The URL can be used to link to this page

Home My WebLink AboutTrust® Luibber�design values4resin accordance with ANSI/TPI 1.section 6.3 These -.!puss designskrely_-on'�lumber values established by others. MiTek �� z��z_a��Y 'RE: - HomesByAburton_Moore(2515434) - - MITek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Homes By Aburton LLC Project Name: Moore Residence Model: . Lot/Block: 6 Subdivision: . Address: 7960 Plantation Lakes Dr. , . -- City: Port Saint Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 170 mph - Roof Load: 55.0 psf Floor Load: N/A psf This package includes 91 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 T22349927 CA 1/5/21 23 T22349949 PB2 1/5/21 2 T22349928 CJ 1 A 1/5/21 24 T22349950 PB3 1/5/21 3 T22349929 CJ3 1/5/21 25 T22349951 PB4 1/5/21 4 T22349930 CJ5 1/5/21 26 T22349952 PB5 1/5/21 5 T22349931 EJ2 1/5/21 27 T22349953 PB6 1/5/21 6 T22349932 EJ2A 1/5/21 28 T22349954 PB7 1/5/21 7 T22349933 EJ2B 1/5/21 29 T22349955 PB8 1/5/21 8 T22349934 EJ2C 1/5/21 30 T22349956, PB9 1/5/21 9 T22349935 EJ3 1/5/21 31 T22349957 PB10 1/5/21 10 T22349936 EJ5 1/5/21 32 T22349958 PB11 1/5/21 11 T22349937 EJ5A 1/5/21 33 T22349959 PB12 1/5/21 12 T22349938 EJ7 1/5/21 34 T22349960 PB13 1/5/21 13 T22349939 EHA 1/5/21 35 T22349961 RF01 1/5/21 14 T22349940 ERB 1/5/21 36 T22349962 RF02 1/5/21 15 T22349941 GE1 1/5/21 37 T22349963 RF03 1/5/21 16 T22349942 HA 1/5/21 38 T22349964 RF04 1/5/21 17 T22349943 HJ2 1/5/21 39 T22349965 RF05 1/5/21 ,18 T22349944 HJ3 1/5/21 40 T22349966 RF06 1/5/21 19 T22349945 HJ4 1/5/21 41 T22349967 RF07 1/5/21 20 T22349946 HJ5 1/5/21 • 42 T22349968 RF08 1/5/21 21 T22349947 HJ6 1/5/21 43 T22349969 RF09 1/5/21 22 T22349948 PB1 1/5/21 44 T22349970 RF10 1/5/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters ��t*111111180,,,�� provided by Builders FirstSource-Jacksonville. ��.` �G E N SF•... �i�' Truss Design Engineer's Name: Lee, Julius 0 69 100 •t My license renewal date for the state of Florida is February 28, 2021. * �►� IMPORTANT NOTE: The seal on these truss component designs is a certification STATE O F •�/� that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters -codes), .A- �i��cS' `�•O R�� Q••?`v`` shown (e.g., loads, supports, dimensions, shapes and design which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, Julius Lee PE No.34869 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: January 5,2021 Lee, Julius 1 of 2 MM W16 MiTek 0 MiTek USA, Inc. RE: HomesByAburton_Moore(2515434) - 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Homes By Aburton LLC Project Name: Moore Residence Model: . Lot/Block: 6 Subdivision: . Address: 7960 Plantation Lakes Dr. , . City: Port Saint Lucie State: FL No. Seal# Truss Name Date 45 T22349971 RF11 1/5/21 46 T22349972 RF12 1/5/21 47 T22349973 RF13 115/21 48 T22349974 RF14 1/5/21 49 T22349975 RF15 1/5/21 50 T22349976 RF16 1/5/21 51 T22349977 RR 7 1/5/21 52 T22349978 RR 8 1/5/21 53 T22349979 RF19 1/5/21 54 T22349980 RF20 1/5/21 55 T22349981 RF21 1/5121 56 T22349982 RF22 115/21 57 T22349983 RF23 1/5/21 58 T22349984 RF24 115/21 59 T22349985 RF25 1/5/21 60 T22349986 RF26 1/5/21 61 T22349987 RF27 1/5/21 62 T22349988 RF28 1/5/21 63 T22349989 RF29 1/5/21 64 T22349990 RF30 1/5/21 65 T22349991 RF31 1/5/21 66 T22349992 RF32 1/5121 67 T22349993 RF33 1/5/21 68 T22349994 RF34 1/5/21 69 T22349995 RF35 115/21 70 T22349996 RF36 1/5/21 71 T22349997 RF37 1/5/21 72 T22349998 RF38 1/5/21 73 T22349999 RF39 1/5/21 74 T22350000 RF40 1/5/21 75 T22350001 RF41 1/5/21 76 T22350002 RF42 1/5/21 77 T22350003 RF43 1/5/21 78 T22350004 RF44 1/5/21 79 T22350005 RF45 1/5/21 80 T22350006 RF46 1/5/21 81 T22350007 RF47 1/5/21 82 T22350008 RF48 115/21 83 T22350009 RF49 1/5/21 84 T22350010 RF50 1/5/21 85 T22350011 RF51 1/5/21 86 T22350012 V1 1/5/21 87 T22350013 V2 1/5/21 88 T22350014 V3 1/5/21 89 T22350015 V4 1/5/21 90 T22350016 V5 1/5/21 91 T22350017 V6 1/5/21 2 of 2 Job Truss Truss Type Oty Ply T22349927 HOMESBYABURTON_MOO E9)f Comer Jack 23 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244. 8.43U 5 NOV 3D Zuzu MI I eK Inaustries, Inc. I ue Jan b 14:u8:38 2u21 Page 1 ID:Xa7MoXE41yVMdOu M rggXTuy3Ssr-WmOESEoMZv8xvgwOjEUXND uVZ_cGBxgS761z3KzyNtz -1-4-0 1-0-0 1-4-0 1-0-0 5X6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.00 2 >999 240 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/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=87(LC 12) Max Uplift 3=-63(LC 1), 2=-237(LC 12) Max Grav 3=68(LC 12), 2=287(LC 1), 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale: 1.5°=1' PLATES GRIP MT20 2441190 Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; End, GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at --lb) 2=237. ..... . EIV&�.• .��. 34869 ='0: �cc: 10 40 ?� . �� 00 74f 10NAL Julius Lee PE No.34869 Mrrek uSA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE Mil-7473 rev. 511912020 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 propedy incorporate this design Into the overall building design. Bracing indicated is to prevent budding of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTeie 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 ANSUTPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 T22349928 HOMESBYABURTON_MOO ii Bd)fA Comer Jack 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:09:36 2021 1-0-0 V 0 Scale: 1.5"=l' LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.26 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/TPI2014 Matrix-P Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-1-8 Max Horz 2=87(LC 12) Max Uplift 3=-48(LC 1), 2=-222(LC 12) Max Grav 3=55(LC 12), 4=20(LC 3), 2=272(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt—Ib) 2=222. ,,`,�1111111/�II,I E At 34869 ��Il/lllll�►0% Julius Lee PE.No.34869 Mrrek USA; Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® 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 property 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 ANS9TP/l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3 T2249929 HOMESBYABURTON_MOOResp Comer Jack 14 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 202U MiTek Industries, Inc. Tue Jan 5 14:09:37 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-_zydfap7KDGnWgVaHxOmvQRedOxSwOwcMmV WCmzyNty -1.4-0 3-0-0 1-4-0 3-0-0 Scale = 1:13.1 3x6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.00 2-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.01 2-5 >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/TPI2014 Matrix-P I Weight: 14 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 -t 1-7-0 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=146(LC 12) Max Uplift 4=-56(LC 9), 2=-225(LC 12) Max Grav 4=79(LC 17), 2=351(LC 1), 5=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 at=lb) 2=225. F I 40 :• No 34869 ••'. Julius Lee PE No,34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 101II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® 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 property 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 ANSM11 Quality Criteria, DSO-89 and SCSI Building Component 69D4 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 City Ply T22349930 HOMESBYABURTON_MOOIE-JO Corner Jack 10 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:09:38 2021 Page 1 I D:Xa7MoXE4 iyVMdOu M rggXTuy3Ssr-S9W?tvpd5WOe8_4nrfX?Sezj4nEofrA]aQE48DzyNtx -1-4-0 5-0-0 r 1-4-0 5-0-0 44 = 3x8 1I Scale = 1:19.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.79 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/TPI2014 Matrix-P Weight: 20 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 10-0-0 oc bracing. WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=207(LC 12) Max Uplift 3=-138(LC 12), 2=-234(LC 12) Max Grav 3=193(LC 17), 2=438(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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-13 to 1-7-3, Interior(1)1-7-3 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) except (jt=lb) 3=138,2=234. ,��SU�-�US� DENS .� No 34869 A- P, iFs•,<pRIO, ti11,0i) N Al E %�� Julius Lee PE No.34869 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web andfor 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 ANSNTP/r Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349931 HOMESBYABURTON_MOO Ezf� Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:09:39 2021 Page 1 I D:Xa7MoXE4iyVMdOuM rggXTuy3Ssr-wL4N4Fq FsgWVm8fzPM2E_rWOzBeSOl Qup4_dgfzyNtw 410 2-0-0 1-4, 2-0-0 Scale = 1:10.5 3x4 = Plate Offsets (X,Y)— [2:0-0-0,0-1-01,[2:0-1-12,0-7-14) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 24 >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 2-0-0 oc pudins. 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) 3=Mechanical, 4=Mechanical, 2=0-1-8 Max Horz 2=118(LC 12) Max Uplift 3=-38(LC 9), 2=-189(LC 12) Max Grav 3=53(LC 17), 4=39(LC 3), 2=281(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 1-11-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at --lb) 2=189. ,�t,111111/II/II w\�IUS 34869 R,O•. , 'ON AXL J Julius Lee PE No.34869 MiTek USA, Inc. FL Cert6634 6904 Parke -East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 appliwbllity of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web andtor 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 fabdcalion, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPll Quality Criteria, DSS-89 and SCSI Building Component Safety Information available from Thus Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Type Qty Ply (Truss T22349932 HOMESBYABURTON MOOT}EOM Jack -Open 1 1 I Job Reference (optional) Milders FlrstSOurce (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:09:39 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-wL4N4FgFsgWVmBfzPM2E rW2ABeSOIQup4_dgfzyNtw 2-0-0 2-0-0 Scale = 1:10.5 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 1-3 >999 160 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-P I I Weight: 9 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 2=Mechanical, 3=Mechanical, 1=0-1-8 Max Horz 1=74(LC 12) Max Uplift 2=-74(LC 12). 1=-23(LC 12) Max Grav 2=95(LC 17), 3=39(LC 3), 1=109(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 at joint(s) 1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 1. ``, J �1111111/1//I ,` %. •'�GENe40 1. ft N 34869 00 i Q r•• ONAI- 0 Julius Lee PE No.34869 Mrrek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MnEK REFERENCE PAGE MII-7473 rev. 5I19/2020 BEFORE USE. Design valid for use only with M7ek® 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 budding design. Bracing Indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing Is for MiTek" always required stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criterla,'DSS-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty ply T22349933 HOMESBYABURTON MOOREd;B Jack -Open 2 1 Job Reference o tional Builders Firstsource (Jacksonville, FL), Jacksonville, FL - 32244, 6.431.1 S NOv 3U ZUZU Mi I ek Industries, Inc. I ue Jan o 14:UVAU ZUZI rage I I D:Xa7MoXE4iyVMdO uMrggXTuy3Ssr-OYei I brtd8eMN IE9y3ZTX33BIbj7lg22kjBD5zyNty -1-4-0 2-0.12 1 4-0 2-0-12 - Scale = 1:10.7 3x4 = Plate Offsets (X,Y)— [2:0-0-010-1-0), [2:0-1-12,0-7-14) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.00 2 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 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 FBC2020ITP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-12 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) 3=Mechanical, 2=0-1-8, 4=Mechanical Max Horz 2=118(LC 12) Max Uplift 3=37(LC 9), 2=-196(LC 12) Max Grav 3=48(LC 17), 2=288(LC 1), 4=39(LC 3) FORCES. ' (Ib) - 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-4-12 to 1-7-4, Interior(1) 1-7-4 to 2-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. i 3) This truss has been designed for a 10.0 psf bottom chord live load norlconcurrent with any other live loads. 4) ' This truss has been designed for live load 20.Opsf the bottom in 3-0-0 by 2-0-0 U `S L �� a of on chord all areas where a rectangle tall wide �� •• �� will fit between the bottom chord and any other members. *41 p E AI ,9 J� ' 5) Refer to girder(s) for truss to truss connections. �� ; �\ • ••: 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) = -34869 2=196. � r 00 ♦ '� . Julius tee PE No.34869 MITekUSA, Inc. FL Cert 6634 69D4 Parke:East Blvd. Tampa -FL 33610 Date: January 5,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with Mi rek® 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 propedy Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web andfor 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 ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349934 HOMESBYABURTON_MOORE4C Jack -Open 1 1 1 II Job Reference o tional nuuaers mrstbource (Jacksonville, FL), Jacksonville, FL - 32244, 3x4 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:09:40 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-OYellbrtd8eMNIE9y3ZTX33Dzb_j7lg22kjB D5zyNty Scale = 1:10.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 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 FBC202OTrP12014 Matrix-P I I Weight: 9 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 2=Mechanical, 3=Mechanical, 1=0-1-8 Max Horz 1=74(LC 12) Max Uplift 2=74(LC 12), 1=-21(LC 12) Max Grav 2=94(LC 17), 3=39(LC 3), 1=107(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C: Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 1. 4. ,,`�� jv►,IUS•, �E� i,��i �.V ENSn N 34869 i� • I�R I/4J('fvA r Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parko.East Blvd. Tampa FL 33610 Date: January 5,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED Mn'EK REFERENCE PAGE MII-7473 rev. 5I1912020 BEFORE USE. -- Design valid for use only with MITekO 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 budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always for MiTek required stabirrty 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 ANSV7P/1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349935 Jack -Open 8 1 FJobReferenceHOMESBYABURTON_MOO" (optional) Builders FlrstSource (Jacksonville, FL), Jacksonville, FL - 32244, 4x4 = 3-0-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:09:412021 Page 1 Scale=1:13.1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (]cc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 16.0 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 FBC2020frP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=146(LC 12) Max Uplift 3=-56(LC 9), 2=225(LC 12) Max Grav 3=79(LC 17). 2=351(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=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Gt=lb) 2=225. v1.jus .... `�F .. 40 34869 to • Julius Lee PE No.34869 MiTek USA, Inc, FL Cert 6634 6904 Parke.East Blvd. Tampa FL 33610' Date: January 5,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I2020 BEFORE USE. Design valid for use only with M7ek0 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 budding 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 ANSUTP11 Quality Criteria, DSB-e9 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Type Qty Ply (Truss T22349936 HOMESBYABURTON_MOO E-J D Jack -Open 4 1 Job Reference o tional Builders FlrstSource (Jacksonville, FL), Jacksonville, FL - 32244. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:09:42 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-LwmWjHt79lu4dbOY4UbxcU8PQPbtbf9LV2CHF zyNtt -1-4-0 , 5-10-8 1�-0 r 5-10-8 Scale = 1:21.1 04 = 3x8 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.05 2-4 >999 240 MT20 - 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.11 2-4 >608 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ffP12014 Matrix-P I Weight: 23 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=233(LC 12) Max Uplift 3=-172(LC 12), 2=243(1_C 12) Max Grav 3=239(LC 17), 2=482(LC 1), 4=110(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.1 B; MWFRS (directional) and C-C Exterior(2E)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 5-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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) except (jt=lb) 3=172, 2=243. Julius Lee PE No.34869 MITek USA, Inc. FL Cert6634 6904 Parke -East Blvd. Tampa FL 39610 Date: January 5,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DS849 and BCS1 Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke Fast Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply T22349937 HOMESBYABURTON_MOOF EzIFA Jack -Open 22 1 Job Reference (options[) nuncers rirsioource tdacKsonwiie, t-L), JaCKsonville, rL - JZZ44, 8.4SU s Nov 3U ZUZU MITek Industries, Inc. TUB Jan 5 14:09:43 2021 Page 1 I D:Xa7MoXE4iyVMdOuM rggXTuy3Ssr-p7Juwdtlw3OxFlzkeC6A9hhapoxzKOPUkiyrpQzyNts 1 �-0 5-0-0 1 4-0 5-0-0 4x4 = 3x8 I I Scale=1:19.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefj Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(LI-) -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 FBC2020rrP12014 Matrix-P I Weight: 20 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=207(LC 12) Max Uplift 3=-138(LC 12), 2=-234(LC 12) Max Grav 3=193(LC 17), 2=438(LC 1), 4=92(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) except (jt=lb) 3=138, 2=234. ♦♦��j�.IUS, ZF��i�i cEN 34869 oo Julius Lee PE No.34869 Welt USA, Inc. FL Cert 6634 6904 Parkefast Blvd. Tampa FL 33610 Date: January 5,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MI1.7473 rev. 511912020 BEFORE USE. Design valid for use orgy with MTek® 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 property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing Is always required for MiTek' 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 ANSM11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Type Qty Ply (Truss T22349938 HOMESBYABURTON_MOO Ed) Jack -Open 10 1 Job Reference (optional) t3ulloers FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:09:43 2021 Page 1 I D:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-p7J uwdtlw3OxFlzkeC6A9hhh KossK4oU kiyrpQzyNts 3-" i T-0-0 1 4 0 3-6-0 3.6-0 Scale = 1:23.7 4x4 = 3x8 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in floc) I/deft Ltd PLATES GRIP TCLL 30.0 Plate Gap DOL 1.25 TC 0.37 Vert(LL) -0.11 2-6 >695 240 MT20 244/190 TCDL 15.0 NO Lumber DOL 1.25 BC 0.59 Vert(CT) -0.23 2-6 >347 180 BCLL Rep Stress Incr YES WB 0... Horz(CT) -0.00 6 Na n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P I Weight: 32 Ito FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=268(LC 12) Max Uplift 4=-104(LC 12), 2=-256(LC 12), 6=-90(LC 12) Max Grav 4=143(LC 17), 2=540(LC 1), 6=220(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-393/195 BOT CHORD 2-6=-499/362 WEBS 3-6=-409/564 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 8-2-15 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteaor(2E)-14-13 to 1-7-3, Interior(1) 1-7-3 to 6-114 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap 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) 6 except Ut--lb) 4=104, 2=256. 01111111181111 SWOUS J� ; v�GENs�.. • 34869 • r � r . O R 1 O P C?N�`�, S....... 0 AX. Julius Lee PE No.34869 MiTek USA, Inc. R. Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSI/7Pll Quality Criteria, DSB-89 and BCSI Building Component Satelylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty, Ply T22349939 HOMESBYABURTON_MOOqEdTA Jack -Open 6 1 [job Reference (optional) ounueib nrsroource tiacKsonviiie, FL), JacKsonvine, I•L - 37144, B.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:09*44 2021 Page 1 ID:Xa7MoXE4iyVMdOuM rggXTuy3Ssr-HJtG7zuOh MBosvYxBvePhvD ibC7H 3ZfezM hOMszyNtr -1�-0 2-5-14 7-0-0 1Z 2-5-14 4-6-2 4x4 = 3x8 II 3x4 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.26 5-6 >308 240 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.27 5-6 >292 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.11 5 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except` 6-7: 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=268(LC 12) Max Uplift 4=-163(LC 12), 2=-253(LC 12), 5=-30(LC 12) Max Grav 4=245(LC 17), 2=551(LC 1), 5=134(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-437/181 BOT CHORD 2-7=-445/410, 3-6=-410/445 Scale=1:22.8 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 29 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-13 to 1-7-0, Interior(1) 1-7-0 to 6-114 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. y7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at=lb) 4=163, 2=253. 00 3%-IU S' t'j� ��II �\G E N % 34869 so ice' •�� .6 4f 111"If ONA Julius Lee PE No.34869 MiTek USA, Inc. FL Cert6634 69D4 Parke.EastBlvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verify design paremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,11II-7473 rev. 6119/2020 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 property 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 ANSVTPlf Quality Criteria, DS19-e9 and BCSI Building Component I 691M Park Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, Me East Blvd. D 20601 Tampa, Parke East Job Truss Truss Type Qty Ply T22349940 HOMESBYABURTON_MOO EdjB Jack -Open 6 1 Job Reference (optional) builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:09:45 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-IVReUvOSgGfU367ld9eE6ml gcgWoz7nBORyuJzyNtq 1 4 0 4-4-0 _ , 7-0-0 1 4-0 4-4-0 - 2-8-0 Scale=1:25.7 2x4 II LOADING SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 30.0 30.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.01 2-6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 2-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P I Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 REACTIONS. All bearings Mechanical except (jt=length) 2=0-8-0, 6=0-8-0. (lb) - Max Horz 2=268(LC 12) Max Uplift All uplift 100 lb or less at joints) 4 except 2=-167(LC 12), 6=-227(LC 12) Max Grav All reactions 250 lb or less at joints) 4, 5 except 2=376(LC 1), 6=441(LC 17) FORCES. (lb) -Max. CompJMax. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=375/201 WEBS 3-6=-430/600 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&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 at=lb) 2=167, 6=227. JuS,CFc�i�� • %G E N.S, No 34869 OR%0Q'G�= /0NAL E��. Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke.East Blvd, Tampa'FL 33610 Date: January 5,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED Mn-EK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. - Design valid for use only with MrrekO 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 end bracing of trusses and truss systems, see ANSIyrPli 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 T22349941 HOMESBYABURTON_MOO ii6�1 Jack -Open Supported Gable 1 1 Job Reference (optional) Builders FlrstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.43U S NOV 3U 2UZU MI TeK Industries, Inc. Tue Jan 5 14:U9:45 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-IVReUvOSgGfIJ367ld9eE6m1FcgRozQnBORyuJzyNiq -4 -0 7-0-0 1-0-0 + 7-0-0 — Scale = 1:24.9 8 7 6 3x4 = 2x4 11 2x4 II 2x4 3x8 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020J TP12014 Matrix-P I Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 REACTIONS. All bearings 7-0-0. (lb) - Max Horz 2=265(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 6 except 2=113(LC 12), 7=-128(LC 12), 8=-148(LC 12) Max Grav All reactions 250 lb or less at joint(s) 6, 7 except 2=299(LC 1), 8=304(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-541/202, 3-4=274/88 WEBS 4-7=-185/416, 3-8=-311/536 Structural wood sheathing directly applied or 6-0-0 oc purling, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCOL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E)-1-4-13 to 1-7-3, Exterior(2N) 1-7-3 to 6-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=113, 7=128, 8=148. 0�j�-iUS� 34869 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 ParkerEast Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mlrek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not t' 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 M iTek' 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 ANSLITP/1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349942 HOMESBYABURTON MOO 6dJ Diagonal Hip Girder 4 1 Job Reference (optional) ustoource tJaCKSonvine, I-L), JacKsonvale, FL - 32244, 6.43V s Nov 8U 2UZU Mi I eK Industries, Inc. TUe Jan 5 14:09:46 202-1 Page 1 I D:Xa7MoXE4iyVMdOu MrggXTuy3Ssr-Dh70YfweD_OW 6DhJJKgtmKJ9YOgIXN7wQgAVQIzyNtp -1-10-10 4-0-14 B-2-15 0-1 1-10 4-0-14 4-2-1 Scale = 1:21.8 4x4 = 2x4 11 5 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.07 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 i Horz(CT) 0,01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 40 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=231(LC 8) Max Uplift 4=-11O(LC 8), 2=513(LC 8), 6=-389(LC 8) Max Grav 4=161(LC 1), 2=734(LC 28), 6=578(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-894/429 BOT CHORD 2-7=-507/769, 6-7=-507/769 WEBS 3-7=-221/342, 3-6=-832/548 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) N/A 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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 joints) except (jt=lb) 4=110, 2=513, 6=389. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 92 lb up at 1-4-15, 78 lb down and 92 lb up at 1-4-15, 63 lb down and 62 lb up at 4-2-15, 63 lb down and 62 lb up at 4-2-15, and 172 lb down and 155 lb up at 7-0-14, and 172 lb down and 155 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=90, 2-5=-20 )kjuS/•OFF �� • •'\C ENS' 34869 ••• • r Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 --Continuefton-page WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTeW 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 property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for MiTek" 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 ANSIRPH Quality Criteria, DSB49 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Pl7job T22349942 HOMESBYABURTON_MOOf�Bd) Diagonal Hip Girder 4 Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:09:46 2021 Page 2 I D:Xa7MoXE4iyVMdO uMrggXTuy3Ssr-D h?OYfweD_O W 6DhJJKgtmKJ9YOgIXN7wQgAVQIzyNtp LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-87(F=-44, B=-44) 8=99(F=49, B=49) 9=-344(F=-172, B=-172) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 511912020 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 andfor 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 ANSIITPII Quality Criteria, DSB•89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349943 HOMESBYABURTON MOOS Eldp Diagonal Hip Girder 4 TJb Reference (optional) nullcers rlrstCiOurCe (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 ZUZU MITek Industries, Inc. Tue Jan 5 14:09:47 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-huZPm_wG_H W NjMGVt2B6JXrKIQJNGvO4fKw2yBzyNto AA040 _ _ 4-2-3 1-10-10 4-2-3 3x4 = 4-2-3 Scale = 1:12.8 LOADING ll SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.04 2-4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.04 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-P I Weight: 19 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=144(LC 8) Max Uplift 3=-66(LC 5), 2=-355(LC 8), 4=-15(LC 17) Max Grav 3=109(LC 1), 2=452(LC 28), 4=71(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf: h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 3, 4 except at --lb) 2=355. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 92 lb up at 1-4-15, and 78 lb down and 92 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. -8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-90, 2-4=-20 Concentrated Loads (lb) Vert: 5=99(F=49, B=49) ♦♦♦♦�,�j�•lUS'�LF�i��', IV No 34869 lip "0141 ,lSS1 ••....�•��\ N♦♦ �ONA"E�♦0♦ Julius Lee PE No.34869 MITek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTekO 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 property 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 ANSMI1 Quality Criteria, DSB-99 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 T22349944 HOMESBYABURTON_MOOIEJD Diagonal Hip Girder 1 L 1 II Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:09:48 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-947nzKxulbeELWdoliLsIOV2pWu?D2Du fcVezyNtn -1-10-10 4-10-7 9-10-1 1-10-10 4-10-7 4-11-10 R 4x4 = 3x6 11 2x4 11 3x4 = 5 Scale=1:25.1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/rP12014 CSI. TC 0.57 BC 0.88 WB 0.61 Matrix-S DEFL. in Vert(LL) 0.12 Vert(CT) -0.15 Horz(CT) 0.01 (loc) I/defl Ud 6-7 >946 240 6-7 >727 180 6 n/a n/a PLATES - GRIP MT20 244/190 Weight: 44 lb Fr = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-6 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-5-10 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.2 REACTIONS. (size) 4=Mechanicat, 2=0-8-0, 6=Mechanical Max Horz 2=265(LC 8) Max Uplift 4=-123(LC 8). 2=-590(LC 8), 6=-375(LC 8) Max Grav 4=185(LC 1), 2=864(LC 28), 6=579(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1199/616 BOT CHORD 2-7=-718/1055, 6-7=-718/1055 WEBS 3-7=-309/457,3-6=-1138/774 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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) N/A 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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 at --lb) 4=123, 2=590, 6=375. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 92 lb up at 1-4-15, 78 lb down and 92 lb up at 1-4-15, 63 lb down and 62 lb up at 4-2-15, 63 lb down and 62 lb up at 4-2-15, and 167 lb down and 155 lb up at 7-0-14, and 167 lb down and 155 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-90, 2-5=-20 ,,��Illlll/1fI��I �� . �\ . SF•.••• ice. �'• No 34869 D**:* vim• � �v Q R 1 O P G\,,,�. ��1I111IIN� Julius Lee PE 14o.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke:East Blvd. Tampa FL 33610 Date: January 5,2021 -Continuedvnpag- WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 5/19I2020 BEFORE USE. Design valid for use only with Mi rek® 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVI PI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349944 HOMESBYABURTON_MOCIEM$ Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:09A8 2021 Page 2 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-947nzKxulbeELWdQliLsIOV2pWU?D2Du fcVezyNtn LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=99(F=49, B=49) 9=-87(F=-44, B=-44) 10=-335(F=-167, B=-167) A WARNING -Verify design parametersend READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 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 for MiTek' Is always required 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 ANSLITP11 Quality Criteria, DSB•89 and BCS1 Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Type I Qty I Ply T22349945 Diagonal Hip Girder Job Reference Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8A30 s Nov 30 2020 MTek Industries, Inc. Tue Jan 5 14:09:49 2021 Page 1 ID:Xa7MoXE41yVMdOuMrggXTuy3Ssr-dGh9BgyWVvn4zgQu_SDaOywbtDugkpuN6dP914zyNtm 1-10-10 3-5-7 7-0-2 1-10-10 3-5-7 3-6-10 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.21 2-4 >384 240 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.30 2-4 >261 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=205(LC 8) Max Uplift 3=-171(LC 8), 2=-442(LC 8), 4=-62(LC 4) Max Grav 3=263(LC 1), 2=622(LC 28). 4=135(LC 28) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. I4 0 Scale = 1:19.4 N A n N ( PLATES GRIP MT20 244/190 Weight: 28 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 Gt=1b) 3=171, 2=442. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 92 lb up at 1-4-15, 78 lb down and 92 lb up at 1-4-15, and 63 lb down and 62lb up at 4-2-15, and 63 lb down and 62 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. -8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 _ Uniform Loads (plf) Vert: 1-3=-90, 2-4=-20 Concentrated Loads (lb) Vert: 5=99(F=49,B=49)6=-87(F=-44,8=-44) No 34869 ••�: _ ni * .* Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parkefast Blvd. Tampa FL33610 Date: January 5,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5I1912020 BEFORE USE. OFDesign 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 property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing M iTek• 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 ANSM11 Quality Criteria, DS&89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349946 I HOMESBYABURTON_MOOE)dp Diagonal Hip Girder 1 1 Job Reference (optional) t3ullaers Flrstbource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:09:49 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-dGh9BgyWVvn4zgQu_SDaOywhoDl_kpuN6dP914zyNtm -1-10-10 — -- - 2-9-3 1-10-10 —� 2-9-3 Scale = 1:10.4 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.44 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.61 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0,00 Horz(CT) -0.00 3 n/a - n/a BCDL 10.0 Code FBC2020frP12014 Matrix-P I Weight: 15 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-1-12, 4=Mechanical Max Harz 2=114(LC 8) Max Uplift 3=-39(LC 5), 2=-299(LC 8), 4=-12(LC 17) Max Grav 3=53(LC 13), 2=374(LC 1), 4=50(LC 22) FORCES. (lb) -Max. Comp./Max. Ten, -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=299. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 74 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 2-4=20 Concentrated Loads (lb) Vert 5=42(B) E Ns 34869 1111,1111111111100 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEIC 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 verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing Is for MiTek' always required stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUIP11 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute. 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Tr Truss Type O ty Ply T22349947 HOMESBYABURTON_MOOJBdp Diagonal Hip Girder 1 1 Job Reference o floral tduilaers MratSOUfCe (Jacksonville, FL), Jacksonville, FL - 32244, 6.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:09:50 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-6TFXOOz8GCvxag74YAkpxATsYdL1 TG8WLH81ZWzyNU -1-10-10 2-10.4 r 1-10-10 2-10-4 Scale = 1:10.5 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.02 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-P I Weight: 15 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 3=Mechanical, 2--10-1-12, 4=Mechanical Max Horz 2=116(LC 8) Max Uplift 3=-11(LC 5), 2=-313(LC 8), 4=-55(LC 17) Max Grav 3=58(LC 13), 2=366(LC 28), 4=79(LC 20) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=313. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 75 lb up at 1-4-15, and 78 lb down and 91 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-90, 2-4=-20 Concentrated Loads (lb) Vert: 5=91(F=43, B=48) N 34860 • ,* . ' 4 44--fl, 1#4 ON Julius Lee PE No34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa F6 33610 Date: January 5,2021 WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. -- Design valid for use only with MTek0 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 property 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 ANSVTPH Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. st Tampa, FL 36 Job Truss Truss Type Qty Ply T22349948 HOMESBYABURTON_MOO EB)1 Piggyback 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:09:512021 Page 1 ID:Xa7MoXE4IyVMdOuMrggXTuy3Ssr-afovbMznl W 1 oC_aH6tG2TN04J1jPClxgaxuG5yzyNtk 15-5-8 Scale = 1:26.2 6.00 12 6x8 3x8 II 13 14 6x8 2 Io d 3x4 = 12 11 10 9 3x4 = 15-5-8 Plate Offsets (X,Y)— [3:0-4-0,0-1-151,[6:0-4-0,0-1-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.24 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 8 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 I Horz(CT) 0.00 9 file n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 45 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 13-6-14. (Ib) - Max Hors 2=34(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 2,7 except 12=-104(LC 8), 9=-105(LC 9), 11=-199(LC 8), 10=-199(LC 9) Max Grav All reactions 250 lb or less at joints) 2, 7 except 12=305(LC 1), 9=305(LC 1), 11=414(LC 22), 10=414(LC 21) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 4-11=-343/315, 5-10=343/315 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 04-11 to 2-0-0, Extedor(2R) 2-0-0 to 6-1-12, Interior(1) 6-1-12 to 13-5-8, Exterior(2E) 13-5-8 to 15-0-13 zone;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) 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. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7 except (jt=1b) 12=104,9=105,11=199,10=199. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. N ,,�{111111/fI��I v1r1US00 LF �ii N 34869 •• �, .•�/� OR X Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke -East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andfor 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply I T22349949 HOMESBYABURTON_MOO EB)2 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MTek Industries, Inc. Tue Jan 5 14:09:58 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-t?JZ313AOgvpY3cd0ruiGsoGLr61 LtnhBX482zyNtd Scale = 1:26.2 4x4 = 6.00 1z 2x4 11 2x4 11 13 14 4x4 = T 3x4 = 12 11 10 9 3x4 = 2x4 11 2x4 11 2x4 11 2x4 11 15-5-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.26 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 0.09 Hor7(CT) 0.00 7 n/a n1a BCDL 10.0 Code FBC2020frP12014 Matrix-S - Weight: 47 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 13-6-14. (lb) - Max Horz 2=-44(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 2,7 except 12=-113(LC 12), 11=-177(LC 8), 9=-113(LC 12), 10=-177(LC 9) Max Grav All reactions 250 lb or less at joints) 2,7 except 12=322(LC 1), 11=360(LC 22), 9=322(LC 1), 10=360(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-258/254, 4-11=-299/292, 6-9=-258/251, 5-10-2991292 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=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-11 to 2-5-12, Exterior(21R) 2-5-12 to 6-7-8, Interlor(1) 6-7-8 to 12-11-12, Extedor(2E) 12-11-12 to 15-0-13 zone;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) 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. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 7 except (jt=lb) 12=113, 11=177, 9=113, 10=177. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. titsi111'i11/..ICI �wLIUS No 34869n n* Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 69D4 Parke:East Blvd. Tampa'FL 33610 Date: January 5,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1g/2020 BEFORE USE. Design valid for use only with MiTeR® 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 ANSM11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty , Ply T22349950 HOMESBYABURTON_MOO ESP Piggyback 1 1 I Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 44 = 6.00 Fiff 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:09:59 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-LCHxH54o9zlg9DBpaZPxo3LRvFSJ4LSrPBghOVzyNtc 15-5-8 Scale = 1:26.2 2x4 11 12 4 13 4x4 = 14 3x4 = 10 9 a 3x4 = 2x4 11, 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.27 TCDL 15.0 Lumber DOL 1.25 8C 0.09 BCLL 0.0 Rep Stress Incr YES WB 0.06 BCDL 10.0 Code FBC2020/TPI2014 Matrix-S DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) 0.00 7 n/r 120 MT20 244/190 Vert(CT) 0.00 7 n/r 120 Horz(CT) 0.00 6 n/a n/a 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 pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. All bearings 13-6-14. (lb) - Max Horz 2=-74(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-128(LC 12), 6=-128(LC 12), 9=-211(LC 9), 10=-134(LC 12), 8=-134(LC 12) Max Grav All reactions 250 lb or less at joints) 2, 6 except 9=465(LC 21), 10=359(LC 1), 8=359(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-395/340, 3-10=275/258, 5-8=-275/257 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-11 to 3-4-11, Interior(1) 34-11 to 3-11-0, Exterior(2R) 3-11-0 to 8-1-15, Interior(1) 8-1-15 to 11-6-8, Exterior(2E) 11-6-8 to 15-0-13 zone;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) 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. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2, 128 lb uplift at joint 6, 211 lb uplift at joint 9, 134 lb uplift at joint 10 and 134 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. al u S'•� i No 34869n • r•- � .L p R.�O•. �N��. Julius Lee PENo.34869 MITek USA, Inc. FL Cert6634 6904'Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MITek0 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 property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB•89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349951 HOMESBYABURTON_MOOREB)1 Piggyback 2 1 Job Reference o tlonal Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tull Jan 5 14:10:00 2021 Page 1 I DXa7MoXE4iyVMdOuMrggXTuy3Ssr-pOrJ UR4QwH9XnMm77GwALH udefoopok_erZEwxzyNtb 15-5-8 15-5-8 Scale=1:26.2 4x4 = 4x4 = 4 16 5 17 6 3x4 = 14 13 12 11 10 3x4 = 15-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 9 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 9 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2020[TP12014 - Matrix-S Weight: 55 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. All bearings 13-6-14. (lb) - Max Horz 2=84(LC 11) Max Uplift All uplift 100 lb or less at joints) 13, 11 except 2=110(LC 12), 8=-110(LC 12), 12=-185(LC 9), _ - 14=-151(LC 12), 10=-151(LC 12) Max Grav All reactions 250 lb or less at joints) 2, 8, 13, 11 except 12=416(LC 1), 14=283(LC 17), 10=283(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-12=-346/323,3-14=-222/289,7-10=-221/289 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=4.2psf,, BCDL=3.Dpsf, h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-4-11 to 3-4-11, Interior(1) 3-4-11 to 44-12, Exterior(2R) 44-12 to 8-7-11, Interior(1) B-7-11 to 11-0-12, Exterior(2E) 11-0-12 to 15-0-13 zone;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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -8) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11 except Qt=1b) 2=110, 8=110, 12=185, 14=151, 10=151. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,�� G,E N:S ••�' ♦i 348`69 -a ♦ •..s. I ♦♦♦�i� �ONA11 e�. Jullus Lee PE No.34869 MITek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. J Design valid for use only with Mi7ek® 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 property 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349952 HOMESBYABURTON_MOO eap Piggyback 1 1 Job Reference o tional Builders FirstScurce (Jacksonville, FL), Jacksonville, FL - 32244, 6.431.) s NOV 3u zuzu mi I ex lnoustnes, Inc. I ue ,han b 14:1 u:ui 2021 rage 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-HaPhin52hbHNPW LCh_RPtUQnc37CYEhBtVJoSNzyNta Scale = 1:26.2 4x4 = 44 = 15 16 3x4 = 12 11 10 9 3x4 = 3.6 11 2x4 11 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.26 TCDL 15.0 Lumber DOL 1.25 BC 0.13 BCLL 0.0 Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FBC2020/TPI2014 Matrix-S DEFL. in floc) I/deft Lid PLATES GRIP Vert(LL) 0.01 8 n/r 120 MT20 244/190 Vert(CT) 0.01 8 n/r 120 Horz(CT) 0.00 7 n/a n/a Weight: 56 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. All bearings 13-6-14. (lb) - Max Horz 2=124(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) 2, 10 except 7=131(LC 12), 11=-118(LC 12), 12=-212(LC 12), 9=-246(LC 12) Max Grav All reactions 250 lb or less at joints) 2, 7, 10 except 11=368(LC 1), 12=402(LC 17), 9=466(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-11=289/262, 3-12=-344/420, 6-9=-355/428 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-4-11 to 3-4-11, Interior(1) 3-4-11 to 6-4-0, Exterior(2E) 6-4-0 to 9-1-8, Extedor(2R) 9-1-8 to 13-4-7, Interior(1) 134-7 to 15-0-13 zone;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) 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. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10 except (jt=lb) 7=131, 11=118, 12=212, 9=246. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,,lll1►t11U1,,�,' � US ENS�..� .� No 34869 lA 9L.. JA 2� IVP- Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MITek:0 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 property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing WOW 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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sa" Intormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349953 HOMESBYABURTON_MOOIE8)S Piggyback 8 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:10:02 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-Imz3v76gSuPEOgwOFhyeQizyulTgHhsH692L_gzyNtZ 15-5-8 7-8-12 Scale = 1:27.1 4x4 = 3x4 = 10 9 a 3x4 = 2x4 11 2x4 11 2x4 11 15-5-B 15-5-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in Qoc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 6 n/r 126 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-S Weight: 54 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 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 13-6-14. (Ib) - Max Horz 2=153(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9 except 10=-241(LC 12). 