4 4x4= 2x4 11 3x4= 12-6-8 f}6-S 7-3-5 12-0-8 12r3-a d-6- 6-8-13 4-9-3 0 3 0-3-0 Plate Offsets(X,Y)-- [1:0-4-4,Edge],[2:0-8-0,0-1-12],[3:0-2-12,0-2-12] 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 0.93 Vert(LL) -0.09 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.15 5-6 >897 180 BCLL 0.0 * Rep Stress Incr YES WB 0.31 Horz(CT) -0.18 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:128 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. 1-6:2x4 SP No.1 WEBS 1 Row at midpt 2-6,2-4 WEBS 2x4 SP No.3 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 7=0-6-8,8=0-1-8 Max Horz 7=201(LC 12) Max Uplift 7=-195(LC 12),8=-395(LC 12) Max Grav 7=646(LC 17),8=658(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 4-8=-538/544,5-6=-261/229,4-5=-260/233,6-7=0/365,1-7=-299/419 WEBS 2-6=-299/13,2-5=0/375,2-4=-540/593 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-9-0 to 6-9-0,Interior(1)6-9-0 to 7-3-5,Exterior(2E)7-3-5 to ``�1111 11-9-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate `%% U N grip DOL=1.60 `�� OPQ • , • , 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `�� J ,• GEN S*• ��i to the use of this truss component. F 4)Provide adequate drainage to prevent water ponding. N 0 68182 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 = *: •: will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Bearing at joint(s)7,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify -.0 capacity of bearing surface. - S TYAICO F 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 0441 9)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb) T•'.�� P.'�� Z.` Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 ANSI7TPI1 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 SYNERGY HOMES-Winston-Budnik Res T23959885 2765385-SYNERGY-8401 P02 Monopitch 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:58 2021 Page 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-atzBgPnDkFR6Op6E8_2SO81 KgLNfwe_3PgJHixzGwsJ 4-3-0 , 8-6-0 4-3-0 4-3-0 4x8= Scale=1:51.8 5.00 12 3 7 6x8 2 2x4 11 4x4= 1 4x4= °D 6 0 ro r� 8 9 4 5 3x6= 3x8= 8-3-0 8 6r0 8-3-0 0-3-0 Plate Offsets(X,Y)-- [2:0-3-8,0-3-0] 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 0.61 Vert(LL) -0.23 4-5 >398 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.37 4-5 >248 180 BCLL 0.0 * Rep Stress Incr YES WB 0.48 Horz(CT) -0.06 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:80 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (size) 5=0-8-0,6=0-1-8 Max Horz 5=237(LC 12) Max Uplift 6=-420(LC 12) Max Grav 5=415(LC 17),6=549(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-6=-898/430,3-6=-146/297,1-5=-171/369 BOT CHORD 4-5=-503/198 WEBS 2-4=-399/1059 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)0-1-12 to 6-1-12,Exterior(2N)6-1-12 to 7-10-12 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,`I11111111/j�� DOL=1.60 �%.% 0. N 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. �� , (,�E•N �� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •'•�.� `SF�'• �� 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,with BCDL=10.Opsf. No 68182 5)Bearing at joint(s)6 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 at joint(s)6. 'fl 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 3 S T OF : 4 6=420. 441 S�ONA�E\ 0 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959886 2765385-SYNERGY-8401 P03 Monopitch 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:20:59 2021 Page 1 I D:q II8wLVNi6YkTT7fiBJ8hFyw6EN-23XZ21nrVYZyOzhQihZhwLaPpli8f4oCeK2rFNzGwsl 6-1-0 8-6-0 6-1-0 2-5-0 7x8— Scale=1:49.0 5.00 12 6x8= 2 3 4x6 I 1 n 4x4= 6 0 M . 7 8 4 5 3x6— 3x8= 6-1-0 8-3-0 860 6-1-0 2-2-0 0-3-0 Plate Offsets(X,Y)-- [2:0-4-8,0-2-0] 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 0.98 Vert(LL) -0.23 4-5 >405 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.37 4-5 >253 180 BCLL 0.0 * Rep Stress Incr YES WB 0.57 Horz(CT) -0.06 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:80 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 2-3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 2-5 WEBS 2x4 SP No.3*Except* 1-5:2x4 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (size) 5=0-8-0,6=0-1-8 Max Horz 5=183(LC 12) Max Uplift 5=-52(LC 12),6=-362(LC 12) Max Grav 5=425(LC 17),6=506(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-141/310,4-6=-1130/533,1-5=-291/643 BOT CHORD 4-5=-266/113 WEBS 2-5=-429/96,2-4=-469/1203 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,`I11111111 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. ,%.% QU N VF II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)zone;cantilever left and right exposed;C-C for members and OP• •<�. ,' forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� , •••�G•E•N S �� 3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •• �. F�'• to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. No 68182 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 will fit between the bottom chord and any other members,with BCDL=10.Opsf. 'p 7)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 0 S T 0 F capacity of bearing surface. 44/ 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. ;C� 0 Q;.