8=-241(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=384(LC 1), 10=455(LC 17), 8=454(LC 18) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-302/179,3-10=-378/458, 5-8=-378/458 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 04-11 to 34-11, Interior(1) 3-4-11 to 7-8-12, Exterior(2R) 7-8-12 to 10-8-12, Interior(1) 10-8-12 to 15-0-13 zone;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) Gable requires continuous bottom chord bearing. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9 except Qt=lb) 10=241, 8=241. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,,`�{I/lit Sv\ 1U S� •�GEIV �• �' 3486.0 00 ......... Julius Lee PE'No.34869 MiTek USA, Inc. FLBert 6634, 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5119Y1020 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 property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor 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 ANSVTP11 Quality Crlterle, DSB-89 and BCSI Building Component 6904 Parke Past Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FI. 36610 Job Truss Tpayru Truss Type Qty Ply T22349954 HOMESBYABURTON_MOO PIGGYBACK 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 7-8-12 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:10:03 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-DzXS7T71 CCX5egVapPTtzvW 7espvO86RKpouXGzyNtY 15-5-8 Scale = 1:27.1 4x4 = 3x4 = 10 9 a 3x4 = 2x4 11 2x4 11 2x4 11 15-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. Al bearings 13-6-14. (lb)- Max Harz 2=153(LC 11) - Max Uplift All uplift 100 lb or less atjoint(s) 2, 6, 9 except 10=-241(LC 12), 8=-241(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=384(LC 1), 10=455(LC 17), 8=454(LC 18) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-9=-3021179, 3-10=-378/458, 5-8=-378/458 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-4-11 to 3-4-11, Interior(1) 3-4-11 to 748-12, Exterior(2R) 7-8-12 to 10-8-12, Interior(1) 10-8-12 to 15-0-13 zone;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) Gable requires continuous bottom chord bearing. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9 except Qt=lb) 10=241, 8=241. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,,,�1111t1!11///,�I ,,,v\' Nie • No 34869 �* r • _ Ai i �p1Nr' Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andfor 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/TP11 Quality Criteria, DSB-e9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Thus Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply (Truss T22349955 HOMESBYABURTON_MOOJES)3 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MTek Industries, Inc. Tue Jan 5 14:10:04 2021 Page 1 _ ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-h95gKo8wzWgyG_3nM6?6V72KUG9vlbfaZTXS3izyNtX 4x4 = 4x4 = 15 16 3x4 = 12 11 10 9 3x4 = 2x4 11 2x4 11 2x4 11 2x4 II Scale=1:26.2 15-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 8 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 8 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-S Weight: 56 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. All bearings 13-6-14. (lb) - Max Horz 2=126(LC 11) Max Uplift All uplift 100 lb or less atjoint(s)11, 10 except 2=-102(LC 12), 7=-102(LC 12), 12=-191(LC 12), 9=-191(LC 12) Max Grav All reactions 250 lb or less at joints) 2, 7 except 12=363(LC 17), 9=363(LC 18), 11=267(LC 21). 10=267(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-291/351, 6-9=-291/351 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=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-11 to 3-4-11, Interior(1) 3.4-11 to 6-4-12, Exterior(2E) 64-12 to 9-0-12, Exterior(2R) 9-0-12 to 13-3-11, Intefior(1) 13-3-11 to 15-0-13 zone;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) 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. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 10 except (jt=lb) 2=102, 7=102, 12=191, 9=191. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 1011111111111181111 11 N 34869 ID ONAV- i1111 m�,4 Julius Lee PE No.34869 MITek USA, Inc. FIL 6ert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE Mil-7473 rev. 511912020 BEFORE USE. -- • Design valid for use only with Mrrek® 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 property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andlor 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 trues systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349956 HOMESBYABURTON_MOOREB)9 PIGGYBACK 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.43U S NOV 3U 2ULU Mt 18K inausmes, inc. i ue Jan o 74:1 U:Uo LULI rage i ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-ALfCX88Zkpopt8ezwpWL2KbS8gVNU1 cjo7H?b8zyNtW i 7-8-12 _ 15-5-8 7-8-12 7-8-12 Scale=1:27.1 44 = 3x4 = 2x4 11 2x4 11 2x4 11 3x4 = 15-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 6 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-S I Weight: 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 13-6-14. (lb) - Max Horz 2=153(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9 except 10=-241(LC 12), 8=-241(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=384(LC 1), 10=455(LC 17), 8=454(LC 18) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-9=-302/179, 3-10=378/458, 5-8=-378/458 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-4-11 to 3-4-11, Interior(1) 3-4-11 to 7-8-12, Extedor(2R) 7-8-12 to 10-8-12, Interior(1) 10-8-12 to 15-0-13 zone;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) Gable requires continuous bottom chord bearing. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9 except at --lb) 10=241, 8=241. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,0%%I1111I1►1'l.,I US00 00 OFF •,,. i N 34869 CC Al-� 0 1111100%. Julius Lee PE No.34869 MiTek USA, Inc. FL.Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not WIF 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 ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformadon available from Truss Plate Institute. 267D Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349957 HOMESBYABURTON-MOOS EW0 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 6.43U S Nov 3u zuzu mi I elt industries, Inc. I us Jan b 14:UW:0Z LUL1 rage 1 I D:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-2rMHpi_Pog9fg89TfbnHObY3URtpx9qpobdpePzyNtj I 7-8-12 19-9-8 _ I 22-9-8 7-8-12 12-0-12 3-0-0 ' Scale = 1:39.4 4x6 = 3x6 i 14 13 12 11 10 9 8 5x6 = 3x4 = 22-9-8 22-9-8 Plate Offsets (X Y)- [2:0-2-9,0-1-8], [6:0-1-11,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.04 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.06 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S Weight: 79 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5,5-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.2 *Except* 8-11-2 oc bracing: 6-8. 6-13: 2x4 SP No.1 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. All bearings 20-10-14. (lb) - Max Horz 2=-153(LC 10) Max Uplift All uplift 100 lb or less at joint(s)14 except 2=-288(LC 12), 8=-174(LC 9), 6=-163(LC 12), 10=-493(LC 12) Max Grav All reactions 250 lb or less at joint(s) 12, 14, 11, 9 except 2=533(LC 1), 8=397(LC 22), 6=323(LC 1). 10=862(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-702/458, 3-4=657/498, 4-5=-388/263, 5-6=-569/349 BOT CHORD 2-14=-231/500, 12-14=-231/500, 11-12=-231/500, 10-11=-231/500, 9-10=-142/403, 8-9=-142/403, 6-8=-1421403 WEBS 4-10-837/660 NOTES- 1) Unbalanced live loads have been considered for this design. ♦♦♦,,31JUSi ,♦♦, ,. ........ I. F .�j,' •' Stt`'••• i� roof 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. �� ,� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-11 to 3-4-11, Interior(1) 3-4-11 to 7-8-12, Exterior(2R) No 34869 7-8-12 to 10-8-12, Interior(1) 10-8-12 to 19-9-8, Extedor(2E) 19-9-8 to 224-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 -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 r 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 �;' ••• � � to the use of this truss component. tj. ; _ �� 5) Provide adequate drainage to prevent water ponding. •• • �j 0 R �. �?` 6) All plates are 2x4 MT20 unless otherwise indicated.7) Gable requires coati ous bottombearing. ♦♦,' is •' • •• •' � � I�S�O (V %�' ` �♦♦ chord 8) Gable dssp at 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Julius. Lee PENo.34869 10) • 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 Cart 6634 will fit between the bottom chord and any other members. 6904 Parke.East Blvd. Tampa FL 33610 11) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 14 except (jt=1b) Date: 2=288, 8=174, 6=163,10=493. January 5,2021 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or Consult qualified building --designer.— - — ---- - ® 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 property 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 permanentbracing M iTeW 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 thus systems, see ANSb PH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply ]Qty T22350015 HOMESBYABURTON_MOO EM) GABLE 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8-0-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:11:26 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy 3Ssr-Ix2gXr7Mfi?K5aLXAKTKgQSH2K6fzfAeQDPoxyzyNsF Scale = 1:24.5 2x4' 2x4 I I 4 2x4 11 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.33 BC 0.22 WB 0.18 Matrix-P DEFL, Vert(LL) Vert(CT) Horz(CT) in (loc) I/defi Ud n/a n/a 999 n/a We 999 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 31 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.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0, 4=8-0-0, 5=8-0-0 Max Horz 1=219(LC 12) Max Uplift 4=-92(LC 12), 5=-278(LC 12) Max Grav 1=132(LC 1), 4=171(LC 17), 5=517(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-391/191 WEBS 2-5=427/589 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 7-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ot=1b) 5=278. ��, • �\ s •• i N 34869 Z r 1z .. i p N AL Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5l19/2020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design Is based orgy 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andior 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 ANSM11 Quality Crlterla, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 206011 Tampa, FL 36610 Job Truss Type Qty Ply (Truss T22350016 HOMESBYABURTON_MOO 9,S) GABLE 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:11:26 2021 Page 1 I D:Xa7MoXE4!yVMdOuMrggXTuy3Ssr-Ix2gXr7Mfi7K5aLXAKTKgQS 14K64zfpeODPoxyzyNsF L 10-0-0 10-0-0 Scale=1:29.2 2x4 % 7 6 5 2x4 11 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.26 Vert(ILL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S I - Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-0-0. (lb) - Max Horz 1=280(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 5 except 7=-261(LC 12), 6=-203(LC 12) Max Grav All reactions 250 lb or less at joint(s)1, 5 except 7=485(LC 17), 6=381(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-443/218 WEBS 2-7=-393/452, 3-6=-316/445 Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 9-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at --lb) 7=261, 6=203. �` ••�:G E N S poi ��` • �' F •' 40 .ft♦ 34869 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904+Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 andlor chord members only. Additional temporary and permanent bracing Mewis always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11IP11 Quality Criteria, DSB•89 and BCS/ 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 T22350017 HOMESBYABURTON_MOO E6) Valley 2 1 Job Reference (optional) (Jacksonville, FL), Jacksonville, FL - 32244, v 4 0 2x4 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:11:27 2021 Page 1 ID:Xa7MOXE4 iyVMdOuM rggXTuy3Ssr-m7cCIB8_Q07Bjkwjk2_ZMd_UI kU RiB9oft8LUOzyNs E 2x4 II Scale = 1:11.1 LOADING (psi) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 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 FBC2020frP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=3-3-8, 3=3-3-8 Max Horz 1=78(LC 12) Max Uplift 1=-39(LC 12), 3=79(LC 12) Max Grav 1=141(LC 1), 3=146(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-4-0 oo puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. �`, • �`G E•N SF•• ,,�: .% 34869 1' p N AI 811111111 Julius Lee PE No.34869 Mf7ek USA, Inc. FL Cert 6634 6904rParke East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. Design valid for use only with MiTBk® 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 verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �n► lq� I V I� I rBk° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 314' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-116!. For 4 x 2 orientation, locate plates 0- 'rid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIITP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System- 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek � MITek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSVTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIfrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. Job Truss Truss Type Oty ply 722349958 HOMESBYABURTON_MOO 26p1 GABLE I 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MITek Industries, Inc. Tue Jan 514:09:53 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-W2wgO2?1 Z7HWRlkfDI I WZo5HEgGOgdxy1 FNNArzyNfl 7-8-12 22-9-8 741-12 15.0-12 Scale = 1:39.4 46 = US i 15 14 13 12 11 1n Q 3X4 = 3x4 = 22-9-8 Plate Offsets (X,Y)— (2:0-2-9,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.01 8 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.01 8 n/r 120 BCLL - 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-S Weight: 83 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-5 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. All bearings 20-10-14. (lb) - Max Horz 2=-153(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 15, 9, 10 except 2=-266(LC 12), 7=-215(LC 12), 11=-200(LC 9), 12=246(LC 12) Max Grav All reactions 250 lb or less at joint(s)13, 15, 9 except 2=503(LC 1), 7=430(LC 1), 10=288(LC 22), 11=444(LC 22), 12=490(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-652/400, 3-4=-539/465, 4-5=-421/359, 5-6=-421/359, 6-7=-567/334 BOT CHORD 2-15=-186/462, 13-15=-186/482, 12-13=-186/482, 11-12=463/458, 10-11=-163/458, 9-10=-172/460, 7-9=172/460 WEBS 6-11=-368/291, 4-12=428/342 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-11 to 3-4-11, Interior(1) 34-11 to 7-8-12, Exterior(2E) 7-8-12 to 10-5-8, Interior(1) 10-5-8 to 17-9-8, Exterior(2R)17-9-8 to 20-9-8, Interior(1) 20-9-8 to 22-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 perANSUTPI 1. 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) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 cc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) • This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9, 10 except (jt=lb)2=266, 7=216, 11=200, 12=246. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,%0'�jUUS�_ F , `�� ; �\G E N .' 34869 I. • r r i CC • 0Oimo;.- ��11 I 0A1, E?%`"1,. Julius Lee PIE No.34869 MiTek USA, Inc. FL Cert 6634 6904iParke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 andfor chord members only. Additional temporary and permanent bracing WOW 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 ANSM11 Qualify Criteria, DSB-S9 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Thus Truss Type Qty Ply T22349959 HOMESBYABURTON_MOO e8)12 GABLE 1 1 i Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:09:54 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-_EU2EOOfKRPN3RJsnOpl5OePIEZ1 P3J6Gv6,mHzyNth 7-8-12 19-8-12 22-9 8 7-8-12 12-0-0 3-0-12 44 = Scale = 1:39.4 3x6 -,�- 14 13 12 11 10 9 6 5x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud TCLL 30.0 Plate Grip DOL 1.26 TC 1.00 Vert(LL) 0.04 7 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) 0.06 7 n/r 120 BCLL NO ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S I LUMBER - TOP CHORD 2x4 SP No.2 *Except' 4-5,5-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 'Except* 6-13: 2x4 SP No.1 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. All bearings 20-10-14. PLATES GRIP MT20 244/190 Weight: 80 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-3-12 oc bracing: 6-8. (lb) - Max Horz 2=153(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 14 except 2=-288(LC 12), 8=-166(LC 9), 6=-172(LC 12), 10=-492(LC 12) Max Grav All reactions 250 lb or less at joint(s) 12, 14, 11, 9 except 2=533(LC 1), 8=385(LC 22), 6=341(LC 1), 10=863(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-699/456, 34=-654/498, 4-5=390/266, 5-6=-573/352 BOT CHORD 2-14=229/498, 12-14=229/498, 11-12=-229/498, 10-11=-229/498, 9-10=-143/405, 8-9=-143/405, 6-8=-143/405 WEBS 4-10=834/658 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-11 to 3-4-11, Interior(1) 3-4-11 to 7-8-12, Extedor(2R) 7-8-12 to 10-8-12, Interior(1) 10-8-12 to 19-8-12, Extedor(2E)19-8-12 to 224-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise Indicated. 7) Gable requires Continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 Co. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except Qt=lb) 2=288,8=166,6=172,10--492. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building No 348'69 • r FS• ORl, At. E�N`� Julius Lee PE No.34869 MlTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 5,2021 ---designer. -- — - — - --- ---- A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 andfor 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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 {ob Truss Truss Type Qty Ply T22349960 HOMESBYABURTON MOO e13p3 GABLE 1 1 Job Reference (optional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:09:57 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-PpAAsP2XdMnywvl QS8MTjeG6lSmmcOtYytLaJczyNte Scale = 1.41.1 4x4 = 3x4 = 17 16 15 14 13 12 11 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.06 Horc(CT) 0.00 9 n/a n/a - BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 83 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 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 6-0-0 oc bracing: 13-14,12-13. OTHERS 2x4 SP No.2 REACTIONS. All bearings 22-9-8. (lb) - Max Horz 1=153(LC 11) Max Uplift All uplift 100 lb or less at joints) 1, 10, 2, 15, 9, 12 except 17=-244(LC 12), 11=132(LC 12), 14=-188(LC 12), 13=-201(LC 9) Max Grav All reactions 250 lb or less atjoint(s) 1, 10, 2, 11, 9 except 15=333(LC 1), 17=455(LC 17), 14=334(LC 22), 12=283(LC 22), 13=456(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-15=-263/103, 3-17=378/367, 5-14=277/278, 6-13=-381/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit--170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-4-11 to 3-4-11, Interior(1) 3-4-11 to 7-8-12, Exterior(2E) 7-8-12 to 104-12, interior(1) 104-12 to 17-8-12, Exterjor(2R) 17-8-12 to 20-8-12, Interior(1) 20-8-12 to 22-4-13 zone;C-C for ,�� L$;��I�� members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �% ,v,-SUS 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 building designer as ANSUTPI 1. •.�\ G E N S '•• qualified per 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. 34869 •� 5) Provide adequate drainage to prevent water ponding. * * o 6) All plates are 2x4 MT20 unless otherwise indicated. Z 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 oc. •• 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �00 •• �` Q' '`�� will fit between the bottom chord and any other members. O R 1 • • • •' 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 2, 15, 9, SS • • • •' \ �,, 12 except 1.��I I )17=� iggyb 1111 A' and Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building 12 See Standard Indust Pi pp q g designer. Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610' Date: January 5,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 endfor 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 ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349961 HOMESBYABURTON_MOO BFp1 HIP GIRDER 1 �f L Job Reference (optional) builders hlrstbource tJamsonvjue, t-L), JacKsonvine, rL - 3ZZ44, 0.4Ju s Ivuv Ju zu4v ivrr i uK Irluubulu5, ll lu. 1 Utl Jdll O 1». w.VJ GVc i raga 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-27ujNWB3o21FMlyk9faHCAm VHgaQe7JIIFDkwzyN[S r1-44 5-0-0 10-0$ 15-7-4 i 20-10-0 26-0-12 31-3-8 36-8-0 41.8-0 ¢3-0-Q 1-4-0 5-0-0 5 4 8 5-2-12 5-2-12 5 2.12 5 2-12 51t-8 5 0-0 14-0 Scale = 1:72.6 5x12 = 5x12 = 6.00 F12 44 = 5x6 = 2x4 II 5x6 = 4x4 = 3 21 22 4 23 24 25265 27 28 6 29 30 7 31 32 33 348 35 36 8 5x6 = 20 37 38 1939 40 18 17 41 42 43 16 44 45 15 1446 47 4813 49 50 12 5x6 = 2x4 11 4x8 = 4x10 MT20HS = 3x8 = 4x4 = 4x8 = 2x4 11 44 = 4x10 MT20HS = i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.87 16 >564 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -1.34 16 >367 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.23 10 n1a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-S Weight: 414 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except' TOP CHORD Structural wood sheathing directly applied. 1-3,9-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-15 oc bracing. BOT CHORD 2x4 SP No.1 `Except* 14-18: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=150(LC 24) Max Uplift 2=-1996(LC 8), 10=-1934(LC 8) Max Grav 2=3675(LC 1). 10=3600(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6571/3431, 3-4=-9941/5265, 4-5=-12393/6506, 5-6=-13225/6929, 6-7=-1322516929, 7-8=-12347/6468, 8-9=-9849/5189, 9-10=-6424/3309 BOT CHORD 2-20=-2821/5578, 19-20=-2831/5603, 17-19=-5056/9941, 16-17=-6333/12452, 15-16=-6296/12408,13-15=-4979/9848,12-13=-2717/5464,10-12=-2715/5452 WEBS 3-20=-210/468, 3-19=-2495/4909, 4-19=-2050/1184, 4-17=-1400/2786, 5-17=-1121/701, 5-16=-441/901, 6-16=-689/495, 7-16=-480/942, 7-15=-11401721, 8-15=-1443/2828, 8-13=2070/1204,9-13=-253814950,9-12=-31/375 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • This truss has been designed for a live load of 20.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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) ,`��L1US.�•�FF i�i •`�.` �C ENS .• '.� -34869 • 0 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904rParke EastBlvd. Tampa F6 33610 Date: January 5,2021 -Con63 BW%-f%i%4— ---- — -- -- -- --__— ------ 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 property 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 Welk' 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 ANS117PII Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jpb Truss Truss Type Qty plyT22349961 HOMESBYABURTON_MOO HFp1 HIP GIRDER 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 6.43U S NOV 3U ZUZU MI I eK Inaustnes, Inc. I ue Jan b 14:1u:Utf ZUZI rage z ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-27ujNWB3o21FMlyk9faHCAm VHgaQe7JjIFDkwzyNtS NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 172 lb down and 167 lb up at 5-0-0. 172 lb down and 156 lb up at 7-0-12, 172 lb down and 156 lb up at 9-0-12, 172 lb down and 156 lbup at 11-0-12, 172 lb down and 156 lb up at 13-0-12, 172 lb down and 156 lb up at 15-0-12, 172 Ib down and 156 Ib up at 17-0-12, 172 lb down and 156 lb up at 19-0-12, 172 Ib down and 156 Ib up at 20-10-0, 172 lb down and 156 lb up at 22-7-4, 172 lb down and 156 Ib up at 24-7-4, 172 lb down and 156 lb up at 26-7-4, 172 lb down and 156 lb up at 28-7-4, 172 lb down and 156 lb up at 30-7-4, 172 lb down and 156 lb up at 32-7-4, and 172 lb down and 166 Ib up at 34-7-4, and 308 lb down and 383lb up at 36-8-0 on top chord, and 334 lb down and 268 lb up at 5-0-0; 52 lb down at 7-0-12, 52 lb down at 9-0-12, 52 lb down at 11-0-12, 52 lb down at 13-0-12, 52 lb down at 15-0-12, 52 lb down at 17-0-12, 52 lb down at 19-0-12, 52 lb down at 20-10-0, 52 lb down at 22-7-4, 52 lb down at 24-7-4, 52 lb down at 26-7-4, 52 lb down at 28-7-4, 52 lb down at 30-7-4, 52 lb down at 32-7-4, and 52 lb down at 34-7-4, and 155 lb down and 72 lb up at 36-7-4 on bottom chord. The designiselection 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=-90, 3-9=-90, 9-11=-90, 2-10=-20 Concentrated Loads (Ib) Vert: 3=-88(F) 9=223(F) 20=-334(F) 16=26(F) 6=-88(F) 12=99(F) 21=-88(F) 22=-88(F) 23=-88(F) 24=-88(F) 26=-88(F) 27=88(F) 28=-88(F) 29=-88(F) 30=-88(F) 31=-88(F) 33=-88(F) 34=-88(F) 35=-88(F) 36=88(F) 37=-26(F) 38=26(F) 39=-26(F) 40=-26(F) 41=-26(F) 42=-26(F) 43=-26(F) 44=-26(F) 45=-26(F) 46=-26(F) 47=-26(F)48=-26(F) 49=-26(F) 50=-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® oonnectors. 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 property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web endlor 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 ANSUiPII Quality Criteria, DSB-89 and BCS1 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 Type City PlyT22349BURTON_MOO ]!Hruss' �JReference Efp2 ip 1 1 (optional) Builders FlrstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:10:10 2021 Page 1 ID:Xa7MoXE41yVMdOuMrggXTuy3Ssr-WJS5bsChZMQ6 vXwjN5W1019Qh?394XTxP_mGMzyNtR r1-0-0 7-0-0 13-11-14 20-10-0 27-8-2 34-8-0 41-8-0 1■i 0 7-0-0 F 6-11-14 6-10-2 6-10-2 6-11-14 7-0-0 Scale = 1:72.0 7x10 = 7x10 = 3x4 = 5x8 = 3x4 = 6.00 12 4 18 19 520 6 21 7 22 8 3x6 JAI 3x6 3 23 9 17 3x6 16 1i c 5x8 = 15 14 13 12 11 6x8 = 2x4 11 6xl2 MT20HS = 3x8 = 6x12 MT20HS = 2x4 11 24 I� 0 13-11-14 20-10-0 27-11-2 34-8-0 41-8-0 7-0-0 6-11-14 6-10-2 6-10-2 6-11-14 7-0-0 Plate Offsets (X,Y)--[2:0-0-410-3-0],[4:0-8-0,0-2-8],[6:0-4-0,0-3-0],[8:0-8-0,0-2-8],[10:0-04,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.53 13 >937 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.98 12-13 >505 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.27 10 n/a n/a - BCDL 10.0 Code FBC2020ITP12014 Matrix-S Weight: 210 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural woad sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 12-14: 2x4 SP No.1 WEBS 1 Row at midpt 4-14. 8-12 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -t 3-9-13, Right 2x4 SP No.3 -t 3-9-13 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horz 2=190(LC 11) Max Uplift 10=-947(LC 12), 2=-1100(LC 12) Max Grav 10=2263(LC 1), 2=2426(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=4048/1858, 4-5=-5632/2753, 5-6=-6312/3057, 6-7=6312/3057, 7-8=-5681/2814, 8-10=-4124/1955 BOT CHORD 2-15=-1474/3399, 14-15=-1473/3405, 13-14=-2477/5629, 12-13=-2547/5678, 11-12=-1566/3532,10-11=-1567/3526 WEBS 4-15=0/282, 4-14=-1177/2617, 5-14=10931595, 5-13=367/834, 6-13=-583/350, 7-13=-328/785, 7-12=-10621568, 8-12=-1114/2544, 8-11=0/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2E)-1-4-13 to 2-9-3, Interior(1) 2-9-3 to 7-0-0, Extedor(2R) 7-0-0 to 12-10-11, Interior(1) 12-10-11 to 34-8-0, Exterior(2R) 34-8-0 to 40-6-11, Interior(1) 40-6-11 to 41-6-8 zone;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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 10=947,2=1100. 34869 1. � •� • 0 .�OR,VP ON A` II��111/UI JuliusLee PE No.34869 Melt USA, Inc. FL Cert 6634 6904 Parke:East Blvd. Tampa FL 33610 Date; January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MTek® 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 property 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?P11 Quality Criteria, D.S8-69 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 PlyT22349963 HOMESBYABURTON MOOf� 3 Hip 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:10:112021 Page 1 I D:Xa7MoXE4iyVMdOu MrggXTuy3Ssr-_VOToCDJKfYzo367H4d IH brLJ506uaW cA3kKpozyNtO -1-4-0 4-7-15 900 14-11-14 20 10-0 26-8-2 32-8-0 _37 0-1 _ 41-8-0 1 0 4-7-15 4-4-1 5-11-14 5- N 5-10-2 5-11-14 r 4 4-1 4-7-15 5x8 = 3x4 = 5x6 = 3x4 = 5x8 = 6.00 12 5 22 23 6 7 8 P4 9 1 2 �1 Scala = 1:72.3 2x4 2x4 i 3x10 I-4 10 3x8 320 25 11 e E59 1:ER LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 19 18 17 3x4 = 4x6 = 4x4 = SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 1-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -t 2-5-1, Right 2x4 SP No.3 -t 2-5-1 REACTIONS. (size) 12=Mechanical, 2=0-8-0 Max Horz 2=236(LC 11) Max Uplift 12=947(LC 12), 2=-1100(LC 12) Max Grav 12=2263(LC 1), 2=2426(LC 1) 16 15 14 13 3x8 = 4x4 = 3x4 = 4x6 = 5x8 = CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.88 Vert(LL) -0.39 16 >999 240 MT20 244/190 BC 0.73 Vert(CT) -0.71 15-16 >694 180 WB 0.82 Horz(CT) 0.22 12 n/a n/a Matrix-S I I Weight: 227 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-5-4 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-3936/1934,4-5=-3744/1838, 5-6=4560/2317,6-7=4965/2498, 7-8=-4965/2498, 8-9=-4596/2366,9-10=-3833/1910,10-12=-4142/2042 BOT CHORD 2-19=1574/3304, 17-19=-1400/3309, 16-17=-198314560, 15-16= 2037/4596, 13-15=- 1449/3383, 12-13=- 1673/3525 WEBS 5-19=-38/284, 5-17=-780/1688, 6-17=-944/510, 6-16=-239/602, 7-16=-505/299, 8-16=-208/563, 8-15=-922/492, 9-15=-749/1649, 9-13=-81/336, 10-13=-257/287 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=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-13 to 2-9-3, Interior(1) 2-9-3 to 9-0-0, Exterior(2R) 9-0-0 to 14-11-14, Interior(1) 14-11-14 to 32-8-0, Exterior(21R) 32-8-0 to 38-6-11, Interior(1) 38-6-11 to 41-6-8 zone;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. 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. 7) Refer to gjrder(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 Qt=lb) 12=947,2=1100. ,%%S31-IU S I �IF ��GENSF•. � M 34869 0 1 i 0�. . ONA1-E�- ��111;111111�, Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 andfor 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 ANSVTPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply T22349964 HOMESBYABURTON MOO Bfp4 ROOF SPECIAL GIRDER 1 o tional Job Reference tsunaers mrsibource (JacKsonvtne, t-L), JacKsonviiie, I-L - JLz44, 6.4JU s NOV JU zuzu mi I eK InaustrleS, Inc. I ue Jan 5 14:1 U:13 ZUZI Page 1 I D:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-xu7EDtFasHoh rMF VOVfDNOwn?u48MRgvdMDOthzyNtO 1 4 Q 5 7-0 11-0-0 17-7-0 24 0-12 30.11-0 33-8-0 36 8-0 40.7-8 44-7-0 48 6 8 52-9 8 14� 5 7-0 5-5-0 6-7-4 + 6-5-8 r 6 7 4 3-0-0 3-0-0 ' 3-11 8 3-11-8 1 3-11-8 T 4-3 0 6.00 FIT 6x8 = 7x8 = 2x4 11 6xB = 4 28 5 29 6 30 7 Scale = 1:93.2 NAILED NAILED 5x12;Oxi8MT20HS4 NAILED 5x8 = NAILED 6 3x6 11 6x8 = NAILED 6x8 = 9 31 10 3211 33 12 3413 35 3614 m 1� 4x6 27 26 25 24 23 22 21 20 19 18 37 3817 39 4018 41 42 15 2x4 II 4x4 = 4x6 = 4x8 = 5x8 = 6x8 = 6x8 = 7x10 = Sx8 = 3x6 11 4x4 = 6xe = 6x12 MT20HS = NAILED NAILED NAILED HHUS26-2 NAILED NAILED 5-7-0 11-0-0 17-7-4 2441 2 30 8-0 33-8 0 36 8 0 40.7-8 41 0 48-6-8 52-9-8 1 5-7-0 5 5-0 6 74 6-5 9 6 7 3 3 0-0 3-0-0 3-11-8 3-11 8 3-11-8 Plate Offsets MY)- [2:0-3-10,0-2-01, [4:0-5-4,0-3-0], [5:0-4-0,04-81, [7:0-5-4,0-3-0], [8:0-4-8,0-2-81, [9:0-7-12,0-6-8], [13:0-3-8,0-2-8], [15:Edge,0-3-8], [16:0-3-8,0-2-8], [18:0-3-8,0-4-81,[20:0-2-8,0-2-41,[21:0-3-8,0-2-81 LOADING (ps) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.67 20-21 >936 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -1.17 20-21 >537 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.19 15 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 799 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-2-10 oc purlins, 7-9: 2x6 SP M 26, 9-12,12-14: 2x8 SP 240OF 2.oE except end verticals. BOT CHORD 2x6 SP No.2 'Except" BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. 15-19,19-22: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 10-17,13-17,14-16: 2x4 SP No.2, 8-21,8-20: 2x4 SP No.1 REACTIONS. (size) 15=Mechanical, 2=0-8-0 Max Horz 2=-225(LC 23) Max Uplift 15=-2263(LC 8), 2=-1575(LC 8) Max Gram 15=4936(LC 1), 2=3496(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6446/2699, 3-4=-6030/2630, 4-5=-7417/3343, 5-6=-8667/3900, 6-7=-8667/3900, 7-8=-10210/4536,8-9=-21165/9362,9-10=-17923/7985,10-11=-13697/6165, 11-13=13697/6165, 13-14=-7382/3360, 14-15=-4786/2237 BOTCHORD 2-27=-2427/5567, 26-27=-2427/5567, 24-26=-2241/5308, 23-24=-3179/7460, 21-23=-3944/9151, 20-21=-5424/12365, 18-20=8151/18501, 17-18=-7983/17921, 16-17=-3360/7382 ♦♦♦, WEBS 3-26=492/282, 7-21=-2013/4605, p�.IUS '10-1 4-26=108/384, 9-20=-8878/4031, 9-18=-2249/1698, ♦♦,♦ •• G E N • jam �F•••' ,5-24=4727/81616-23=-577/34468-23=-729/602, '•• v` 13-16=-4486/2156, 4116=43876/851499712151, ��, �. 5-23=-714/1703, 4-24=-1197/2869, 8-21=-543212497, 8-20=-4823/10832 34869 *. •* NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: .� �• Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - f row at 0-9-0 Do. 33 Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 Do. " 2) All loads are considered equally to if front back face in the LOAD CASES) �i� �, applied all plies, except noted as (F) or (B) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. Q [� �` ♦�, S • • •''G 3) Unbalanced roof live loads have been 4) Windt ASCE 7 16; Vult=1considered 70rrph (3 secondgus) Vasd=1132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. s design.��S QN A ' ,,♦♦♦ II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 Julius tee PE No.34869 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific MTek USA, Inc. fL Cert 6634 to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 6904 Parke East Blvd. Tampa FL 33610 Date: 7) All plates are MT20 plates unless otherwise indicated. January 5,2021 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -Continued-on-page-2-- A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MTek® 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 property 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 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Welk' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSOPI f Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type oty PIY T22349964 HOMESBYABURTON_MOOgEFp4 ROOF SPECIAL GIRDER 1 e� G Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 6.43u S NOV sU ZUZU mi I eK Inaustnes, Inc. I ue Jan D 14:1 U:1J ZUCI rage I I D:Xa7MoXE4iyVM dOuMrggXTuy3Ssr-xu7EDtFasHohrMFVOVfDNOwn?u48MRgvdMDOthzyNtO NOTES- 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 will fit between the bottom chord and any other members. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except at --lb) 15=2263, 2=1575. 12) Use Simpson Strong -Tie HHUS26-2 (14-10d Girder, 4-10d Truss) or equivalent at 41-9-8 from the left end to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"4.25") toe -nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.4=-90, 4-7=-90, 7-9=90, 9-14=-90, 2-15=-20 Concentrated Loads (lb) Vert: 32=-88(F) 33=-88(F) 34=88(F) 35=88(F) 36=-92(F) 37=-1945(F) 38=-26(F) 39=-26(F) 40=26(F) 41=-26(F) 42=-27(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTekral 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 ANS&7PH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349965 HOMESBYABURTON_MOO BfP5 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MTek Industries, Inc. Tue Jan 5 14:10:15 2021 Page 1 I D:Xa7MoXE4iyV MdOuMrggXTuy3Ssr-tHF_eZGgOu2O4g Pu WwhhSR73n ij_gL005giXyzzyNtM 14-0 6-7-0 13-0-0 20-10-0 28-8-0 34-&0 40-9-1 46-8-7 52-9-8 4-0 66 7-0 6-5 0 7-1.7-10-0 6-0-0 6-1-1 5-11-5 6-1-1 6.00 12 6x8 = 422 2x4 II 23 5 24 25 6x8 = 26 5x8 = 19 18 it 2a 16 3u 15 14 13 12 11 2x4 11 410 MT20HS = 5x8 = 3x6 = Scale=1:98.6 8x14 MT20HS = 2x4 11 8x14 MT20HS = 7x8 = 4xl0 MT20HS 11 6-7 13-0-0 20-10-0 28-8-0 34 8-0 40-9-1 48-8-7 52-9 8 6-7-0 6 5 0 7-10-0 7-10-0 6-0-0 6-1-1 5-11-5 6-1-1 Plate Offsets (X,Y)— [2:0-0-0,0-0-4], 13:0-4-0,0-4-8], [4:0-5-4,0-3-0], [6:0-5-4,0-3-4], [7:0-104,0-4-4], [9:0-4-0,04-8], [11:Edge,0-3-8], [12:0-3-8,0-3-12], [13:0-6-4,0-5-0], 1`15:0-7-0,0-5-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.68 14-15 >918 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -1.24 14AS >508 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.27 11 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix-S Weight: 371 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, BOT CHORD 2x6 SP M 26 "Except" except end verticals. 2-17: 2x4 SP No.1, 11-13: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-11-1 cc bracing. WEBS 2x4 SP No.3 "Except* WEBS 1 Row at micipt 10-11. 4-16, 6-16, 7-13, 9-13, 10-12 7-15: 2x4 SP No.2, 7-13,9-13,10-12: 2x4 SP No.1 2 Rows at 113 pis 7-15 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=276(LC 12) Max Uplift 11=-1212(LC 12), 2=-1351(LC 12) Max Grav 11=2975(LC 18), 2=32B1(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5835/2722, 3-4=-5083/2509, 4-5=-5758/2998, 5-6=-5758/2998, 6-7=-6743/3313, 7-8=-7796/3688,8-9=-7814/3701,9-10=-4456/2111,10-11=-2869/1439 BOT CHORD 2-19=-2578/5177, 18-19=-2579/5174, 16-18=-2180/4539, 15-16=2894/6000, 14-15=-4778/9927,13-14=-4774/9931,12-13=2165/4555 WEBS 3-19=0/268, 3-18=-736/455, 4-18=-1591589, 4-16=-863/1918, 5-16=-775/505, 6-16=-439/243, 6-15=112512665, 7-15=4606/2250, 7-13=-2489/1265, 8-13=534/313, 9-13=-182613803, 9-12=-2444/1309, 10-12=-2438/5152 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=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 3-10-2, Interior(1) 3-10-2 to 13-0-0, Exterior(2R) 13-0-0 to 18-3-6. Interior(1) 18-3-6 to 28-8-0, Exterior(2R) 28-8-0 to 33-11-6, Interior(1) 33-11-6 to 52-7-12 zone;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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=1212, 2=1351. ♦♦♦♦��\)LIUSI.�F��i��, ♦ - CAN N 3.4869 _ 141 g1..E��♦� Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904:Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 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 bracing iTek" permanent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPM Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tens Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oiy Ply T22349966 HOMESBYABURTON_MOOf�Bfp6 Roof Special 1 1 � Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:10:16 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-LTpMrvHS9CAFiq_43dCw fYE4621ZpcLKKR5UOzyNtL 1 4 0 7-7-0 15 0 0 20-10-0 26-8-0 32 8 0 39-5-1 46 0-7 52-9-8 7-7-0 7-SA 5-10-0 5 10 6-9-1 6-7-5 6-9 1 6.00 12 5x8 = 19 2x4 11 6x8 = 2x4 11 6x8 = 4 522 23 24 6 25 id 17 LO 4x10 MT20HS = 3x6 = 16 �e 15 4x8 = 6x12 MT20HS = 14 13 12 2x4 11 6x12 MT20HS = 5x12 = Scale = 1:98.6 11 3xl2 MT20HS It LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in floc) I/deft Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.63 14-15 >994 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.15 14-15 >546 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.35 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 359 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins, BOT CHORD 2x4 SP ND.1 'Except' except end verticals. 11-13,13-15: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 Do bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 10-11, 3-17, 4-16, 6-16, 6-15, 7-13, 8-12, 7-13,8-12,10-12: 2x4 SP No.1 10-12 2 Rows at 1/3 pis 7-15 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=336(LC 12) Max Uplift 11=-1216(LC 12), 2=-1346(LC 12) Max Grav 11=2955(LC 18), 2=3296(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5850/2708, 34=4896/2439, 4-5=-4951/2649, 5-6=-4951/2649, 6-7=5773/2927, 7-8=-6371/3060, 8-9=-3755/1802, 9-10=-3755/1802, 10-11=-2849/1454 BOT CHORD 2-19=-2622/5214, 17-19=-2623/5211, 16-17=-2131/4351, 15-16=2538/5162, 14-15=-3905/7955, 13-14=3904/7962, 12-13=-3043/6329 WEBS 3-19=0/319, 3-17=-987/561, 4-17=-225/731, 4-16=609/1349, 5-16=-542/368, 6-16=538/189, 6-1 5=- 1043/2434, 7-15=3618/1781, 7-14=01253, 7-13=1931/1024, 8-13=-546/1331, 8-12=-3173/1559, 9-12=-6251417, 10-12=-2190/4559 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 3-10-2, Interior(1) 3-10-2 to 15-0-0, Exterior(2R) 15-0-0 to 20-3-6, Interior(1) 20-3-6 to 26-8-0, Exterior(2R) 26-8-0 to 31-11-6, Interior(1) 31-11-6 to 52-7-12 zone;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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=1216, 2=1346. %0!XF� �I • GENs �• N 1341816,9 Z o .: ► p• ON A' Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 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 property incorporate this design Into fire overall building design. Bracing Indicated Is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing Welk' 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 ANS11TP11 Quality Criteria, DSB-69 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Jqb Truss Truss Type Qty Ply T22349967 H0MESBYABURT0N_M00JBfP7 Roof Special 1 1 Job Reference optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan b 14:1 unts 421 rage i ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-Hrx7GbligpQzx78TB2FO34dWdvn01 iWenewBZuzyNtJ 1 4 5-9 B 11 4-11 17-0-0 2_4 8 0 304j-0 38-1-1 45 4-7 52-9 8 �-4-0 5 9 6 5-7-5 7-8-0 6-0-0 7-5-1 7-3-5 7-5-1 6x8 = 6.00 12 6x8 = 23 24 256 26 5x8 = 20 29 19 18 31 17 tb 15 JZ 14 tJ Ja 12 114 11 3x6 = 4x10 MT20HS = 10x20 MT20HS = 2x4 11 7x8 = 6x8 = 3x6 = 4x6 = Scale=1:98.6 3x12 MT20HS 11 9 d, W LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.54 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.96 14-15 >652 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.27 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 362 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, BOT CHORD 2x4 SP M 31 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 4-3-3 oc bracing. 7-14,9-14,10-12: 2x4 SP No.2 WEBS 1 Row at midpt 10-11, 4-18, 5-17, 7-14, 9-14, 9-12, 10-12 2 Rows at 1/3 cats 7-17 REACTIONS. (size) 11=Mechanical, 2=0-8-0 - Max Horz 2=397(LC 12) Max Uplift 11=1222(LC 12), 2=-1340(LC 12) Max Grav 11=3039(LC 17), 2=3353(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5925/2682, 3-4=-5657/2638, 4-5=-4721/2394, 5-6=-4617/2508, 6-7=-5244/2651, 7-8=-5703/2715, 8-9=-5702/2715, 9-10=3435/1621, 10-11=-2898/1464 BOT CHORD 2-20=2665/5293, 18-20=2453/4865, 17-18=-2071/4225, 15-17=-3368/6881, 14-15=3367/6888, 12-14=-1654/3496 WEBS 3-20=-265/239, 4-20=-125/575, 4-18=-935/552, 5-18=346/1017, 5-17=-447/1045, 6-17=-704/1811, 7-17=-3167/1529, 7-15=0/298, 7-14=1489/823, 8-14=-677/399, 9-1 4=-1 379/2817, 9-12=-2368/1305,10-12=-2039/4318 NOTES- ,,t �v�.1US OFF I♦♦ 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second Vasd=132mph: TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. �� •• C E N ♦�� ,\,\ S�`•••• ♦♦ gust) �i II; Exp C; Encl., GCpi=0.1B; MWFRS (directional) and C-C Exterior(2E) -1-54 to 3-10-2, Intedor(1) 3-10-2 to 17-0-0, Exterior(2R) •: �� 17-0-0 to 22-3-6, Interior(1) 22-3-6 to 24-B-0, Extedor(2R) 24-M to 29-11-6, Interjor(1) 29-11-6 to 52-7-12 zone;C-C for members • 34869 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. ;� 0 5) All plates are MT20 plates unless otherwise indicated. 1�, (V 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) 'This truss has been designed for live load 20.Opsf the bottom in all a 3-6-0 tall by 2-0-0 .0 .(� • • IDQ;•• \_`�� ♦j � 0 R a of on chord areas where rectangle wide . ....••• will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ♦ ,♦�� A` Refer to truss mechanicalfor 11 N 9) Provide connecttion b others) of truss to bearing late capable of Withstanding 100 lb uplift at joints except t—lb (Y ) 9P P 9 P J O P U- ) 11=1222, 2=1340. Julius Lee PE No.34869 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6119/2020 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 andfor 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 ANSUTPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349968 HOMESBYABURTON_MOO Rfp8 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. TUB Jan 514:10:19 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-12W UxJLR7YgZHjflmmdcHAhjJ81 m9On01gl5LzyNtl �1-0-0 6-5 6 12-8-11 1940-0 22-M 28 8-0 34-6 12 40-5-8 46-5-12 52-9-8 1 4 6-5 6 6-3-5 6-3-5 3-8-0 6-0-0 5-10-12 5-10-12 6-0 4 6-3-12 6x8 = 6x8 = 6.00 12 25 Scale = 1:94.8 9 9 0 5x8 = zz au zl -s1 20 19 10 31 17 aJ 16 44 10 14 13 7x10 = 3x6 = 4xl0 MT20HS = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -t 3-5-11 REACTIONS. (size) 12=Mechanical, 2=0-8-0 Max Horz 2=485(LC 11) Max Uplift 12=1207(LC 12), 2=-1362(LC 12) Max Grav 12=3171(LC 18), 2=3342(LC 17) 3x8 = 5x6 = 2x4 II 5x8 = M = 6x12 MT20HS WB = 3x12 MT20HS = 2x4 II CSI. DEFL. in floc) I/deft L/d PLATES GRIP TC 0.98 Vert(LL) -0.5017-19 >999 240 MT20 244/190 BC 0.67 Vert(CT) -0.8917-19 >710 180 MT20HS 187/143 WB 0.98 Horz(CT) 0.30 12 n/a n/a Matrix-S Weight: 380 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-8-14 oc bracing. WEBS 1 Row at midpt 4-20, 5-20, 6-20, 6-19, 7-16, 9-16 ' 2 Rows at 1/3 pts 7-19 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5877/2758, 3-4=-5576/2699, 45=-4443/2402, 5-6=-3921/2275, 6-7=4638/2537, 7-8=-5564/2963, 8-9=-5564/2962, 9-10=-5065/2583, 10-12=-5659/2687 BOT CHORD 2-22=-2335/5402, 20-22=-2063/4831, 19-20=-1727/4222, 17-19=-2748/6076, 16-17=-2747/6082, 14-16=-1943/4381, 13-14=-2179/4766, 12-13=-2179/4766 WEBS 3-22=-364/302, 4-22=-165/726, 4-20=-1109/632, 5-20=-773/1587, 6-20=-862/435, 6-19=-111312337, 7-19=-3056/1556, 7-17=0/345, 7-16=882/382, 8-16=-542/394, 9-16=84611768, 9-14=-140/487. 