•��`� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except Qt=lb) ice`` 0 R G ,� 6=362. N A� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959887 2765385-SYNERGY-8401 PO4 Monopitch 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:21:00 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-XG5yF5oUGshpe7GcGO4wTZ6gb92KOacMs_oOnpzGwsH 4-1-0 8-6-0 4-1-0 4-5-0 5.00 12 5x6= 6x8— Scale=1:44.1 2 3 2x4 1 4x4= r 6 n 0 co r� e 7 8 4 5 6x8= 3x8= 8-3-0 8 6T0 8-3-0 0-3-0 Plate Offsets(X,Y)-- [2:0-3-0,0-2-4] 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 0.60 Vert(LL) -0.23 4-5 >407 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.37 4-5 >254 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) -0.05 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:73 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 9-4-14 oc bracing. 1-5:2x4 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (size) 5=0-8-0,6=0-1-8 Max Herz 5=121(LC 12) Max Uplift 5=-111(LC 12),6=-304(LC 12) Max Grav 5=431(LC 17),6=450(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-6=-600/333,3-6=-161/331,1-5=-188/408 BOT CHORD 4-5=-362/152 WEBS 2-4=-283/727 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)zone;cantilever left and right exposed;C-C for members and ,`I11111111/j�, forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �%.% QU I N VF 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. �� , (,�E•N �� 3)Provide adequate drainage to prevent water pending. •'��.� `SF�'• �� 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 No 68182 will fit between the bottom chord and any other members,with BCDL=10.Opsf. *:• ,: 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. "O 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. i S T O F44/ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=111,6=304. QQ; '��; ��FS •• O R k,, .C? Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959888 2765385-SYNERGY-8401 P05 Monopitch 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:21:01 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-?SfKTRp61 ApgFHrpp6c9?mfm?YPS73nV5eXyJGzGwsG 2-1-0 8-6-0 2-1-0 6-5-0 5.00 12 4x8—_ 6x8= Scale=1:39.2 2 3 2x4 11 1 4x4= 6 r` u� 0 M e s e 7 8 4 5 6x8= 3x8— 2-1-0 8-3-0 860 2-1-0 6-2-0 0-3-0 Plate Offsets(X,Y)-- [2:0-4-0,0-1-13] 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 0.94 Vert(LL) -0.20 4-5 >455 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.34 4-5 >273 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) -0.06 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:68 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. 1-5:2x4 SP No.2 WEBS 1 Row at midpt 2-4 OTHERS 2x6 SP No.2 REACTIONS. (size) 5=0-8-0,6=0-1-8 Max Herz 5=60(LC 12) Max Uplift 5=-163(LC 12),6=-252(LC 12) Max Grav 5=423(LC 17),6=407(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-6=-252/222,3-6=-257/542 BOT CHORD 4-5=-322/139 WEBS 2-4=-152/393,2-5=-279/563 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� QU 1 N V 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. `�� J ,•' G•E•N S '• �� 3)Provide adequate drainage to prevent water pending. F 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N 0 68182 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,with BCDL=10.Opsf. = *: •: 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. -.0 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. -13•', S T OF 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 0441 5=163,6=252. T P �0 N A�� %ON Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959889 2765385-SYNERGY-8401 P06 Monopitch 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:21:02 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-TeDigngkoTxXtRQ?Np7OY_COuyjksX2eKl HVrizGwsF 0-1,-0 0--0 3-11 4 4-5-12 2x4 11 6x8= 6x8= Scale=1:50.5 1 7 2 8 3 4x4= 6 0 T 0 9 10 4 5 6x8= 3x8= 4-0-4 8-3-0 860 4-0-4 4-2-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.26 4-5 >357 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.41 4-5 >227 180 BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(CT) -0.04 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:79 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. 1-5:2x4 SP No.2 WEBS 1 Row at midpt 1-5,2-5,2-4 OTHERS 2x6 SP No.2 REACTIONS. (size) 5=Mechanical,6=0-1-8 Max Uplift 5=-207(LC 8),6=-207(LC 8) Max Grav 5=403(LC 17),6=403(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-6=-422/293,3-6=-117/349,1-5=-112/340 WEBS 2-5=-176/519,2-4=-169/507 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 4-10-12,Corner(3) 4-10-12 to 7-10-12 zone;cantilever 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 ,`I11111111/j�� to the use of this truss component. 