10-14=-4591328 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 3-10-2, Interior(1) 3-10-2 to 19-0-0, Extedor(2E) 19-0-0 to 22-8-0, Exterior(21R) 22-8-0 to 27-11-6, Interior(1) 27-11-6 to 40-5-8, Exterior(2R) 40-5-8 to 45-8-14, Interior(1) 45-8-14 to 52-9-8 zone;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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.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 = 16.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 12=1207, 2=1362. 0 d V1111111811 `pi—IU S �F ��II •••r � � Imo, GEMS 00 �''�i, • 34869 .'. .�`itif,RIN Aifil�E�� Julius Lee PE'No.34869 MITek USA, Inc, EL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 611912020 BEFORE USE. ' Design valid for use only with MTek® 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 MiT®k� 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 ANSUM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349969 HOMESBYABURTON_MOO BFp9 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:10:20 2021 Page 1 ID:Xa7MoXE4iyV MdOuMrggXTuy3Ssr-DE3thHKzCQhhB RI rITHs9VjwVjQtVcxxEyPldnzyNtH 7-0-11 13-11-5 20.10-0 26-8-0 32-6-12 38-5$ 45-5-12 52-9-8 J 4' 7-0-11 6-10-11 F 6-10-11 5-10-0 5-10-12 5-10-12 7-0-4 7-3-12 Scale=1:94.6 5x6 11 6.00 12 5 23 2x4 11 6x12 MT20HS = 5x8 = 2x4 11 4xB = 6x12 MT20HS = 2x4 11 4x10 MT20HS = 7-0-11 13-11-5 20-10 0 26-8-0 32 -12 38-5-8 455-12 52-9-8 I 7 0-11 6-10-11 6-10.11 5 10-0 5-10-12 5 10-12 7-0 4 7-3 12 Plate Offsets (X,Y)— [2:0-0-0,0-0-41, [3:0-4-0,0-4-81, [6:0-5-4,0-3-01, [8:0-5-4,0-3-0], [9:0-4-0,0-4-81, [11:0-0-0,0-4-4], [14:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.72 Vert(LL) -0.47 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.84 15-16 >752 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.35 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S I Weight: 373 lb FT = 20% LUMBER - TOP CHORD 2x6 SP No.2 `Except' 1 9-11: 2x6 SP M 26 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 5-18: 2x4 SP No.2 SLIDER Right 2x6 SP No.2 -t 4-0-7 REACTIONS. (size) 2=0-8-0, 11=Mechanical Max Horz 2=528(LC 11) Max Uplift 2=-1362(LC 12). 11=-1207(LC 12) Max Grav 2=3352(LC 17), 11=3182(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-12 CC purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-18, 5-18, 6-15, 8-15, 9-14 2 Rows at 1/3 pts 6-18 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5963/2621, 3-4=-5174/2461, 4-5=-4252/2232, 5-6=-4250/2262, 6-7=-5060/2676, 7-8=-5060/2676,8-9=-4895/2449,9-11=5702/2625 BOTCHORD 2-20=-2210/5488, 19-20=-2210/5485, 18-19=-1882/4791, 16-18=-2261/5425, 15-16=2260/5430, 14-15=-176914204, 12-14=-2121/4818, 11-12=-2121/4816 WEBS 3-20=01281, 3-19=-779/382, 4-19=-142/657, 4-18=-1291/671, 5-18=-1554/3197, 6-18=-2820/1444, 6-16=0/311,6-15=-570/196,7-15=-643/398, 8-15=-632/1436, 8-14=-192/631, 9-14=-736/455, 9-12=0/303 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 3-10-2, Interior(1) 3-10-2 to 20-10-0, Exterior(2R) 20-10-0 to 26-1-6, Interior(1) 26-1-6 to 38-5-8, Exterior(2R) 38-5-8 to 43-8-14, Interior(1) 43-8-14 to 52-9-8 zone;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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1362, 11=1207. 00 1l%-.IUS' CFF •.. y 34869 Z �ir Z ss Julius Lee l E No.34869 MITek uSA, Inc. FL Cert 6634 6904 Parke -East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MrrekO 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 budding of individual truss web andfor 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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Padre East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LbReT22349970 HOMESBYABURTON_MOO Hij10 Attic 1 1 ference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:10:212021 Page 1 • ID:Xa7MOXE4iyVMdOuMrggXTuy3Ssr-iQcFucLbzkpYobt2sBo5hiF7d74E4R4Tc9r9DzyNtG t�� 7-5-11 14-1-13 20-10-0 24-e-0 30.4-2 36-0-0 36-5� 40.10.8 40-115 46-3-0 49.5-10 52-9$ 9-4-0 7-5-11 8-e-3 6-83 3-10-0 5-8-2 543-2 0-5-0`, 4-5-0 0-0-133 ?4 3-2E 3-314 5x6 11 6.00 12 Scale=1:94.3 5x8 = 22 31 21 32 20 19 16 17 16 1S 14 13 7x8 = 4x4 = 7x8 WB = 6x8 = 44 = 3x6 II 7x8 = 7x14 MT20HS = 4x6 = 3x6 11 7x8 WB = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TIC 0.57 BC 0.59 WB 0.92 Matrix-S DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in (loc) I/deft L/d -0.40 14-16 >999 240 -0.69 14-16 >911 180 0.17 12 n/a n/a -0.12 14-16 994 360 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 448 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-5-9 oc pudins. 8-11: 2x6 SP M 26 BOT CHORD Rigid Ceiling directly applied or 6-9-13 oc bracing. BOT CHORD 2x6 SP M 26 *Except. WEBS 1 Row at midpt 4-20, 5.20, 23-24, 9-24, 19-23 12-15,15-18: 2x8 SP 240OF 2.0E 2 Rows at 1/3 pts 6-20 WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 23, 24 5-20: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=Mechanical Max Horz 2=525(LC 11) Max Uplift 2=-1296(LC 12), 12=-1015(LC 12) Max Grav 2=3501(LC 18), 12=3741(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6276/2539, 3-4=-5891/2461, 4-5=-4609/2104, 5-6=-1557/2160, 6-7=-1052/1688, 7-8=-4018/1660, 8-9=-4260/1531, 9-1 0=-6072/2229, 10-11 =-6321/2129, 11-12= 6592/2220 BOT CHORD 2-22=-2150/5787, 20-22=-1786/5052, 19-20=-177315232, 17-19=-1981/5665, 577 WEBS 3-227521/40464-224246/898,4-20 -1 25/686 512051498/3539,6-2052758/1115, ♦♦♦♦'&IUS� • • • • •'•' 6-19-187/749, 16-24=-342/1460, 23-24=-1997/956, 9-24=-2126/969, 10-14=-32/472, 11-14=-250/221, 7-23=599/432, 19-23=-972/339, 6-23=-1203/737, 8-24-264/1568, ♦ E N S••.• 8-23=-251/307, 16-23=-573/456 �� .••��G 100� •. No 34869 NOTES-P'; ; jf 1.) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. r0 . • .: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 3-10-2, Interior(1) 3-10-2 to 20-10-0, Exterior(2E) .0 20-10-0 to 24-8-0, Interior(1) 24-8-0 to 36-5-8, Extedor(2R) 36-5-8 to 41-8-14, Interior(1) 41-8-14 to 52-8-0 zone;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 applied roof live load shown loading requirements �i� Q' •� _ �� 0 I verifying covers rain specific R •' • • to the use of this truss component. 4) Provide drainage to ........ ♦� ' �0'(V AL adequate prevent water ponding. �♦` `, ��IIIJ 5) All plates are MT20 plates unless otherwise indicated. 1 6) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. Julius Lee PE No.34869 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, with BCDL = 10.Opsf. 6964 Parke.East Blvd. Tampa FL 33610 8) Ceiling dead load (5.0 psf) on member(s). 9-10, 23-24, 9-24; Wall dead load (5.0psf) on member(s).16-24, 10-14 Date: 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-16 January 5,2021 10) Refer to girder(s) for truss to truss connections. -Gontinued-on-page 2 — - ----- — - -- ® 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 property incorporate this design Into the overall building design. BraGng 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 ANSVTPH Quality Criteria, DSB-e9 and BCSIBuilding Component 6904 Parke Fast Blvd. Safety Information available from Thus Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 3661 D Job Truss Truss Type —IQ Ply Ply T22349970 HOMESBYABURTON_MOO ef)10 Attic 1 1 Job Reference (optional) Builders FlrstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MITek Industries, Inc. I us Jan 0 14:1u:L1 ZUL1 rage z I D:Xa7M oXE41yVMdOuMrggXTuy3Ssr-iQcFucLbzkpYobt2sBo5hiF7d7q(E4R4Tc9r9DzyNtG NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at=lb) 2=1296, 12=1015. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® 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 ANS11TPI1 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, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qry Ply T22349971 HOMESBYABURTON_M00 ii BF)11 Attic 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:10:23 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-epkOJIMrVL3G2vOQ_bgZm7LT7wQmi JNxweyE6zyNtE -,1-4-Q 7-5 11 IU13 20-10-0 �2-8 q 28.6-12 34-5-8 36 0� 40-10-8 40. 1-5 46 3 4 p8-3-4 52-" 4 7-5 11 68 3 { 6 8-3 1 10�0 5 10-12 5 10.12 6 12 4-10 4 0-0 13 5 3 15 2-0-0 4 6� 3I� 6.00 12 5x8 11 6 6x8 = 4x4 = 6x8 = 44 = 7x8 WB = 5x8 = `V 6x8 = 4xB = 1204 = 7x8 = 4x6 — .V 2x4 11 3x8 11 3x6 11 Scale=1:94.3 `4 4 0 I9 0 10.9 12 20-10-0 22 8-0 28-6-12 34 5-8 $6-0� 46-3-4 AB 3 4 52-9 8 10-9-12 10-0-4 -10 5- 00.12 5-10-12 -6 12 10-3-0 2-0-0 4-6-4 Plate Offsets (X,Y)- [2:0-1-O,Edge], [3:0-4-0,O-t-8], [6:0-5-4,0-3-4], [11:0-4-0,0-4-8], [12:0-0-0,0-2-8], [16:0-3-8,0-6-0], [25:0-4-0,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.38 14-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.66 14-16 >952 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.18 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Attic -0.11 14-16 1107 360 Weight: 461 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. 8-11: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 14-12 oc bracing. BOT CHORD 2x8 SP 240OF 2.0E *Except* WEBS 1 Row at midpt 4-21, 5-21, 6-20, 9-24, 6-18, 18-25, 7-25 2-22: 2x6 SP M 26, 19-22: 2x6 SP No.2 2 Rows at 113 pis 6-21 WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 24, 25 5-21: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=Mechanical Max Horz 2=525(LC 11) Max Uplift 2=1305(LC 12), 12=1029(LC 12) Max Grav 2=3521(LC 18), 12=3749(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6320/2568, 3-4=-5932/2490, 4-5=-4658/2137, 5-6=-4476/2167, 6-7=-4687/2209, 7-8=-3634/1383, 8-9=-4191/1439, 9-10=-6102/2257, 10-11=-6441/2207, 11-12=6754/2272 BOTCHORD 2-23=2177/5826,21-23=-1811/5087,20-21=-163114652,18-20=-1530/4653, 17-1 8=1 724/5013, 16-17=-1725/5017, 14-16=-169615430, 13-14=-1860/5756, 12-13=-1861/5758 ,,t,�}`�VS ��•. WEBS 3-23=527/407, 4-23=-246/898, 4-21=-1198/672, 5-21=-1446/3370, 6-21=-2330/971, 24-25=2265/1086, 9-24=-2254/1080, 10-14=0/680, 11-14=-540/272, 17-25=-672/112, ��, •* C E N �� Sit` •. ice. 8-25=-254/1511,7-18=1691251, 6-18=-1181680, 18-25=-739/385, 7-25=-1507/994, �� ,� 16-25=0/1560 No 34869 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 3-10-2, Interjor(1) 3-10-2 to 20-10-0, Exterior(2E) •, �' • 20-10-0 22-8-0, Interior(1) 22-8-0 34-5-8, 34-5-8 39-8-14, 39-8-14 for �� i ••• �`� to to Extedor(2R) to Interior(1) to 52-8-0 zone;C-C members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 O P •• \�1 ,�� •• 0 plate grip 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specificto the this truss F; s �' • • • •' �G ``� �� NA use of comonent. to 01 4) Provide adequate drainageprevent water ponding. ,;,,i�,, 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Julius Lee PE ND.34869 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 MiTek USA, Inc. FL Cert 6634 will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6904 Parke -East Blvd. Tampa FL 33610 7) Ceiling dead load (5.0 psf) on member(s). 9-10, 24-25, 9-24; Wall dead load (5.Opsf) on member(s).16-24, 10-14 Date: 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-16 January 5,2021 9) Refer to girder(s) for truss to truss connections. -Continued on-page-2 — — ---- A WARNING- Vedy design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTekO 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 loos 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 A)b Truss Truss Type Qty Ply T22349971 HOMESBYABURTON_MOO 1 Attic 1 1 r Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue ,tan b 14:1 O:ZJ YUZ1 rage 2 I D:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-epkOJ IMrVL3G2vOQ_bgZm7LT7wQmi_J NxweyE6zyNtE NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=1305, 12=1029. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andfor 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 fabdcaborh storage, delivery, erection and bracing of tnrsses and truss systems, see ANSYM11 Qualify 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 I T22349972 HOMESBYABURTON MOOF{E"2 Attic 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:10:24 2U21 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-6?IOXeNTGfB7f2bdXJLoJLtfuKonRQLW9aN WmYzyNtD 1.4 7.4.0 13-2-0 19.0-0 26-a-12 34-5-8 6-0.438-0-4 • 41-1-12 46.3-0 49.5-t0 52-9 8 -4-0 7-0.0 5-10-0 5.10-0 7.8.12 7-8-12 -0-12 2-0-0 3-1-8 5.1.8 3.2.6 33.14 i Scale = 1:92.8 6x8 = 4x4 = 6x8 = 6.00 12 5 48 6 Y9 7 4x6 = 23 °G `00 21 — 20 - — 18 17 �� 15 14 6x8 = 6x8 = 4x6 = 4x4 = 4x8 = 6x8 = 3x6 11 6xl2 MT20HS = 4x6 = 3x6 11 1204 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020fTP12014 CSI. TC 0.51 BC 0.89 WB 0.91 Matrix-S DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in (loc) I/defi L/d -0.33 15-17 >999 240 -0.56 15-17 >967 180 0.11 13 n/a n/a -0.12 15-17 1063 360 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 435 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 "Except' TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins. 7-11: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP No.2 *Except* WEBS 1 Row at midpt 5-21, 5-20, 6-20, 9-24, 20-25, 6-25 13-16,16-19: 2x8 SP 240OF 2.0E 2 Rows at 1/3 pts 4-23 WEBS 2x4 SP No.3 `Except' JOINTS 1 Brace at Jt(s): 24, 25 4-23: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 23=0-8-0, 13=Mechanical Max Horz 2=481(LC 11) Max Uplift 2=240(1-C 12), 23=1230(LC 12), 13=-865(LC 12) Max Grav 2=379(LC 22), 23=3797(LC 18), 13=3338(LC 19) FORCES. (lb) - Max. CompJMax. Ten. - All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-164/601, 3-4=-49/483, 4-5=-3002/1370, 5-6=-3502/1612, 6-7=-2672/956, 7-8=3035/996,8-9=3053/1108,9-10=-5242/1748,10-12=-5493/1644,12-13=-5869/1808 BOT CHORD 2-23=-432/255, 21-23=-638/2177, 20-21=-084/2738, 18-20=126514226, 17-18=-1271/4241, 15-17=-126914660, 14-15=-1466/4962, 13-14=-146614962 WEBS 3-23=-730/493,4-23=-3479/1327,4-21=-131/1010,5-21=-422/164,5-20=-492/1479, 10-15—13/477, 12-15=-354/27t 6, 20 25-1150/374,6-25—9675/772, 8-25= 90 2845 �,,��V , 17-25=11/1632 v�G E N s�. 11 '• NOTES-00 1) Unbalanced roof live loads have been considered for this design. ``�� 10 .� N 34869 •; 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. '* �• * �_ 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5 4 to 3-10-2, Interior(1) 3-10-2 to 19-0-0, Exterior(2R) 19-0-0 to 26-8-12, Interior(1) 26-8-12 to 34-5-8, Extedor(2R) 34-5-8 to 41-11-1, Interior(1) 41-11-1 to 52-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 i r •� 3) 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. 4) Provide adequate drainage to prevent water ponding. ♦ .(� • Q` �� j '• Fi �' 5) All plates are MT20 plates unless otherwise indicated. • • • •' �� ' �I## NA his truss has been designed for 10.0 psf bottom chord ve load nonconcurrent with any other live Tal ` chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide This truss has been designed for Hive load of 20. ps onthe bottom h 7) will fit between the bottom chord and any other members, with BCDL = 10.0psf. Julius Lee PE No.34869 8) Ceiling dead load (5.0 psf) on member(s). 9-10, 24-25, 9-24; Wall dead load (5.0psf) on member(s).17-24, 10-15 MTek USA, Inc. FL Cert 6634 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-17 6904 Parke East Blvd. Tampa FL 33610 10) Refer to girder(s) for truss to truss connections. Date: 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=Ib) January 5,2021 2=240, 23=1230, 13=865. —12)-A-T-TIG-SPACESHOWN-IS-DESIGNEDAS-UNINHABITABL-E — A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MTek® 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 budding design. Bracing indicated Is to prevent bucking of Individual truss web andfor 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 ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information evadable from Truss Plate Institute, 267o Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jqb Truss Truss Type Qty TP'y T22349973 HOMESBYABURTON_MOO Bf)13 Piggyback Base 11 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:10:25 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-aCsmk_051 zJ_HCAp5Otl sYQnGk9NAtxgOE731_zyNtC 14p 7 4 5 0 13-2-0 19-0-0 26-8-12 34-5-8 40.3 8 46 1-7 52-M 4 7 4-0 -10-0 5-10.0 7-8-12 7 8-12 5 10-0 5 106 6 8 1 Scale = 1:93.2 6x8 = 2x4 II 6x8 = 6.00 12 5 24 6 25 7 48 = _ 21 20 Is 18 L6 1/ 16 z9 16 14JU 13 12 7x10 = 3x6 II 5x6 = 3x6 = 3x6 = 4x8 = 3x6 = 3x6 = 2x4 II LOADING (psi) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020TMI2014 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 17-19: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-20,9-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 -t 3-8-2 3x6 = 5x6 WB = CSI. DEFL. In (loc) I/deft L/d PLATES GRIP TC 0.66 Vert(LL)-0.2615-16 >999 240 MT20 244/190 BC 0.80 Vert(CT)-0.4515-16 >999 180 WB 0.95 Horz(CT) 0.15 11 n/a n/a Matrix-S I Weight: 374 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. WEBS 1 Row at midpt 3-21, 4-20, 5-18. 5-16, 6-16, 7-16, 8-15 REACTIONS. (size) 2=0-8-0, 21=0-8-0, 11=Mechanical Max Horz 2=485(LC11) Max Uplift 2=-196(LC 24), 21=-1404(LC 12), 11=-1020(LC 12) Max Grav 2=181(LC 21), 21=3913(LC 17), 11=2770(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-395/1275, 3-4=-1918/1010, 4-5=-2560/1392, 5-6=-3033/1688, 6-7=-3033/1688, 7-8=-3543/1766, 8-9=-4232/1952, 9-11=-4852/2068 BOT CHORD 2-21=-976/456, 20-21=-940/438, 18-20=-561/1802, 16-18=-691/2333, 15-16=-102312918, 13-15=1417/3635, 12-13=1644/4071, 11-12=-1644/4071 WEBS 3-21=-3642/1664, 3-20=-1170/2919, 4-20=-1410/685, 4-18=-257/960, 5-18=-535/230, 5-16=-583/1371, 6-16=785/518, 7-16=498/346, 7-15=-410/1126, 8-1 5=4 105/602, 8-13=447/505, 9-13=-520/327, 9-12=0/260 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. - II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2E) -1-5-4 to 3-10-2, Interior(1) 3-10-2 to 19-0-0, Extedor(2R) 19-0-0 to 26-8-12, Interior(1) 26-8-12 to 34-5-8, Extedor(2R) 34-5-8 to 41-11-1, Interior(1) 41-11-1 to 52-9-8 zone;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. 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) 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 at --lb) 2=196, 21=1404, 11=1020. %%U S DENS '. N $4860 ccX �NALE�� elitist \%% Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 AL WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119r202O BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedy the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcabon, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349974 i HOMESBYABURTON_MOO BFp4 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.43U S Nov 3U 2U2U Mi l eK Industries, Inc. I ue Jan o 14:1 U:zt 'zuzi rage 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-Wa_W9gPMZaZhW WKBDRvVxzV7gYogepEzsYcANtzyNtA 1-4 6.5-6 7 12-8-11 19-a0 26$-12 34-5.8 6-2 41-4-2 46.6-5 49-8-8 52� 8-12 -4- ata 5-0-11 6-3-5 741-12 7-a12 1-8-8 5.2-3 5-2-3 N. Scale: 1/8"=1' 6x8 = 4x4 = 6.00 12 5 28 29 6 30 31 Sx6 4x6 — 24 23 zz 21 sr zu 19 18 it 1x14Mrmna — 3x6 = 8x14 MT20HS = 3x6 II 5x8 = 3x8 = 8x12 = 3x4 II VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 7-4-0 12-8-11 19.0-' 26-8-12 34-5.8 $6-2A 41-4-2 46-6-5 49-6-8 52-8-12 7.4-0 5-0-11 6-35 7-8-12 7-8-12 1-8-8r 5-2-3 5-2-3 3-0-0 3-2� Plate Offsets (X,Y)- [3:0-3-4,0-4-8], [5:0-5-4,0-3-0], [9:0-9-12,0-5-0], [11:O-",0-4-4], [15:0-7-0,0-4-8], [19:0-5-4,Edge], [23:0-3-8,0-2-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) IldeO L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.38 17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.69 15-16 >789 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.37 25 n/a n/a BCDL 10.0 Code FBC2020IfP12014 Matrix-S Weight: 398 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 15-16: 2x6 SP No.2, 12-15: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: WEBS 2x4 SP No.3 'Except' 104)-0 oc bracing: 16-18 11-25: 2x6 SP No.2, 3-23,16-19: 2x4 SP No.2 WEBS 1 Row at midpt 4-23, 5-21, 5-19, 6-19, 8-16, 9-15, 3-24, 11-13,9-13: 2x4 SP No.1 3-23, 16-19, 6-16 REACTIONS. (size) 2=0-8-0, 24=0-8-0, 25=0-5-8 Max Horz 2=-398(LC 10) Max Uplift 2=-582(LC 22), 24=-1695(LC 12), 25=-1710(LC 12) Max Grav 2=125(LC 9), 24=4342(LC 37), 25=3319(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1038/2044, 3-4=-1422/765, 4-5=-2306/1284, 5-6=-2811/1635, 6-7=-3707/2001, 7-8=-4217/2089, 8-9=-6283/2943, 9-10=5041/2486, 10-11=-5041/2486, 12-25=3319/1867, 11-12=3126/1784 BOT CHORD 2-24=-1691I762, 23-24=-1650/740, 21-23=-009/1357, 19-21=856/2086, 15-16=2562/5529, 14-15=-4186/8899, 13-14=-4174/8886, 12-13=-190/344, �11111111/�� 7-16=-491/1258 WEBS 4-23=-1716/935,4-21=-485/1283,5-21=-714/385,5-19=-644/1421,6-19=-1579/874, ,`�� `,uS, ` 1# 41 F� I� ,� �J- ...... •• �i� 8-16=2270/1170, 8-15=-508/1397, 9-15=-3469/1695, 3-24= 4079/2047, 3-23=-1536/3267, 16-19=-1254/2822, 6-16=51811266, 10-13=-557/422, 11-13=-2590/5298, ,�� •,. C E N � S�` •.••• `,� j- 9-13=-4309/1891 • No 34869 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 3-10-1, Interior(1) 3-10-1 to 19-0-0, Exterior(2R) 19-0 0 to 24 3 4, Interior(1) 24-3-4 to 345 8, Exterior(2R) 34 5-8 to 39-8-12, Interior(1) 39 8 12 to 52-6-0 zone;C-C for members and i �1(V •• forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 .(� �` Q' , 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �S • 0 R to the use of this truss component. 4) Provide topreindicated. • •' i S,O•' N• • A atedrainage 5) All plates are pi unless otherwise 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Julius Lee PE No.34869 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 M[Tek USA, Inc. FL Cert6634 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6904 Parke.East Blvd. TampaFL 33610 8) Bearing atjoint(s) 25 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify Date: capacity of bearing surface. January 5,2021 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) -0orRiPM-a4pNjQW5=1-7-10.. ® WARNING -Vedry design parameter; and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MfTek® 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 property 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 WeW 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 ANSM 11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 Tampa, FL 36610 Job Truss Truss Type Oty Ply T22349974 HOMESBYABURTON_MOO"4 Piggyback Base 1 1 Job Reference o Clonal Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:10:27 2021 Page 2 ID:Xa7MoXE4iyVMdOuMrggXW Tuy3Ssr-Wa_W99PMZaZhW KBDRvVxzV7gYogepEzsYcANtzyNtA AOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 65 lb up at 46-6-5, 254 lb down and 245 lb up at 48-8-12, 254 lb down and 245 lb up at 50-8-12, and 261 lb down and 244 lb up at 51-8-7, and 354 lb down and 338 lb up at 52-6-0 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 (pif) Vert: 1-5=-90, 5-7=-90, 7-9=-90, 9-11=-90, 2-18=-20, 17-18=-20, 12-16=-20 Concentrated Loads (lb) Vert: 9=-27 11=-315 33=-200 30-200 35=-240 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web andfor 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 busses and truss systems, see ANSIfrP11 Quality Criteria, DS849 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Type Qty Ply (Truss T22349975 HOMESBYABURTON_MOO af)15 Piggyback Base Girder 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MITek Industries, Inc. Tue Jan 5 14:10:29 2021 Page 1 ID:Xa7MoXE4iyV MdOuMrggXTuy3Ssr-Tz5HeMRc5BpPmgUaKsxz00bQvLVg6gEGJs5HRIzyNto 54.1.8 1 7-0-0 13-2-14 19-0-0 26.8-12 34-5-8 6-2-0 43.5-0 46-SB 50.9.8 52-9-8 -4-0' 7-0-0 510-14 59-2 741-12 1.12 1-8-8 738 3-0-0 4-4-0 2-M -0-0 Scale = 1:100.6 6x8 = 6.00 12 4x4 = 5x8 27 6 28 7 19 4x6 = 26 25 24 23 31 22 21 20 19 ,... .. .,,�.., .. — 3x6 = 8x14 MT20HS = 3z6 I 5x8 = 3x6 = 10x16 MT20HS = 3x4 11 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 TCDL 15.0 Lumber DOL 1.25 BC 0.84 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 BCDL 10.0 Code FBC2020rfP12014 Matrix-S LUMBER - TOP CHORD 2x6 SP No.2 *Except' 7-8,8-10: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 'Except' 15-18: 2x4 SP M 31, 11-14: 2x4 SP No.1 WEBS 2x4 SP No.3'Except* 3-25: 2x4 SP No.2, 10-14: 2x4 SP M 31, 14-17,8-14: 2x4 SP No.1 REACTIONS. (size) 2=0-8-0, 11=0-8-0, 26=0-8-0 Max Horz 2=-41 O(LC 30) Max Uplift 2=-831(LC 20), 11=-1157(LC 8), 26=1767(1-C 8) Max Grav 2=184(LC 8), 11=2743(LC 37), 26=4664(LC 36) DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.6017-18 >907 240 MT20 2441190 Vert(CT) -1.14 17-18 >476 180 MT20HS 1871143 Horz(CT) 0.16 11 n/a n/a Weight: 382 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-8-9 oc bracing. Except: 6-0-0 oc bracing: 14-16 10-0-0 oc bracing: 18-20 WEBS 1 Row at micipt 5-23, 3-26. 4-25, 3-25, 6-21, 5-21, 18-21 2 Rows at 1/3 pis 8-18 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-101012642, 3-4=-1254/5910, 4-5=-2106/985, 5-6=2627/1277, 6-7=-3474/1536, 7-8=-3980/1582, 8-9=-10582/4066, 9-10=-10843/4172, 10-11=-4563/1693 BOT CHORD 2-26=2197/795, 25-26=2153f775, 23-25=-075/1190, 21-23=-556/1920, 17-18=-2176/5811, 13-14=-1299/3777, 11-13=-1297/3746, 7-18=-268/1073, 9-14=-273/613 WEBS 5-23=-796/305, 8-17=-4132/1712, 10-13=-12/251, 3-26=-438811797, 4-23=-355/1326, 4-25=-17851755, 3-25=-1310/3622. 6-21=-15121689, 5-21=-526/1433, 18-21=-888/2716, 6-18=-368/1204,B-18=-2599/1095,10-14=-2830/7244,14-17=-2565/6945, 8-14=-2014/5385 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=831, 11=1157, 26=1767. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)110 lb down and 84 lb up at 46-8-12, and 90 lb down and 44 lb up at 48-8-12, and 220 lb down and 119 lb up at 50-9-8 on top chord, and 14 lb down at 46-5-8, and 14 lb down at 48-8-12, and 55 lb down and 44 lb up at 50-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. %% �vL1US. .` oENS '. No 34869 Julius Lee PE No.34869 MITek USA, Inc. FL 6ert 6634 6904 Parke -East Blvd. Tampa FL 33610 Date: January 5,2021 -(Jbi)t > EASE(S)section loads -applied to -the -face of -the -truss are noted-as-front-(F)or-back-(B).—— -- A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5i1972020 BEFORE USE. Design valid for use only with MTek® 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 andfor 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 ANS11TP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349975 HOMESBYABURTON_M00 fl15 Piggyback Base Girder 1 1 Job Reference o tional Builders FlrstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTeK Industries, Inc. I ue ,ian b 14:1 U:[a LUL1 rage 1 ID:Xa7MoXE4iyVMdOu MrggXTuy3Ssr-Tz5HaMRc5BpPmgUaKsxz00bQvLVg6gEGJs5H RlzyNtB LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-5=-90, 5-7=-90, 7-8=-90, 8-10=-90, 10-12=-90, 2-20=-20, 19-20=-20, 16-18=-20, 15-16=-20, 11-14=-20 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® 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 property 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?plf Quality Criteria, DS849 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 T22349976 HOMESBYABURTON_MOO E"6 Piggyback Base 1 1 I Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:1U:31 2U21 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-PMD171 Sscp3777ezSH_R5pgpG9AJabcYmAaNWezyNt6 54-1-8 1d-0 65.8 7 121-11 19-0-0 28-8-12 34.5-e 38-2-041.5-8 48.9-8 51-9-8 TL" 0. 0 51-117-8-12 7-8.12 1-8.8 5-38 74-0 3-0-0 -0-0 1.4-0 Scale = 198.1 6x8 = 4x4 = 6x8 = 6.OD 12 5 30 6 31 32 7 4x6 = 27 26 zo V_ 24 Jo C4 22 21 zu 4xlu Mrzuna — 7x10 = axo n 3x6 II 5x6 = 3x6 = 36 = 8x12 = 3x4 11 6xB = I; 0 0 v 7.4-0 12-1-11 19-0-0 26-6-12 34-" 36.2-q 41-5-8 48-9-8 51-9-1152-9-,8 + 7-4-0 5�-11 6-3 7-8-12 7.8-12 1-8-8 5-3-8 i 7-4-0 1 1�-0-11 Plate Offsets (X,Y)-- [3:0-4-0,04-8], [5:0-5-4,0-3-01, [8:0-5-8,0-3-0], [10:0-0-8,Edge], [12:0-3-0,0-1-8], [14:0-3-0,0-1-8], [15:0-6-0,0-5-4], [17:0-3-8,0-3-0], [19:04-8.0-2-121, [22:0-5.4,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.33 17-19 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.63 17-19 >863 180 MT20HS 187/143 BOLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 394 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 •TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc pudins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 18-19,10-15,13-18: 2x4 SP No.1 10-0-0 oc bracing: 19-21 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 4-26, 5-24, 5-22, 6-22, B-19, 3-27, 3-26, 8-17,9-16,3-26,19-22: 2x4 SP No.2, 15-17: 2x4 SP No.1 15-17, 19-22 REACTIONS. (size) 2=0-8-0, 10=0-M, 27=0-8-0 Max Horz 2=-409(LC 10) Max Uplift 2=-412(LC 24), 10=-1138(LC 12), 27=1554(LC 12) Max Grav 2=76(LC 9). 10=2781(LC 18), 27=4157(LC 17) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-815/1742, 34=-15111811, 4-5=-2371/1326, 5-6=-2798/1663, 6-7=-3588/1977, 7-8=-4075/2091, 8-9=-4236/2119, 9-10=-4859/2344 BOT CHORD 2-27=-1348/603, 26-27=-1310/582, 24-26=-585/1445, 22-24=838/2153, 17-19=-2390/5110, 16-17=136/288, 12-15=-1737/3861, 10-12=-1849/4093, 7-19=-454/1212 WEBS 4-26=-16165197123315005014, 3-26=9 42513118, 88-15=1915 v�-�v`S �F� 5375 9122=8102250/2873, 6 19=-447/912327. ,1,2/822, NOTES- • •••� 1) Unbalanced roof live loads have been considered for this design. �• 34869 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 3-10-2, Interior(1) 3-10-2 to 19-0-0, Exterior(2R) 19-0-0 to 24-3-6, Interior(1) 24-3-6 to 34-5-8, Exterior(2R) 34-5-B to 39-8-14, Interior(1) 39-8-14 to 48-9-8, Exterior(2E) 48-9-8 to -0 54-2-12 zone;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.6010,� �• •� 3) Building Designer 1 Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 0 0 .� to the use of this truss component. 4) Provide adequate drainage to water T Q� �� j O R %'D. prevent ponding. All ' • •' •' 5) plates are MT20 plates unless otherwise Indicated.� �� ,�� his truss has been designed for a 10.0 psf bottom chord i ve load nonconcurrent l ve loads. th any other lrectangle TThis A ��l chord in all areas where a 3-6-0 tall by 2-0-0 wide 7) truss has been designed for a lie : load of 20psf onthe bottom h i �'4 will fit between the bottom chord and any other members, with BCDL=10.0psf. Julius Lee PE No.34869 8) 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 2=412, 10=1138, 27=1554. 6904 Parke.East Blvd. Tampa R.33610 Date: January 5,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 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 property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andlor 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 ANS/RPI1 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 T22349977 HOMESBYABURTON_MOO ii af:p Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:10:32 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-tYnPCNTVN6B_dHC9? Vge1COwZYXJ14i?gJx24zyNt5 54-1-8 1W 6-b6 7r4-0 12-8-11 _ 19-0-0 26-8-12 345-8 36-2-0, 39-58 i 46-9-8 _ _, _ 51-9A_ _5;?-9-8 h 4 fl 8 0 5-0-11 6.3-5 7.8-12 7.8-12 1-a 8 3-0.8 74-0 5 0-0 �0 d 14-0 Scale = 1:98.1 6x8 = 4x4 = 6.00 12 5 3CC 6 31 32 5x6 3x6 II 5x6 = 3x6 = 3x6 = 46 = 48 = 3x4 II 3x10 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CS1. TC 0.57 BC 0.83 WB 0.99 Matrix-S DEFL. in floc) I/deft Ud Vert(LL) -0.26 20 >999 240 Vert(CT) -0.47 21-22 >999 180 Horz(CT) 0.11 10 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 406 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-3-15 oc bracing. Except: 17-19: 2x4 SP No.1, 10-15: 2x4 SP M 31 10-0-0 oc bracing: 19-21 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-26, 5-24, 5-22, 6-22, 8-19, 3-27, 15-18, 3-26,15-18,19-22: 2x4 SP No.2 8-15, 19-22 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 27=0-M Max Horz 2=409(LC 10) Max Uplift 2=288(LC 24), 10=-1146(LC 12), 27=1494(LC 12) Max Grav 2=104(LC 21), 1 0=2833(LC 18),27=4023(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-683/1487, 3-4=1649/867, 4-5=2455/1363, 5-6=2849/1701, 6-7=-3615/2017, 7-8=-4072/2162, 8-9=-3200/1643, 9-10=-3691/1764 BOT CHORD 2-27=11021485, 26-27=-1066/465, 24-26=-65211569, 22-24=-882/2229, 18-19=2136/4559, 16-18=778/1566, 14-16=-775/1537, 12-15=-1282/2950, 10-12=1349/3138, 7-19=-553/1299, 12-14=3011677 WEBS 4-26=-1545/834,4-24=-360/1063,5-24=-574/296,5-22=-583/1297,6-22=-1486/831, 8-18=635/415, 9-15=373/1132, 8-19=-1531/826, 3-27=-3763/1859, 3-26=1363/2996, 14-15=-1472/773,15-18=-1398/3089,8-15=1550/848,19-22=-1271/2922, 6-19=-448/1088 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=4.2psf-, BCDL=3.0psf: h=15ft; B=45ft; L=53ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 3-10-2, Interior(1) 3-10-2 to 19-0-0, Extedor(2R) 19-0-0 to 24-3-6, interior(1) 24-3-6 to 34-5-8, Exterior(2E) 34-5-8 to 39-5-8, Interior(1) 39-5-8 to 46-9-8, Extedor(2R) 46-9-8 to 52-0-14, Interior(1) 52-0-14 to 54-2-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer I 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=1b) 2=288,10=1146,27=1494. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE Mil-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTellob 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 WOW 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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 T22349978 HOMESBYABURTON_MOO Bfj 8 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. ILie Jan 5 14:1U:3.3 2U21 Page 1 ID:Xa7M oXE4iyVMdOuMrggXTuy3Ssr-LkLn QjU78QJrERnLZiOvAElA7ysQ2V2rEU3UaXzyNt4 .4..0 375-8 54.1-8 11.4-01 7.45 14.7-0 19-0-0 256-0 29-11-0 34-5-a r36.2-0 449-8 51-9-a 52.9 7>-8 7-256-5-046-0 141-8 -M 7.4-0 7-0-0 14-0 Scale = 1:98.1 7x10 = 2x4 II 4x4 = 6x8 = 6.00 12 5 28 6 29 730 8 a„a = 6x8 = 3x6 = 6x12 MT20HS = 37-5.8 ja? Io O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.20 20-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.48 20-21 >945 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-S Weight 406 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-24: 2x4 SP No.3, 11-16: 2x4 SP No.1 1 Row at micipt 4-23 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-23, 5-22, 5-21, 7-20 JOINTS 1 Brace at Jt(s): 16 REACTIONS. (size) 2=0-8-0, 11=0-8-0, 24=0-7-0 Max Horz 2=-409(LC 10) - Max Uplift 2=-225(LC 12), 11=-938(LC 12), 24=-1537(LC 12) Max Grav 2=460(LC 21). 11=2046(LC 22), 24=3663(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-278/740, 3-4=-804/1829, 4-5=-389/372, 5-6=-2167/1315, 6-7=-2166/1315, 7-8=-2238/1457, 8-9=-2685/1712, 9-1 0=-2204/1366, 10-11 =-2606/1403 BOT CHORD 2-25=-597/187, 23-24=-3605/1943, 4-23=-2992/1618, 22-23=-15621881, 21-22=-46/267, 20-21=1100/2436, 19-20=-1028/2325, 18-19=-1261/2582, 17-18=-643/1320, 13-16=-459/874, 11-13=-1000/2189 WEBS 3-25=0/378, 23-25=-619/188, 3-23=-13181747, 4-22=-1048/2348, 5-22=-1830/901, 5-21 =-1 195/2477, 6-21=-541/400, 7-21=-308/298, 7-20=403/112, 8-20=-24/490, 9-18=-280/248, 10-16=- 136/497, 13-17=-611/1208,16-18=-64311320, 9-16=-456/288, 8-19=-506/520, 9-19=-1175/722 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6 4 to 3-10-2, Interior(1) 3-10-2 to 19-0-0, Extedor(2R) 19-0-0 to 24-3.6, Intedor(1) 24-3-6 to 34-5-8, Exterior(2E) 34-5-8 to 37-5-8, Interior(1) 37-5-8 to 44-9-8; Extefior(2R) 44-9-8 to 50-0-14, Interior(1) 50-0-14 to 54-2-12 zone;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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.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) Bearing at joint(s) 24 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=225,11=938,24=1537. ENS ``� �•. �� .Un 34869 t i i 4ORI'D 0 4% .44 %%% Julius Lee PE No.34969 MiTek USA, Inc. FL Cert 6634 6904 Parke:East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 aways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnthrmarlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349979 HOMESBYABURTON_MOO E"9 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:10:35 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-H7TYgPWNgl ZZUlxkh72NGfgWpmYwWO68hnYbfPzyNt2 54-1.8 1-0-0 7-0-8 147-0 19' 25-5-0 29-11J3 345-8 3 42-9-e 47-3-6 51-9-8 52- -4-0' 7-2.8 4-5-0 6-5-0 4-6-4 4-6-0 -0- 7-4-0 4-6-0 4.6.0 -0 14-0 Scale = 1:98.1 7x10 = 6x8 = 2x4 11 4x4 = 6xB = 6x8 = 6.00 12 5 29 6 30 731 8 9 32 33 10 5x6 5 2x4 11 4 11 34 7x8 35 28 12 3 yy 13 I jop 22 7 c o 5x8 = 4x623 010 �27 _ 5x6 3x81� 20 36 19 18 6x8 = 1 15 0 502 3.00 FIT 5x6 = 3x6 = 3x6 = 3x4 11 US = 26 P5 4x4 = US 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 TCDL 15.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 Rep Stress Incr YES WB 0.97 BCDL 10.0 Code FBC2020/TP12014 Matrix-S LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2'Except* 2-25: 2x6 SP No.2, 4-25: 2x4 SP No.3, 20-22,12-17: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0, 25=0-7-0 Max Horz 2=386(LC 11) Max Uplift 2=-228(LC 12), 12=-939(LC 12), 25=1534(LC 12) Max Grav 2=396(LC 21), 12=2312(LC 18), 25=4029(LC 17) 34-5-8 36-2-0 42-9-8 47-3-8 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.26 21-22 >999 240 MT20 244/190 Vert(CT) -0.52 21-22 >876 160 Horz(CT) 0.10 12 n/a n/a Weight: 418 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-5-3 oc bracing. Except: 1 Row at micipt 4-24 WEBS 1 Row at midpt 3-24, 5-23, 5-22, 7-21 JOINTS 1 Brace at Jt(s): 17 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-279/735, 3-4=-805/1981, 4-5=-415/370, 5.6=-2265/1330, 6-7=-226411331, 7-8=2459/1484, 8-9=-269911627, 9-10=-2429/1470, 10-11=2799/1462, 11-12=278011281 BOT CHORD 2-26=599/172, 24-25=-3931/1950, 4-24=318011628, 23-24=-1670/871, 22-23=-44/317, 21-22=-1113/2543, 20-21 =1 12912517, 19-20=826/1984, 18-19=626/1310, 14-17=-359/1055,12-14=-978/2352 WEBS 3-26=01446, 24-26=606/180, 3-24=-1502f737, 4-23=1053/2457, 5-23=1834/906, 5-22=-1210/2565, 6-22=-547/406, 7-22=-326/295, 8-21=-496/884, 9-21=-529/474, 9-20=-1010/522, 10-20=-325/665, 17-18=-064/310, 11-17=414/419_, 17-19=-228/825, 10-1 7=-288/536, 14-18=-632/1271 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-54 to 3-10-2, Interior(1) 3-10-2 to 19-0-0, Exterior(21R) 19-0-0 to 24-3-6, Interior(1) 24-3-6 to 34-5-8, Exterior(2E) 34-5-8 to 35-5-8, Interior(1) 35-5-8 to 42-9-8, Exterior(2R) 42-9-8 to 48-0-14, Interior(1) 48-0-14 to 54-2-12 zone;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. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing atjoint(s) 25 considers parallel to grain value using ANSIfrPI 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 Ut=lb) 2=228, 12=939, 25=1534. ,,��Ill ,`%N%��LIUS •. I N -34869 a ��1111i11�� Julius Lee PE N6:34869 MTek USA, Inc: FL Cert 6634 6904 Parke:East Blvd. TampafL 33610 Date: January 5,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use onlywith 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 budding of individual truss web andlor 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 I Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349980 HOMESBYABURTON_MOO BfP0 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:10:37 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-EVaIF5XdCfgHj256oY4rL4wrJaDO_IBR951 ijlzyNtO -b4-0 7-4-8 14-7-0 19-0-0 25-5-0 30-9 8 36-2-0 41-9-8 _ 1_ 46-M 51-9-8 52.9�8 -4 7-2-8 4-5-0 6-5-0 5-4-8 5-4-8 5-7-8 ' 5-0-0 ' 5.0-0 1-0-0 Scale: 1/8"=1' i 7x10 = 2x4 11 7x8 = 6.00 f12 5 27 6 28 29 7 4x4 = 6x8 = 30 8 31 9 4x6 = 24 23 �" ` 3.00112 oxw I I 4x4 = 4x8 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 TCDL 15.0 Lumber DOL 1.25 BC 0.91 BCLL 0.0 Rep Stress Incr YES WB 1.00 BCDL 10.0 Code FBC2020frP12014 Matrix-S LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-23: 2x6 SP No.2, 4-23: 2x4 SP No.3, 11-15: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 2=0-8-0, 23=0-7-0 Max Horz 2=-389(LC 10) Max Uplift 11=-782(LC 12), 2=-202(LC 12), 23=-1567(LC 12) Max Grav 11=2160(LC 18), 2=405(LC 21), 23=4004(LC 17) DEFL in (loc) Udell L/d PLATES GRIP Vert(LL)-0.1619-20 >999 240 MT20 244/190 Vert(CT) -0.30 19-20 >999- 180 Horz(CT) 0.10 11 n/a n/a Weight: 408 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 4-22 WEBS 1 Row at midpt 3-22, 5-21, 5-20 JOINTS 1 Brace at Jt(s): 15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-256/734, 3-4=-764/1956, 4-5=-423/322, 5-6=-2264/1223, 6-7=2263/1224, 7-8=2544/1344, 8-9=-2321/1288, 9-1 0=-2954/1477, 10-11 =-2900/1257 BOT CHORD 2-24=-598/194, 22-23=3905/1828, 4-22=-3161/1506, 21-22=-1657/827, 20-21=-34/327, 19-20=-988/2560,18-19=-918/2285,17-18=-743/1951,16-17=-621/1367, 12-15=390/1117, 11-12=-991/2468 WEBS 3-24=0/445, 22-24=606/201, 3-22=-1494/726, 4-21=-993/2438, 5-21=-18171858, 5-20=-1141/2555, 6-20=-560/400, 7-20=-391/221, 7-19=317/157, 8-19=-132/472, 8-18=-897/459,15-16=-4031281,10-15=-523/473,9-18=-258/650,15-17=-150/718, 9-15=-377/749,12-16=-608/1283 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 3-10-2, Interior(1) 3-10-2 to 19-0-0, Exterior(2R) 19-0-0 to 26-5-9, Interior(1) 26-5-9 to 41-9-8, Exterior(2R) 41-9-8 to 49-3-1, Interior(1) 49-3-1 to 52-5-8 zone;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. 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 tail by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at Joint(s) 23 considers parallel to grain value using ANSIffPI 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 Gt=1b) 11=782, 2=202, 23=1567. S- )S� ��i 34869 ORA Julius Lee PE No.34869 MiTek USA, Inc. FL.Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5I1912020 BEFORE USE. Design valid for use only with MUM) 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 budding of Individual truss web andfor 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/7PI1 Quality Criteria, DSB49 and BCS/ 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 T22349981 HOMESBYABURTON_MOO W1 Piggyback Base 4 1 Job Reference (optional)ii Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:10:38 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-i i8gTQYFzyyBLCgJ MFc4tl SyJzfPjpSa Nlm FGkzyNt7 i1-0-0 7 4-0 14 7-0 19-0-0 25-5-0 30-9-8 36-2-0 40-5 8 41-9$ 46 9 8 J y 4- 7 4-8 7-2-8 4-5-0 6-5-0 5 4-8 5 4-8 4-3 8 t 4 d 5-0-0 4x6 = 4x8 I I 5x8 = 2x4 II 5x6 = 3x8 = 3x4 11 5x8 = 6.00 12 6 6 26 7 27 28 8 9 10 23 22 - -- - 3x6 = 410 MT20HS 11 14-3-8 14r7-0 19-M 25-5-0 36-2-0 40-5-8 3x4 11 Scale=1:85.7 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0.89 BC 0.54 WB 0.74 Matrix-S DEFL. in (loc) I/defi Ud Vert(LL) -0.12 18-19 >999 240 Vert(CT) -0.23 18-19 >999 180 Horz(CT) 0.08 12 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 322 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, 3-5: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-9-5 oc bracing. Except: 4-22: 2x4 SP No.3 1 Row at midpt 4-21 WEBS 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEDGE WEBS 1 Row at midpt 3-21, 5-20, 5-19, 8-17 Left: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 22=0-7-0, 12=0-8-0 Max Horz 2=486(LC 12) Max Uplift 2=171(LC 12), 22=-1453(LC 12), 12=-656(LC 12) Max Grav 2=490(LC 21). 22=3201(LC 1), 12=1582(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=292/454, 3-4=-718H420, 4-5=-410/243, 5-6=-1782/972, 6-7=-1782/973, 7-8=-1782/981, 8-9=13881837, 9-1 0=-1 3871835, 10-11=-1391/717, 11-12=-1537/816 BOT CHORD 2-23=-345/256, 21-22=-3145/1680, 4-21=-2555/1364, 20-21=-1196/568. 19-20=-79/280, 18-19=-831/1859, 17-18=-664/1431, 13-14=-533/1143 `,i.1.1.1..11.1. 11, WEBS 5-19-0911/1937, 6-19=9570 393, 7-18=-4646 83, 8-188 267/6 0 820=946/512 ♦♦♦♦,,,�LIU`S• L' 10-13=-593/352, 11-13=-620/1347, 14-17=711/1505, 10-14= 4051910 ♦ •V�G E Vs . , NOTES- '.40 1) Unbalanced roof live loads have been considered for this design. 34869 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf: h=15ft; B=45ft; L=47ft; eave=6ft; Cat. * �• II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-13 to 3-3-6, Interior(1) 3-3-6 to 19-0-0, Exterior(2R) 19-0-0 to 25-5-0, Interior(1) 25-5-0 to 41-9-8, Exterior(2E) 41-9-8 to 46-7-12 zone;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 water O i� T Q' ,•' _ �� .e prevent ponding. •0 R G,�,♦� •G 5) All plates are MT20 plates unless otherwise indicated. �� • • •' ',��I N his truss has been designed for sf bottom chord l ive loads. ve load hord with any re TThis A; ,,,♦♦♦ � truss has been designed for a live in all areas whencurrent 7) epoad of 20: psf on the bottom al rectangle 3-6-0 tall by 2-0-0 wide ' will fit between the bottom chord and any other members. Julius lee PE No.34869 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA, Inc. FL Cert6634 2=171, 22=1453,12=656. 6904 Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 ® 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 property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor 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 ANSUTP11 Qualify Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty HOMESBYABURTON_MOORBf)22 Piggyback Base 1 Job Reference (optional)PlyT22349982 ttUIlaerS FirstSource (Jacksonville, FL), Jacksonville, FL - 3ZZ44, A-4-0 7-4-8 14-7-0 8.430 S Nov 30 202U Mil elk Industries, Inc. I ue Jan 5 14:1U:4U ZUZI 6-5-0 5-4-8 5-4-8 Scale = 1:85.7 5x8 = 6.00 12 2x4 11 5x6 = 3x8 = 3x4 11 5x8 = 6 26 7 27 28 8 9 10 4x6 = 23 22 ----- -, 3x4 II 4x8 11 3x6 = 4x10 MT20HS I I LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.89 BC 0.54 WB 0.74 Matrix-S DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) 1/dell L/d -0.12 18-19 >999 240 -0.23 18-19 >999 180 0.08 12 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 322 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, 3-5: 2x4 SP No.1 except and verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-9-5 oc bracing. Except: 4-22: 2x4 SP No.3 1 Row at midpt 4-21 WEBS 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEDGE WEBS 1 Row at midpt 3-21, 5-20, 5-19, 8-17 Left: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 22=0-7-0, 12=0-8-0 Max Horz 2=486(LC 12) Max Uplift 2=-171(LC 12), 22=-1453(LC 12), 12=-656(LC 12) Max Grav 2=490(LC 21). 