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. `�� , ,••�t✓•E•N S �� 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 �. F will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. No 68182 7)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify = *:• ,: capacity of bearing surface. - tip I 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. '0 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) O•�� S 0 F 5=207,6=207. S,ON AL 111111 Joaquin Velez PE No.68182 MiTek USA,Inc.I'L Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959890 2765385-SYNERGY-8401 P07 Monopitch 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:21:03 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-xrn4u6gMZn3OVa?BxXed5BkBoM40b_zoZy02O8zGwsE -a-o 4-0-6 3-11-10 -8-0 2x4 11 6x8— 5xl2— Scale=1:45.7 1 8 2 9 3 7 6x8= m o'—Zi ao 10 11 4 5 6x8= 3x8= 8-8-0 8-0-0 $-5-0 8-0-0 5 0-3-0 Plate Offsets(X,Y)-- [3:0-5-4,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.25 4-5 >397 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.40 4-5 >249 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) -0.10 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:73 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-4:2x4 SP No.2 WEBS 1 Row at midpt 2-5,2-4 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 5=Mechanical,7=0-1-8 Max Uplift 5=-219(LC 8),7=-197(LC 8) Max Grav 5=423(LC 17),7=380(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-5=-108/328,4-6=-426/295,3-6=-426/295 BOT CHORD 4-5=-274/104 WEBS 2-5=-209/590,2-4=-175/519,3-7=-420/793 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 4-11-0,Corner(3)4-11-0 to 7-11-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 11111111 plate gripDOL=1.60 `��/O.UIN VF�� 2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ♦♦♦ OP to the use of this truss component. ♦ , (,�E•N 3)Provide adequate drainage to prevent water ponding. •'��.� `SF�'• �i 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 No 68182 will fit between the bottom chord and any other members,with BCDL=10.Opsf. *:• ,: 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 'p capacity of bearing surface. i C T OF 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. ((� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ��T�'.;C� Q Q;.'��♦� 5=219,7=197. i O f3 �,''SS N Joaquin Velez PE N0.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 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 SYNERGY HOMES-Winston-Budnik Res T23959891 2765385-SYNERGY-8401 PB01 Piggyback 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:21:04 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-P1 KS5Sr_K5BF6kaOVE9sdPHRQmbkKRfxncmcwazGwsD 16-0-6 16-0-6 Scale=1:27.4 4x4 2x4 II 4x4= 5.00 12 3 4 5 Fj r; 6 2 7 1 Iq r_ 0 0 3x4= 10 9 8 3x4= 2x4 11 2x4 11 2x4 11 16-0-6 16-0-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.00 7 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-9-13. (lb)- Max Horz 2=-88(LC 10) Max Uplift All uplift 100 lb or less atjoint(s)except 2=-172(LC 12),6=-172(LC 12),9=-248(LC 9),10=-152(LC 12),8=-152(LC 12) Max Grav All reactions 250 lb or less at joint(s)2,6 except 9=389(LC 21),10=320(LC 17),8=307(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-9=-325/494,3-10=-232/324,5-8=-230/327 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and 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 to the use of this truss component. 11111111 4)Provide adequate drainage to prevent water ponding. ,,,/Qv I N VF,'�� 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , t✓•E•N 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 ••��.� `SF�'• will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 172 lb uplift at joint 2,172 lb uplift at N O 68182 joint 6,248 lb uplift at joint 9,152 lb uplift at joint 10 and 152 lb uplift at joint 8. *:• ,: 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 'p S T O F '44J 441 i0 N A� Joaquin Velez PE N0.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959892 2765385-SYNERGY-8401 PB02 Piggyback 2 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:21:05 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-tDurJosc5OJ6ku9a2yg5Acq W MAtQ3wB50GV9S 1 zGwsC 5-3-3 5-3-3 Scale=1:13.6 2x4 3 5.00 12 6 N 2 1 IT 0 0 4 4x4= 2x4 11 5-3-3 5-3-3 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 0.66 Vert(LL) 0.00 1 Ink 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.01 1 Ink 120 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-3 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. (size) 4=4-1-14,2=4-1-14 Max Horz 2=156(LC 12) Max Uplift 4=-126(LC 12),2=-163(LC 12) Max Grav 4=210(LC 17),2=256(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-224/370 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever 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)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,111111111111"t 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 ,% OU IN will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 126 lb uplift at joint 4 and 163 lb uplift at `�� , G•E•N S �� joint 2. •• �. F�'• 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. NO 68182 ►"fly • �� • S OF 10 N A4" 11111 11, Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959893 2765385-SYNERGY-8401 V02 Valley 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:21:05 2021 Page 1 I D:ql I8wLVNi6YkTT7fiBJ8hFyw6EN-tDurJosc5OJ6ku9a2yg5AcgeSAwt3wB50GV9S1 zGwsC 2-2-0 4-4-0 2-2-0 2-2-0 3x4— Scale:1.5"=1' 5.00 12 2 3 1 a zo 6 0 2x4 2x4 0-Q-10 4-4-0 0-b-90 4-3-6 Plate Offsets(X,Y)-- [2:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 