22=3201(LC 1), 12=1582(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-292/454, 3-4=-718/1420,4-5=-410/243, 5-6=-1782/972,6-7=-1782/973, 7-8=-1782/981, 8-9=-1388/837, 9-10=-1387/835, 10-11=-13911717, 11-12=-1537/818 BOT CHORD 2-23=-345/256, 21-22=-3145/1680, 4-21=-2555/1364, 20-21=-1196/568, 19-20=-79/280, 18-19=-831/1859,17-18=-664/1431,13-14=-533/1143 3-23= WEBS 68/1943, 2, 2831505,8 067)�0 8-91070-'946/5 1'-1 5-620/11347, ♦ , ..., 10-135-19=09593/352,11/1937, 14-17� ,♦♦♦♦,`,J G ♦ •. NOTES- 1) Unbalanced roof live loads have been considered for this design. NO 34869 •� 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45f; L=47ft; eave=6ft; Cat. -. "* ! II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-13 to 3-3-6, Intedor(1) 3-3-6 to 19-0-0, Exterior(21R) 19-0-0 to 25-5-0, interior(1) 25-5-0 to 41-9-8, Exterior(2E) 41-9-8 to 46-7-12 zone;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 s O' •'• to the use of this truss component. �i •' P ••' _`� -4) Provide adequate drainage to prevent water ponding. • R �♦ 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for 10.0 bottom load any l ive loads. �Q s • • •''G `G ♦♦ ��,S,O N A' a psf chord t ve nonconcurrent with other *This truss has been designed fora lie load of 20.Opsf onthe bottom chord n all areas where rectangle 3-6-0 tall by 2-0-0 wide 7) ';`,,�♦♦ will fit between the bottom chord and any other members. Julius Lee PE No.34869 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) MITek USA, Inc. FL Cert 6634 2=171, 22=1453, 12=656. 6904'Parks East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Vedfy 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 MiTeW 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 andfor 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 ANSYTPII Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Thus Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply I T22349983 HOMESBYABURTON_MOO Bf)23 Piggyback Base 1 1 I Job Reference (optional) Builders FlrstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MITek Industries, Inc. Tue Jan 5 14:10:41 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-6Hgp5Sa8GtKiCgOu1 N9nVw4XEBbVw5al4j?vs3zyNsy 54-1.8 1-0-0 7-0-8 14-7-0 19-0-0 25-5.0 29-11-4 34-5$ 3 - 2 42.8-12 4732 51-9-8 5 - -0-0 7-2$ 4.5-0 65-0 4$-0 4$< 0-11-4 7-4-0 4-6$ 4-8-6 -0 1.4-0 Scale = 1:98.1 7x10 = 6.00 12 5 5x6 4 7x8 28 3 27 m 2 0 1 4x6 = 26 4x4 = 23 5x6 25 AX12 = 3.00 F12 4x8 11 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 TCDL 15.0 Lumber DOL 1.25 BC 0.84 BCLL 0.0 Rep Stress Incr YES WB 0.97 BCDL 10.0 Code FBC20201TPI2014 Matrix-S LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 2-25: 2x6 SP No.2, 4-25: 2x4 SP No.3, 20-22,12-17: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0, 25=0-7-0 Max Horz 2=-386(LC 10) Max Uplift 2=-224(LC 12), 12=-937(LC 12), 25=-1539(LC 12) Max Grav 2=389(LC 21), 12=2306(LC 18), 25=4041(LC 17) 2x4 11 4x4 = 29 6 30 731 22 5x8 = 6x8 = 6x8 = 6x8 = 8 9 32 33 10 2x4 II 113a35 ' 1213 I Io _ _ 4x6 = 21 PO 5x6 11 3x8 � 36 19 18 16 15 5x6 = 3x6 = 2x4 II 4x6 = DEFL. in (loc) .I/deft Ud PLATES GRIP Vert(LL) -0.26 21-22 >999 240 MT20 244/190 Vert(CT) -0.53 21-22 >869 180 Horz(CT) 0.10 12 n/a n/a Weight: 418 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-5-1 oc bracing. Except: 1 Row at midpt 4-24 WEBS 1 Row at midpt 3-24, 5-23, 5-22, 7-21 JOINTS 1 Brace at Jt(s): 17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=289/756, 3.4=-819/2009, 4-5=-392/360, 5-6=-2242/1321, 6-7=-2242/1322, 7-8=-2448/1480, 8-9=2681/1622, 9-10=-2406/1461, 10-11=2861/1498, 11-12=2828/1297 BOT CHORD 2-26=-618/166, 24-25=-3943/1957, 4-24=-3190/1634, 23-24=-1699/884, 22-23=-55/298, 21-22=-1107/2528,20-21=-1120/2501, 19-20=-822/1976, 18-19=551/1124, 16-18=548/1103,14-17=-932/2225,12-14=-989/2390,14-16=-243/574 WEBS 3-26=-2/451,24-26=-625/174,3-24=-1509/741,4-23=4058/2466,5-23=4842/910, 5-22=1210/2563,6-22=-548/406,7-22=-335/299, 8-21=487/865,9-21=-518/470, 9-20=-1000/515, 10-20=-315/648, 11-17=-411/425, 16-17=4049/554, 17-19=-298/990, 10-17=-340/631 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2E) -1-5-4 to 3-10-2, Interior(1) 3-10-2 to 19-0-0, Exterior(2R) 19-0-0 to 24-3-6, Interior(1) 24-3-6 to 34-5-8, Extedor(2E) 34-5-8 to 35-0-12, Interior(1) 35-4-12 to 42-8-12, Exterior(211) 42-8-12 to 48-0-2, Interior(1) 48-0-2 to 54-2-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer I 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. 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 atjoint(s) 25 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 joints) except (jt=1b) 2=224,12=937,25=1539. %Wili1111111111, NO :• No 34869 ''iErl� n . 1k � 1•.1 Of P��♦ s•0 R I ONA, E��♦� Julius Lee. PE No.34869 IVA USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 39610 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 thus 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 ANS117PIr Quality Criteria, DSB-89 and BCS1 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 T22349984 HOMESBYABURTON—MOOIW4 Piggyback Base 1 1 _ Job Reference (optional) Builders FlrstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:10:43 2021 Page 1 ID:Xa7MoXE41yVMdOuMrggXTuy3Ssr-2fyZW8cOoVaQRzYG9oBFaLAtS_GWOOXJX1 UOwxzyNsw 37-442 54-1-8 r1-0-0 7I41 1a7-0 11.1 L 255-0 29-11� 34-5-8 3— 44-6.12 51.9-9 52.9-0 �' 7-0-8 7.2-0 45-0as-a 1-8-0 7.4-0 7-0-12 1-2.13 1-4-0 Scale = 1:98.1 4x6 3x6 = 7x10 = 2x4 11 4x4 = 6x8 = 4x4 6.00 F12 5 29 6 30 731 8 9 AyA = 6x8 = 6x12 MT20HS = 3.Uu 1 11 3x6 = IT 37-4-12 i 7-4-8 14.3-8 14r�9 19-0-0 i 25•SO 34.5.8 36-2-044$-12 51-9-6 74-0 &11-0 43-0 6S-0 9-0$ 1-8-8 7-0-0 7.0.12 A 1-2.13 Plate Offsets (X,Y)— [3:0-4-0,0-4-8], [5:0-6-0,0-3-8], [10:0-5-4,0-3-0], [14:0-3-8 0-2-8], [17:0-5-8 0-4-12] I20:0-6-00-3-0] [25:0-8-8 0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.20 21-22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.48 21-22 >954 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.09 12 n/a n/a BCDL 10.0 Cade FBC2020(rP12014 Matrix-S Weight: 414 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-25: 2x4 SP No.3, 12-17: 2x4 SP No.1 1 Row at micipt 4-24 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-24, 5-23. 5-22. 7-21 JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size) 2=0-8-0, 12=0-8-0, 25=0-7-0 Max Horz 2=409(LC 10) Max Uplift 2=222(LC 12), 12=-937(LC 12), 25=1541(LC 12) Max Grav 2=463(LC 21), 12=2046(LC 22), 25=3665(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-285/743, 3-4=-814/1833, 4-5=-394l363, 5-6=-2164/1309, 6-7=-2164/1309, 7-8=2241/1457,8-9=-2515/1581,9-10=2656/1690,10-11=-2205/1367, 11-12=-2608/1403 BOT CHORD 2-26=-600/189, 24-25=-3607/1948, 4-24=-2994/1622, 23-24=1567/892, 22-23=-49/267, 21-22=1094/2432, 20-21 =1 154/2455, 19-20=-1248/2564, 18-19=-639/1316, 14-17=-461/879,12-14=-999/2190 WEBS 3-26=0/377, 24-26=-622/190, 3-24=-1318/750, 4-23=-1052/2350, 5-23=1831/904, 5-22�11 645389013263/24296/100, g '&Ju `S 9-21= 469079-20= 428 0 20=-1121/690, 10-19 1117=5 32/492, ,1�0 ....... 14-18=-606l1202, 17-19=-635/1305, 10-17=-446/277 ,��, ; •'\G � lV S+'• ��i NOTES- +� • •: 1) Unbalanced roof live loads have been considered for this design. �'••' 34869 L 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedar(2E) -1-54 to 3-10-2, Interior(1) 3-10-2 to 19-0-0, Exterior(2R) 19-0-0 to 24-3-6, interior(1) 24-3-6 to 34-5-8, Exterior(2E) 34-5-8 to 374-12, Interior(1) 37-4-12 to 44-8-12, Exterior(2R) 44-8-12 to 50-0-2, Interior(1) 50-0-2 to 54-2-12 zone;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 �i� �` Q. •� ��(/�� 0 \. use of this truss component. 4) Provide adequate drainage to prevent water ponding. Q R •. �� S ••' • • • • • • • • `� �� plates5) All n 6) This truss has been diunless otherwise esignedfor a 10.0 psf bottomchordlive load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Julius Lee PE No:34869 will fit between the bottom chord and any other members. MiTek USA;'Ine, FL Cert 6634 8) Bearing at joint(s) 25 considers parallel to grain value using ANSIlrPI 1 angle to grain formula. Building designer should verify 6904 Parke East Blvd. Tampa FL 33610 capacity of bearing surface. Date: 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b) January 5,2021 2=222, 12=937, 25=1541. A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19/2020 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 property 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 MOW 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety lnfomration available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke Fast Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply T22349985 HOMESBYABURTON_MO0JRF)25 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 a Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:10:44 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-WsVyjUdOZoiH377T WiU7Zi1 ROc?7TsTmhDZSOzyNsv 54-1-8 �14-0 74-8 14-7-0 19-0-0 25-5-0 29-11.4 34.5-6 96-2: T2 12 48-8-12 51-9-8 52-M i4 7 "08-4 1 8 8 3 z-13 7-0-0 5-0-12 1--0-b 14-0 Scale=1:98.1 6x8 = 2x4 II 4x4 = 6.00 12 6x8 = 4x4 5 29 6 30 731 8 9 1 5x6 6xB = 6x8 = 4 10 1 7x8 i J I 33 � 26 3 12 13 ,o JI j� jm o 22 17 14 1 27 5x8 = x 4x6 = 4 23 q rSq 1 2 5x6 1 3x8'� 20 19 18 1 15 al 5x12 = 3.00 12 5x8 = 5x6 = 2X4 II 3x4 = = - 4x6 26 25 3x6 = 6x12 MT20HS = 74-8 14-3-8 14 -0 19-0-0 25-5-0 34-5.8 6-2 394-12 46-8-12 51-9-8 5 -9 8 74-8 6-11-0 0• 4-5-0 6-5-0 9-0-8 1-8-8 3-2-13 74-0 5-0-12 -0 Plate Offsets (X,Y)-[3:0-4-0,0-4-8],[5:0-6-0,0-3-0],[10:0-5-4,0-3-0],[14:0-2-0,0-0-8],[16:0-0-8,0-1-8] [17:0-6-0,05-41,[20:0-6-0 0-3-0] [25:0-8-8,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.21 21-22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.51 21-22 >897 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.13 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 397 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins. BOT CHORD 2x4 SP No.2 `Except BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-25: 2x4 SP No.3 1 Row at midpt 4-24 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-24, 5-23, 5-22, 7-21, 17-19 17-19: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size) 2=0-8-0, 12=0-8-0, 25=0-7-0 Max Horz 2=-409(LC 10) Max Uplift 2=-235(LC 22), 12=-922(LC 12), 25=-1598(LC 12) Max Grav 2=397(LC 21), 12=2007(LC 22), 25=381 O(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-394/964, 34=-971/2148, 4-5=-256/269, 5-6=-1951/1187, 6-7=-1951/1188, 7-8=-2142/1388, 8-9=-2384/1488, 9-10=2594/1573, 10-11=-2925/1680, 11-12=-3439/1806 BOT CHORD 2-26=-794/230, 24-25=3752/2013, 4-24=-3112/1674, 23-24=-1856/1029, 21-22=-1001/2282, 20-21 =-1 071/2345, 19-20=-1415/2851, 14-17=-1304/2743, 12-14=-1369/2892 WEBS 3-26=-19/414, 24-26=821/223, 3-24=-1395/795, 4-23=-1101/2463, 5-23=-1918/942, 5-22=-1175/2462, 6-22=-5461404,7-22=-405/345,7-21=-343/91, 8-21=-415/696, 9-21=-453/441, 9-20=-355/347, 10-20=-1152/718, 10-19=711/456, 11-17=-430/1031, 17-19=-1390/2788 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2J Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 3-10-2, Interior(1) 3-10-2 to 19-0-0, Extedor(2R) 19-0-0 to 24-3-6, Interior(1) 24-3-6 to 34-5-8, Exterior(2E) 34-5-8 to 394-12, Interior(1) 394-12 to 46-8-12, Exterior(21R) 46-8-12 to 52-0-2, Interior(1) 52-0-2 to 54-2-12 zone;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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.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) Bearing at joint(s) 25 considers parallel to grain value using ANSI/rP1 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 34869 ••*� •�M.. �0RraO• �ONAL.E t11111111,4 ��` Julius Lee PE Not34869 MiTek USA, Inc. FL Geri 6634, 6904.Parke.EastBlvd. Tampa FL 33610 Date: January 5,2021 --2=235-12=922; 25=1598--- - --- — -- ® 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 andfor 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?Plf 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 T22349986 HOMESBYABURTON MOOgRf1?6 Piggyback Base 1 1 Job Reference (optional) tiumers mrstb"ource (JacKsonvme, r-L), JaCKSonvnle, t-L - 32244, d.43U s Nov 3U Zulu MI I eK mausuies, Inc. i us, Jan o Iv: w:vo cuc i raya r I D:Xa7 MoXE4iyVMdOuMrggXTuy3Ssr-TEdi8AeH4Qyd IRH rgxlyC_oP?CHcbN I mD?igXGzyNst 44.11-0 54-1-s ,1-4-0 6-54i 12-&11 �4-0.0 19-0-0 26-8.12 345-8 40-9.8 41r 2 + 48-8-12 �51-9-8_ Ir-0-0'6.3-5 1-7-5 4-sA 7-s-12 7-8-12 8-0-0 0-7 3-64 3-9-12 3-0-12 1-04 1.4.0 Scale = 1:98.1 6x8 = 2x4 II 7x10 = 6.00 12 5 32 6 33 34 7 35 5x6 i 3x6 II 4 6x8 = 4x4 = 6x8 = 8 10 7x6 31 1 12133IR r 30 _4x6 = o 219 16 16 15 0 27 37 38 25 39 0 21 4x12 = = 4x6 = 29 28 26 24 23 4x6 111 2x4 11 US 5x6 — 5x6 — 3x8 —_ 10x16 MT20HS = 6x8 = 3x6 = 3x4 11 6-5-6 14-4-0 19-0-0 26-8-12 34-5-1 40.943 44.11-0 M& -12 51-9$ 52-9,8 6.5.6 7-10-10 4-8-0 7.8-12 7-8-12 6-4-0 4-1-8 3-9-12 3-0-12 -0 Plate Offsets (X,Y)— [3:0.4-0,0-4-8], [5:0-5-4,0-3-0], [7:0-6-0,0-3-8], [14:0-3-0,0-0-8], [17:0-2-0,0-2-8], [23:0-3-8,0-1-81, [28:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.23 23-24 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.40 23-24 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.06 12 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-S Weight: 415 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. Except: 12-17: 2x4 SP No.1 10-0-0 oc bracing: 20-22 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-26, 5-24, 6-24. 7-24, 7-23, 4-28, 3-28, 4-26, 7-20 JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size) 2=0-8-0, 12=0-8-0, 28=0-8-0 Max Horz 2=-409(LC 10) Max Uplift 2=-232(LC 12), 12=-943(LC 12), 28=1523(LC 12) Max Grav 2=574(LC 21), 12=2321(LC 18), 28=3993(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-395/457, 3-4=-498/1324, 4-5=-538/459, 5-6=-1583/1024, 6-7=1583/1025, 7-8=-4175/2180, 8-9=-3959/1989, 9-10=-3020/1595, 10-11=-2429/1200, 11-12=2831/1311 BOT CHORD 2-29=-353/351, 28-29=-355/349, 26-28=1029/585, 24-26=0/367, 23-24=-754/1903, 19-20=-1695/3758. 18-19=-457/900, 16-18=-454/880, 14-17=918/2268, 12-14=-965/2389, 8-20=-607/579, 14-16=304/645 WEBS 3-29=0/310, 5-26=-1692/884, 5-24=-927/1966, 6-24=-799/525, 7-24=-707/317, 7-23=-420/284, 11-17=39411038, 4-28=-3263/1679, 3-28=-1209/577, 4-26=-1013/2335, 17-19=1013/2336, 10-17=-682/455, 9-19=-1226/591, 9-20=775/470, 20-23=769/1917, 7-20=1370/2688, 16-17=950/510 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=I6ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 3-10-2, Interior(1) 3-10-2 to 19-0-0, Exterior(2R) 19-0-0 to 243-6, Interior(1) 24-3-6 to 34-5-8, Extedor(2R) 34-5-8 to 39-8-14, Interior(1) 39-8-14 to 48-8-12, Exterior(2E) 48-8-12 to 54-2-12 zone;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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=232, 12=943, 28=1523. ,`�� VLIUS •�FF�i��i .` • G�ENS'• �. 34869 Julius Lee PE No.34869 MTek USA, Inc. FL Cerf6634 6904 Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5I19/2020 BEFORE USE. Design valid for use only with MUM) 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 property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing WOW 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 ANS117PH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349987 HOMESBYABURTON_MOO BFP7 Piggyback Base Girder 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MITek Industries, Inc. Tue Jan 514:10.48 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-PdlSzrgXcl gYkRExLnQHPtft.7zO3GE2hJBnb9zyNsr 54.1.8 1 7-1-12 14-3.8 19-0-0 26-8-12 34-5-8 37-7.8 11-9.8 % 12 46-5-9 50-8-12 52.9-8 1 7-1-127-8-123-2-0 3-2-0 2-7-0 3b12 4-3-4 2-0-12 1.4-0 Scale = 1:101.3 6.00 12 2x4 II 5 31 6 32 7 46 = 30 29 ze 3o 27 3o zb 25 3r 24 23 22 zi .�.�....�_.._ 4x8 2x4 It -- 3x6 = 3x6 = 3x6 8x10 = 3x4 II = = 30 It 7-1-12 14-3-8 1 -0 19-0-0 26 8-12 34 5 8 37-7-8 40-9 8 3 4-12 46-5 8 50-8-12 2-9 8 7-1-12 7-1-12 0 8 4-8-0 7-8-12 7-8.12 3-2-0 3-2-0 2-7-4 3.0-12 4-3-0 -0-12 Plate Offsets (X,Y)— [3:0-4-0,0-4-8], [5:0-5-8,0-3-0], [7:0-5-4,0-3-0], [8:0-3-1,0-2-0], [10:0-7-4,0-3-8], [12:0-6-8,0-3-8], [16:0-6-O,Edge], [19:0-3-8,0-3-0], [20:0-2-4,Edge], LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Udefi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.40 21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.71 21 >647 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.09 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S I Weight: 412 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-5 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-8-9 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 20-22, 16A8 4-27,16-19,10-16: 2x4 SP No.2, 12-16: 2x4 SP No.1 WEBS 1 Row at midpt 4-27, 8-24, 8-23, 3-29, 6-25, 5-25, 7-25 2 Rows at 1/3 pts 5-27, 4-29 ` REACTIONS. (size) 2=0-8-0, 13=0-8-0, 29=0-8-0 Max Horz 2=410(LC 6) Max Uplift 2=-602(LC 18), 13=-955(LC 8), 29=-1866(LC 8) Max Grav 2=219(LC 24). 13=2161(LC 37), 29=4798(LC 36) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-653/1713, 3-4=910/2576, 4-5=-85/566, 5-6=1008/652, 6-7=1008/652, 7-8=-1801/854,8-9=-3430/1437,9-10=-3472/1359,10-11=-7462/2862,11-12=-7685/2941, 12-13=-3497/1315 BOT CHORD 2-30=-1549/477, 29-30=-1552/476, 27-29=-2296/952, 25-27=-583/353, 24-25=-424/1486, 23-24=-595/1830, 19-20=-1416/3892, 15-16=-988/2884, 13-15=-980/2849 WEBS 4-27=-1105/3152, 5-27=-2359/959, 7-24=-387/1143, B-24=-949/462, 8-23=1208/420, 10-1 9=-2752/1058,12-16=-188514923, 12-15=-64/281, 4-29=-4004/1645, 3-30=0/308, 3-29=-1215/537, 6-25=-799/459, 5-25=-885/2296, 7-25=-10121358, 20-23=-701/2161, 8-20=-1048/2766,10-20=-1289/548,16-19=-164714554,10-16=-1495/4004 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. - II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) All plates are MT20 plates unless otherwise indicated. 6) All plates are 6x8 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.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 = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=602,13=955,29=1866. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 109 lb down and 84 lb up at 46-8-0, and 95 lb down and 42 lb up at 48-8-0, and 95 lb down and 54 lb up at 50-8-12 on top chord, and 13 lb down at 46-5-8, and 13 lb down at 48-8-0, and 133 lb down and 101 lb up at 50-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® 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 property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricator, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ,��11111b1 I,I��' ,,��JL1U S LE�•,i��i %` DENS' N 34869 n •• 1 ID �IFs .0R�. C '111 O N A, � 00- Julius'Lee PE No.34869 MITek USA, Inc: FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 wt MITek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349987 HOMESBYABURTON_MOO ii W7 Piggyback Base Girder 1 1 Job Reference (optional) tsunaers First-jource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:10:48 2021 page 2 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-PdISZrgXcl CjYkRExLnQHPtfL?zO3GE2hJBnb9zyN sr LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-90, 5-7=-90, 7-10=-90, 10-12=-90, 12-14=-90, 2-22=-20, 21-22=-20, 18-20=-20, 17-18=-20, 13-16=-20 Concentrated Loads (Ib) Vert:15=9(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing Mel( 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 ANSIyrPI! quality Criteria, DS949 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 206DII Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349988 HOMESBYABURTON_MOOgRFR8 Piggyback Base 1 1 LJob Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244. 8A s Nov 30 2020 MTek Industries, Inc. Tue Jan 514:10:50 2021 Page 1 ID:Xa7MoXE4iyV MdOuMrggXTuy3Ssr-L7tD_Xh n8eSRn2bc3mpu Mgy29phlXAiLBdgug2zyNsp 1-0 p 6-5 6 12 8 11 �4-0 D 19 0 0 26 8-12 34-5 8 40-9 B 46 6 5 52-8-12 t-4-d 6-5-6 8-3-5 i-715 4-8-0 7-8-12 7-8-12 6� -4-0 — 5-8-13 6-2-7 6x8 = I 2x4 11 6.00 12 5 25 26 6 27 28 7x10 = 29 2x4 II 3x6 = 6x8 = 7x10 = 3x6 = 3x4 11 6x8 = 26-8-12 N VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). Scale = 1:100.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.43 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.78 12-13 >587 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(CT) 0.28 22 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-S Weight: 390 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 11-13: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-9-11 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 13-15 10-22: 2x6 SP No.2, 9-11,4-18: 2x4 SP No.2 WEBS 1 Row at midpt 5-17, 6-17, 7-17, 7-16, 3-20, 4-18, 7-13, 9-13 2 Rows at 1/3 pts 5-18, 9-11, 4-20 REACTIONS. (size) 2=0-8-0, 20=0-8-0, 22=0-5-8 Max Horz 2=-398(LC 10) Max Uplift 2=-563(LC 22), 20=-1904(LC 12). 22=-1457(LC 12) Max Grav 2=217(LC 10), 20=4688(LC 37), 22=2688(LC 38) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-765/1574, 3-4=-1103/2381, 4-5=-69/468, 5-6=-1143/844, 6-7=1143/845, 7-8=-3949/2052, 8-9=-3861/1788, 9-10=-449/257, 11-22=-2688/1568, 10-11=-1079/826 BOT CHORD 2-21 =-1 344/538, 20-21 =-1 348/537, 18-20=-2156/1095, 17-18=-495/356, 16-17=-634/1607, 12-13=-2967/6387, 11-12=-2959/6400, 8-13=-719/569 WEBS 3-21=0/310, 5-18=-2316/1186, 5-17=1087/2315, 6-17=-803/530, 7-17=1046/475, 7-16=-334/246, 9-11=-6179/2798, 4-20=-3934/2050, 3-20=-12681610. 4-18=-1375/3081. 13-16=-651/1637,7-13=-1428/2820,9-13=-310911505 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2E) -1-5-4 to 3-10-1, Interior(1) 3-10-1 to 19-0-0, Exterior(2R) 19-0-0 to 24-3-4, Interior(1) 24-3-4 to 34-5-8, Exterior(2R) 34-5.8 to 39-8-12, Interior(1) 39-8-12 to 52-6-0 zone;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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.