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 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-2-13,3=4-2-13 Max Horz 1=-34(LC 10) Max Uplift 1=-76(LC 12),3=-76(LC 12) Max Grav 1=128(LC 17),3=128(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-185/320,2-3=-185/332 BOT CHORD 1-3=-253/143 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and 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 to the use of this truss component. ``11111 11 fill, � 4)Gable requires continuous bottom chord bearing. �%%` QU IN VF � 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i� 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 `�� , ,•• t✓•E•N S' �� will fit between the bottom chord and any other members. •• �. F�•• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 76 lb uplift at joint 1 and 76 lb uplift at joint 3. NO 68182 ��• S OF ,i;SS/O N A\- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 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 SYNERGY HOMES-Winston-Budnik Res T23959894 2765385-SYNERGY-8401 V05 Valley 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:21:06 2021 Page 1 ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-LPSDW8tEsiRzM2jmcfBKigMncZFQoLSEFvFj_TZG WSB 4-0-0 6-3-8 4-0-0 2-3-8 2x4 11 Scale=1:16.3 3 5.00 12 2x4 11 Ll r` N 1 6 O 5 4 2x4 2x4 11 2x4= 4-0-0 3-11-6 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 0.31 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:23 Ito FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 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. (size) 1=6-2-14,4=6-2-14,5=6-2-14 Max Horz 1=166(LC 12) Max Uplift 1=-22(LC 12),4=-31(LC 12),5=-236(LC 12) Max Grav 1=126(LC 17),4=49(LC 17),5=380(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-300/141 WEBS 2-5=-377/644 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever 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)Gable requires continuous bottom chord bearing. ``,1111 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`%% QU(N VF /�,♦ 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 P • • , will fit between the bottom chord and any other members. ��` ,O••�GEN S'•��♦♦�i 6)Bearing at joint(s)4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ` F capacity of bearing surface. N o 68182 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 Ito uplift at joint 1,31 lb uplift at joint 4 and 236 Ito uplift at joint 5. = *: •: 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 0. Ir •. S T OF 441 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959895 2765385-SYNERGY-8401 V06 Valley 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:21:08 2021 Page 1 I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-IoazxquVOJhhbMt9k4EooFS4LNwhGHxXiDkp3MzGws9 4-3-8 4-3-8 Scale=1:11.7 2 2x4 I 5.00 12 1 a a 0 3 2x4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 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 FBC2020/TP12014 Matrix-P Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-8 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. (size) 1=4-2-14,3=4-2-14 Max Horz 1=105(LC 12) Max Uplift 1=-69(LC 12),3=-113(LC 12) Max Grav 1=168(LC 17),3=182(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-187/321 NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever 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)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,111111111//j� 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. QU N VF`� OP •" 6)Bearing at joint(s)3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify `�� , •.• G•E•N S' capacity of bearing surface. 4 ' 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 lb uplift at joint 1 and 113 lb uplift at 0 joint 3. No 68182 -�' S T E OF '44J Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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 SYNERGY HOMES-Winston-Budnik Res T23959896 2765385-SYNERGY-8401 V07 Valley 1 1 Job Reference(optional) Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 11:21:09 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-m_8L8Av78dpYDVSLHnl1 KS_LXnJz?kBgxtTNbozGws8 2-3-8 2-3-8 Scale=1:7.5 5x6 2 5.00 12 1 a a 6 3 2x4 Plate Offsets(X,Y)-- [2:0-10-4,0-14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 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 FBC2020/TP12014 Matrix-P Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-8 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. (size) 1=2-2-14,3=2-2-14 Max Horz 1=43(LC 12) Max Uplift 1=-28(LC 12),3=-46(LC 12) Max Grav 1=69(LC 17),3=75(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever 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)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,111111111111"t 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 ,% OIU IN will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 lb uplift at joint 1 and 46 lb uplift at `�� , ,••�G•E•N S �� joint 3. No 68182 ��• ST OF 44/ S�ONA� ;AV Joaquin Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 14,2021 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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