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 = IO.Opsf. 8) Bearing at joint(s) 22 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=563,20=1904,22=1457. N 34869 )I,11 r •0 R 'i �• �� , hell 11110'4'� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke EasCBlvd. Tampa FL 33610 Date January 5,2021 -Continued-onpage2------ ------ --- ---------- ---- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® 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 property 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 WOW 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 ANSVTPI1 Qualify Criterra, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply I T22349988 HOMESBYABURTON_M00 JRf)28 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244. 8.430 s Nov130 2020 MiTek Industries, Inc. Tue Jan 514:10:50 2021 Page 2 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-L?tD_Xhn8eSRn2bc3mpuMgy29phIXAiL8dgug2zyNsp NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 64 lb up at 46-6-5, 259 lb down and 253 lb up at 48-8-0, 259 lb down and 253 Ib up at 50-8-0, and 261 lb down and 244 lb up at 51-8-7, and 331 lb down and 349 lb up at 52-M 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: 1-5=-90, 5-7=-90, 7-9=-90, 9-10=-90, 2-15=-20, 14-15=20, 11-13=-20 Concentrated Loads (lb) Vert: 9=-22 10=-292 30=-203 31=-203 32=-240 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 MTek® 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/7PH Quality Criteria, DSB-69 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 Joh Truss Truss Type Qty Ply T22349989 HOMESBYABURTON_MOO W9 Piggyback Base 1 1 Job Reference (optional) t iumers mrst,;ource tJacKsonvme, t-Lj, JacKsonvtile, I-L - 32244, ,140 6-5-6 12-8-11 144-0 19-0-0 6.00 12 6.431.1 S NOV 30 2020 MITeK Industries, Inc. TUB Jan 5 14:1U:5Z ZUZ1 Page 1 6x8 = 2x4 II 6x8 = 5 24 6 25 7 4-8-0 7-10-1 Scale=1:93.3 4x6 = 21 20 1B C° 18 49 11 16 3u 15 31 14 13 12 6x8 = 2x4 II 3x6 = 5x6 = 5x8 = 3x6 = 6x8 = 2x4 II 6x8 = 3x6 = 6-5-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IDc) I/defi Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.22 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.26 BC 0.99 Vert(CT) -0.43 12-13 >999 180 BCLL 0.0 Rep Stress incr YES WB 0.90 Horz(CT) 0.12 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight; 377 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-18. 5-16, 6-16, 7-16, 4-20, 3-20, 4-18, SLIDER Right 2x4 SP No.3 -t 3-2-2 8-15, 9-13 REACTIONS. (size) 2=0-8-0, 11=Mechanical, 20=0-8-0 Max Horz 2=485(LC 11) Max Uplift 2=-334(LC 12), 11=-833(LC 12), 20=-1402(LC 12) Max Grav 2=654(LC 21), 11=2307(LC 18), 20=3829(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-564/205, 3-4=-210/1074, 4-5=-769/598, 5-6=-1799/1115, 6-7=-1799/1115, 7-8=-2561/1344,8-9=-3209/145B,9-11=-4033/1676 BOT CHORD 2-21=-301/502, 20-21 =-301/502,18-20=-834/530, 16-18=0/563, 15-16=-614/2035, 13-15=960/2660, 12-13=-1330/3367, 11-12=-132913370 WEBS 5-18=15971734, 5-16=-868/1981, 6-16=-803/538, 7-16=-691/244, 7-15=502/1237, 4-20=3106/1446, 3-21=0/309, 3-20=-1200/577, 4-18=834/2218, 8-13=-144/550, 8-15=-11711642, 9-12=0/295, 9-13=-769/456 ,1111111/�� NOTES- ♦♦♦♦,U`iUS• �� 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; B=45ft; L=53ft; eave=6ft; Cat. ♦♦♦ .•' '��C E.N S�`'•• 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 3-10-2, Interior(1) 3-10-2 to 19-0-0, Exterior(2R) �� ; .' '. 19-0-0 to 26-8-12, Interior(1) 26-8-12 to 34-5-8, Exterior(211) 34-5-8 to 41-11-1, Interior(1) 41-11-1 to 52-9-8 zone;C-C for members No 34869 •� and forces 8r MWFRS for reactions shown; LumberDOL=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. 0 �� 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. �i �• �` P _ +� • Q R I�.•' 7) Refer to girder(s) for truss to truss connections. �� ♦♦�♦ s ......... 8) Provid connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)2=334, 5lle NIA ♦♦♦ 1mechan OI oll Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL33610 Data: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 properlydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSU7PH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inrormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349990 HOMESBYABURTON_MOO 30 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:10:54 2021 Page 1 ID:Xa7MoXE4iyV MdOuMrggXTuy3Ssr-En6kgvklCtzsGfu OlcugXg7msQO2TOBx3 Fe5ppzyNsl 1-0 6.5-0 1243-0 19-0-0 265-12 34-58 40-9-7 47- -8 52-11 -4.0 fi-5-0 8.3-0 6.4-0 7-8-12 7-8.12 6-3.15 6.3-1 6x8 = 6.00 12 2x4 11 6x8 = 26 6 27 7 Scale = 1:93.3 4x6 = 23 21 au 18 ar 11 16 04 15 031ff 13 12 6x8 = 22 20 19 2x4 11 3x6 — 4x6 = 5x8 = 3x6 = 3x6 = 2x4 11 6x8 = 3x6 = 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Weft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.22 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.38 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.12 11 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-S Weight: 371 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-21, 4-18, 5-18, 5-16, 6-16, 7-16, 8-16 SLIDER Right 2x4 SP No.3 -t 3-1-15 REACTIONS. All bearings 0-3-8 except cat=length) 2=0-8-0, 21=4-0-0, 11=Mechanical. (lb) - Max Horz 2=485(LC 11) Max Uplift All uplift 100 lb or less at joints) 19 except 2=-299(LC 12), 21=1397(1_C 12), 11=-880(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 22, 19 except 2=552(LC 21), 21=3556(LC 17), 11=2422(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-313/360, 3-4=-212/1073, 4-5=-1223f771, 5-6=-2092/1257, 6-7=-2092/1257, 7-8=-2810/1419, 8-9=-3583/1633, 9-11 =-4199/1758 BOT CHORD 2-23=-363/339, 22-23=-3651337, 21-22=-365/337, 19-21=-862/506, 18-19=-862/506, 16-18=114/982,15-16=-720/2255,13-15=-1157/3059,12-13=-1386/3496, 11-12=1385/3499 WEBS 3-21=948/456,4-21=-3097/1444,4-18=-883/2307,5-18=-13971671,5-16=-791/1830, 6-16=-790/519, 7-16=-575/186, 7-15=401/1125, 8-15=-1161/626, 8-13=120/488, 9-13=497/325 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5.4 to 3-10-2, interior(1) 3-10-2 to 19-0-0, Exterior(2R) 19-0-0 to 26-8-12, Interior(1) 26-8-12 to 34-5-8, Extedor(2R) 34-5-8 to 41-11-1, Interior(1) 41-11-1 to 52-9-8 zone;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. 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 = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except Qt=lb) 2=299, 21=1397, 11=880. 01 lus �f Jt •` .. I. ;gyp E N SF•• No 34869 + . 0 (J • 4• 00 • l p R.1 E%�``� Julius. Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 andfor 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/TPl1 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 T22349991 HOMESBYABURTON_MOO Wi Hip 1 1 Job Reference (optional) tlUllders FlrstSource (Jacksonville, FL), Jacksonville, t•L- 3'LZ44, V'43U s NOm JU ZULU MI I eK Inoustrles, Inc. r ue Jan o iq: w:uo a r rags r ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-izg61ElwzBSjtpTasKP33tK ogOgCS 4lvOfLFzyNsk 1-4 5-7-0 11-0-0 19-0-0 268-12 34-5.8 42-5-7 47-11)•8 52-9-8 -0- 5-7-0 5.5-0 8-0-0 7-8-12 7-8-12 7-11-15 5-5-1 47 1-0 a 6x8 = 2x4 II 6.00 FT2 5 24 6 25 6x8 = 7 26 Scale = 1:92.8 4x6 = 21 20 is 18 Za it 16 za 15 14 au 13 12 6x8 = 2x4 II 6x8 = 3x6 = 4x6 = 5x8 = 3x6 = Sx6 we = 3x6 = 2x4 II 3x6 = 34-5-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.59 BC 0.78 WB 0.91 Matrix-S DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud -0.22 13-15 >999 240 -0.42 13-15 >999 180 0.12 11 We n/a PLATES GRIP MT20 244/190 Weight: 367 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 5-2-13 oc bracing. 17-19: 2x4 SP No.2 WEBS 1 Row at midpt 4-20, 4-18, 5-18, 5-16, 6-16, 7-16, 8-15 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 -t 2-8-6 REACTIONS. (size) 2=0-8-0, 20=0-8-0, 11=Mechanical Max Horz 2=485(LC 11) Max Uplift 2=-268(LC 12), 20=-1373(LC 12), 11=-928(LC 12) Max Gram 2=484(LC 21), 20=3792(LC 17), 11=2548(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-209/373, 3-4=-201/983, 4-5=-1753/968, 5-6=-2419/1404, 6-7=2419/1405, 7-8=-3103/1514, 8-9=-4033/1805, 9-11=-4395/1851 BOT CHORD 2-21=-068/282, 20-21=-370/280, 18-20=787/440, 16-18=-318/1465, 15-16=-831/2500, 13-15=-1372/3504, 12-13=-1465/3649, 11-12=1464/3651 WEBS 3-20=729/336,4-20=3147/1489,4-18=-920/2431,5-18=-11231573,5-16=-708/1640, 6-16=-774/496, 7-16=-444/129, 7-15=-330/1046, 8-15=-1240/663, 8-13=-44/367 ,',II NOTES- ,��, J 1;` .... `• F E N.S .•% 1) Unbalanced roof live loads have been considered for this design. `,� •,.\,�G 2) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. NA 34869 II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-54 to 3-10-2, Interjor(1) 3-10-2 to 19-0-0, Exterior(21R) 19-0-0 to 26-8-12, Interior(1) 26-8-12 to 34-5-8, Exterior(21R) 34-5-8 to 41-11-1, Interior(1) 41-11-1 to 52-9-8 zone;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. . w 4) Provide adequate drainage to prevent water ponding. i ••• 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,(� Q. •� �1�,� 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 0R Q • • will fit between the bottom chord and any other members, with BCDL = I O.Opsf. Refer to truss to trussb SS' • ....... \ �,, '�� Al E 1111 8) Provide mlechanicalrconnectiooothers) of truss to bearing late capable of withstanding 100 lb uplift at'oint s except t-lb (Y ) 9P P 9 P 1 () P il- ) 2=268, 20=1373, 11=928. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MI rek® 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 Mew 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 ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349992 HOMESBYABURTON_MOO EF)i2 Hip 1 1 I Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:10:56 2021 Page 1 I D:Xa7MoXE4 iyVMdOuM rggXTuy3Ssr-A9EU EamYkUDaVz2mP 1 wlc5C4vEjpxu CE WZ7CthzyNsj ,14-p 6-8.8 11-0-0 13-2-15, 17-0.0 25-5-0 31-0-12 36.5-8 44-7-8 t8Q 9-8 i4-d 61-8 43V 2-2.15 3-9-1 8-5-0 5 7-12 54-12 8-2-0 8-2-0 6.00 12 6x8 = 3x4 11 7x8 = 5 28 29 6 30 317 6x8 = 8 32 Scale = 1:94.5 4x6 = 25 24 22 L1 5x6 — da 16 15 Jb 14 TJ 12 6x8 = 47 _ 3x6 = 3x6 110-3-0 0-xg _— 7x8 = 5x6 WB 2x4 II 5x8 = 3x4 11 3x6 3x4 II 3x4 11 5-7-0 I9 Ig LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.69 BC 0.85 WB 0.98 Matrix-S DEFL. in (lac) I/defi Ud Vert(LL) -0.29 18-19 >999 240 Vert(CT) -0.64 18-19 >923 180 Horz(CT) 0.12 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 383 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-3 cc purlins. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 5-1-11 cc bracing. Except: 13-17,11-13: 2x4 SP No.1 1 Row at midpt 6-18 WEBS 2x4 SP No.3 *Except* 10-0-0 cc bracing: 16-18 4-19: 2x4 SP No.2 WEBS 1 Row at midpt 5-19. 4-24, 5-18, 4-19, 9-14, 7-15 OTHERS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 -t 4-6-2 REACTIONS. (size) 2=0-8-0, 11=Mechanical, 24=0-8-0 Max Horz 2=436(LC 11) Max Uplift 2=-269(LC 12), 11=-927(LC 12), 24=-1368(LC 12) Max Grant 2=41 O(LC 21), 11=2491(LC 18). 24=3818(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-90/560, 34=-287/1233, 4-5=1518/852, 5-6=-2822/1548, 6-7=-2806/1542, 7-8=-2815/1538,8-9=-3255/1566,9A1=-4268/1851 BOT CHORD 2-25=-466/199, 20-23=865/503, 19-20=-10511576, 18-19=-251/1285, 14-15=-943/2662, 12-14=1470/3593, 11-12=-1469/3595, 6-18=-730/496 WEBS 943/2118, -25-012/255?815=-183//220, 3-2 =- 122=013 5, 9--14= 104412675, 90942609 ,,�`,`,Jv`,us•• .` '•�G E N S NOTES- `� V F•••;• ♦= 1) Unbalanced roof live loads have been considered for this design. 34869 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. - II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-54 to 3-10-2, Interior(1) 3-10-2 to 17-0-0, Exterior(2R) 17-0-0 to 24-5-9, Interior(1) 24-5-9 to 36-5-8, Exterior(2R) 36-5-8 to 43-11-1, Interior(1) 43-11-1 to 52-9-8 zone;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 0 •. to the use of this truss component. 4) Provide drainage to ♦ ,(� Q` �e = .�� ♦♦♦ Q �. adequate prevent water ponding. R ��,�� i �' •G 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 beenr a live loado chordin all areas where a rectangle 3-6-0 tall by 2-0-0 wide will between the bottoms hard other members, with BCDL 0 7) Refer to girder(s) for truss to truss connections. Julius Lee PE No.34869 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA, Inc. FL Cert 6634 2=269,11=927, 24=1368. 6904 Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE Mll-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 andfor chord members only. Additional temporary and permanent bracing Mew 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 ANSM11 Quality Criteria, DS849 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 722349993 HOMESBYABURTON M00 If2FP3 Attic 1 1 Job Reference (optional) Builders First50uroe (Jacksonville, FL), Jacksonville, FL - 32244, 8A30 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:10:58 2021 Page 2 NOTES- ID:Xa7MoXE4iyVMdOuMrggXTuy3Ss16YMEfGnoG6TIkHC9XSzmhWHQT1 RAPnLX_tcJyazyNsh ' 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). 28-31, 30-31, 29-30; Wall dead load (5.0psf) on member(s).17-28, 15-29 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-17 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except at=lb) 2=250, 13=778, 26=1289. 13) NOTE: DUE TO THE OVERALL LENGTH TO DEPTH RATIO OF THE ROOM, THE FLOOR MAY EXHIBIT OBJECTIONABLE VIBRATION AND OR BOUNCE. BUILDING DESIGNER TO CONSIDER PROVIDING MEANS TO DAMPEN THESE EFFECTS. TRUSS DESIGN SHALL BE REVIEWED AND APPROVED PRIOR TO MANUFACTURING. 14) Attic room checked for U360 deflection. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. • Design valid for use only with Mi rekO 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 andfor chord members only. Additional temporary and permanent bracing WOW 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 ANSbrPI f Quality Criteria, DSB•89 and BCSI Building Component 69D4 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 T22349994 HOMESBYABURTON_MOO BFjs4 Attic 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:11:00 2021 Page 1 ID:Xa7MoXE41yVMdOuMrggXTuy3Ssr-2xT?4yp3nBO_aLXet?EmxNIHr4UtiggRA5Q1 SzyNsf 42.9-a r1.4-Q 610.12 11-" 13-0-01&S12 25-5-0 29-10-0 35-1-14 352-12 40.6-a 40,11-0 45.9-10 52-9-8 h-0-0' 6-10-72 4-1-4 2.0-0 + 8-5-12 111-4 4.5-0 5-3-10 14 5-2-12 0-5-12 4�0-2 { 5.11-14 1 1-10-4 Scale=1:94.5 6.00 12 7x8 = 2x4 II 2x4 11 7xB = 4x8 = 2x4 11 7x8 = 7x8 5- 536 6 37 38 7 39 8 40 9 41 10 11 4x4 � 4x6 = 30 29 2625 6x8 — 20 19 18 17 16 15 7x8 = 3x6 = 3x6 I Pike 3%4 11 6x8 = 4x10 MT20HS = 4x4 = 2x4 11 5x6 = 6x8 = 7x8 = 5x8 = 7x14 MT20HS I I 13-2-15 E10.12 11-0-0 13-041 195-12 25-5-0 29-10-0 40-11-4 42-9-9 0 9-10 52-9-9 610.12 4.1-4 2-0-0 rr 6-2-13 5-11-0 45-0 11-1-0 1-10-0 4-0.2 5-11-14 0-2-15 Plate Offsets (X,Y)— [3:04-0,0-4-8], [5:0-6-0,0-34], [7:04-0,04-8], [14:0-0-0,0-3-2], [17:0-3-8,04-12], [19:0-3-8,0-3-0], [22:0-5-12,0.4-8], [23:0-3-0,0-3-0], [24:0-1-12,0-2-0], [27:0-7-0,0-1-12],[28:0-5-8,0-3-0] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Ildefi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.38 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.66 17-19 >753 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.08 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Attic -0.22 17-19 607 360 Weight: 418 lb FT = 20°% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-5-8 oc bracing. Except: 18-21,14-18: 2x6 SP M 26 34-0 oc bracing: 24-27 WEBS 2x4 SP No.3 *Except* 6-0-0 oc bracing: 20-22 4-24,5-23,7-23,19-22: 2x4 SP No.2 WEBS 1 Row at midpt 5-24, 5-23, 7-23 WEDGE 2 Rows at 1/3 pts 4-29 Right: 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 33 REACTIONS. (size) 14=Mechanical, 2=0-8-0, 29=0-8-0 Max Horz 2=338(LC 11) Max Uplift 14=-744(LC 12), 2=-617(LC 23), 29=-1488(LC 12) Max Grav 14=2550(LC 19). 29=4395(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-439/1896, 3-4=704/2717, 4-5=-124/1250, 5-6=-1815/901, 6-7=-1815/902, 7-8=-3575/1381, 8-9=4154/1702, 9-10=-4155/1701, 10-11=422011507, 11-12=-4149/1382, 12-13=-4171/1435, 13-14=-4600/1531 BOT CHORD 2-30=1525/498, 29-30=-661/237, 26-29=-639/230, 27-28=-17331711, 24-27=-2375/940, 23-24=-1 184/539,22-23=-920/3425, 17-19=-874/3638, 16-17=-962/3556, 15-16=-1212/386B, 14-15=-1212/3868, 7-22=-213/1232, 26-27=-286/126 WEBS 19-31=-647/408, 8-31=-576/416, 17-32=207/1022, 11-32=-1270/363, 32-33=-594/171, 28-29=4012/1588, 4-28=-3698/1374, 4-24=-1064/3012, 5-24=-2905/1098, 3-30=19/336, 28-30=-921/271, 3-28=-994/559, 6-23=639/443, 5-23=-1254/3381, 7-23=-2361/706, 19-22=-803/3608,8-22=-448/31, 10-32=-491/1681, 9-33=-467/324, 8-33=-379/542, 10-33=-557/1241, 12-16=-589/62, 13-16=-414/343, 12-17=-1441755 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-54 to 3-10-2, Interior(1) 3-10-2 to 13-0-0, Extedor(2R) 13-0-0 to 20-5-9, Interior(1) 20-5-9 to 40-5-8, Exterior(2R) 40-5-8 to 47-11-1, Interior(1) 47-11-1 to 52-8-0 zone;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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.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. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with M7ek® 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 bung of individual truss web andfor chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS107P11 Quality Criteria, DSO-89 and SCSI Building Component Safety tnlormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ,,,%%%��LIU ........ �I � CEN • 34869 � a ��i�F O R � � • C?� �� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: wt MiTek° 6904 Parke East Blvd. Tampa, FL 36610 January 5,2021 Job Truss Truss Type Qty Ply T22349993 HOMESBYABURTON_MOOf1Bfp3 Attic 1 1 _ Job Reference_(optioneq_ nuacers I-irsiziource (daCKsonvnie, t-L), .lacKsonvine, rL - 32244, 8.43U s Nov 3U 2U2D Mtl eK Industries, Inc. I ue Jan b 14:11):bts zuzl rage i ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-6YMEfGnoGBTIkHC9XSzmhWHQT1 RAPnLX_tcJyazyNsh ,1-a-o, 7-0-4 11-D-o 13-z-is 1s-oo zo-s-sz xs•s-o z9-toa 34-1-0 3a-ti�sa 3as-s aa1t� as-s•10 sz-s-e 5-4-0' 7-od 3 11-1z 2-z•16 1 9-1 &&1z 411 4 asa a z-1z o-01a a 310 2 siz + sto e s tt-la ' Scale=1:97.2 6x8 = 6.00 12 3x4 II 7x8 = Bx14 MT20HS 2x4 II 4x6 = 5 6 34 7 35 8 36 9 3710 2x4 II 5x6 11 7x8 4 7x8 333 28 31 30 29 3812 2x4 a 5x8 = 2x4 11 3x6 = 39 0 32 Z 10-9.8 13 2 .— 1 2 2^ Io 1 0 00 2321 40 41 4x6 = 27 26 0- 18 17 16 15 14 7x8 5x8 = 3x6 = 3x6 17x10 —_ 7x10 = 4x10 MT20HS = 2x4 11 8x14 MT20HS 11 3x4 = 3x4 II 6x8 = 3x4 I I 5x6 = 70 01&-90.-10 , 40-11-4 46910 5-2.196 -2-1is5 3-02 22-10-s11 ash-4 11.1-0 5106114 Plate Offsets (X,Y)— [3:0-4-0,0-4-8), [4:0-2-12,0-2-0j, [8:0-4-0,0-4-8j, [10:0-9-4,0-3-12j, [12:0-4-0,0-4-8), [13:0-0-0,0-3-2j, [13:0-4-4,Edge], [15:0-3-8,0-4-8), [17:0-3-8,0-4-4), [20:04-0,Edge], [21:0-3-0,0-2-0], [22:0-0-8,0-1-8]1 [25:0-5-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.47 20-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.82 20-21 >609 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.10 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Attic -0.25 15-17 525 360 Weight: 407 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc pudins. 10-12: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-2-9 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 6-0-0 oc bracing: 18-20 20-25: 2x4 SP M 31, 16-19,13-16: 2x6 SP M 26 WEBS 1 Row at midpt 6-21 WEBS 2x4 SP No.3 *Except* 2 Rows at 113 pts 4-26 11-15: 2x4 SP M 31, 28-29,4-21,17-20: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 28, 30, 31 WEDGE Right: 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-8-0, 13=Mechanical, 26=048-0 Max Horz 2=386(LC 11) Max Uplift 2=-250(LC 12), 13=-778(LC 12), 26=1289(LC 12) Max Grav 2=202(LC 1), 13=2902(LC 19), 26=4477(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-200/1258, 34=324/2078, 4-5=-1082/577, 5-6=894/573, 6-7=-3786/1420, 7-8=-3768/1417, 8-9=-3622/1435, 9-10=-3624/1435, 10-11=-3423/1230, 11-12=4555/1375, 12-13=-525211646 BOT CHORD 2-27=-983/195, 26-27=-305/132, 24-26=-285/128, 22-25=-1599/461, 21-22=-1827/589, 26-21=-630/2373,15-17=-886/3850,14-15=1330/4481,13-14=-1330/4483, 7-20=-451/217 WEBS 5-21=-298/201, 17-28=377/353, 8-28=-299/385, 15-29=-136/1083, 11-29=56/995, 30-31=657/177, 29-30=-669/179, 25-26=-4321/1473, 4-25=-3930/1252, 4-21=-880/3330, 3-27=01421, 25-27=-760/70, 3-25=-1076/468, 6-21=2612/929, 6-20=478/2014, 17-20=802/4043, 8-20=-442/11, 12-15=-832/543, 9-31=-320/202, 10-31=-249/665, 8-31=-449/48 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-5-4 to 3-10-2, Interior(1) 3-10-2 to 15-0-0, Exterior(2R) 15-0-0 to 22-5-9, Interior(1) 22-5-9 to 38-5-8, Extedor(2R) 38-M to 45-11-1, Interior(1) 45-11-1 to 52-8-0 zone;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) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 10 =16% 7) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. 04, l� 34869 • 1 r Xz .0 r ` Julius lee PE No.34869 MRek USA, Ine. FL Cert6634 6904'Parke:East Blvd. Tampa FL 33610 Date: January 5,2021 -Continued -onpage-2— --- — - -- — ----- A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mrrek® 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 ANSOPH Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty y T22349994 HOMESBYABURTON_MOOf Rf)34 Attic 1 1 r Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:11:00 2021 Page 2 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-2xT?4yp3nhO_aLXet?EmxNIHr4UtiggRA5Q1 SzyNsf NOTES- 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 17-19 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=744. 2=617, 29=1488. 12) NOTE: DUE TO THE OVERALL LENGTH TO DEPTH RATIO OF THE ROOM, THE FLOOR MAY EXHIBIT OBJECTIONABLE VIBRATION AND OR BOUNCE. BUILDING DESIGNER TO CONSIDER PROVIDING MEANS TO DAMPEN THESE EFFECTS. TRUSS DESIGN SHALL BE REVIEWED AND APPROVED PRIOR TO MANUFACTURING. 13) Attic room checked for U360 deflection. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511=020 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 andfor 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 fabdoation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety tnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349995 HOMESBYABURTON_MO0F lRFP5 Attic 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MTek Industries, Inc. Tue Jan 5 14:11:02 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-7JbIVegJJKzkDuVwmll isMS69fkFLdG6vUaW5LzyNsd 11 4-Q 5-10-12 11 0 0 13-2-15,_ _ 19-3-15 25-5-0 29-10-4 35-4-12 40-11 4 46-9-8 52-9-8 i-4 5 10-12 5 1 4 2-2-15 6-1-1 6-1-1 4-54 5-6-8 5 6 8 5 10� 6-0-0 6x8 = 6x8 = 2x4 II 7x8 = 08 = 2z4 11 7x8 = 6.00 12 4 5 31 326 33 7 34 8 9 35 10 Scale=1:93.6 4x4 = 5x6 = 11 38 12 2x4 Z�- ---� 3 30 29 _ 2x4 — 5x8 = rIS10-9-8 5.8 2 21 4x6 = 25 24 23 7x10 = 19 18 17 6x8 = 3x4 II 7x8 = 3x4 II 7x10 = 5x12 = 16 15 4x10 MT20HS = 2x4 II 14 13 7x8 = 3x10 II I; 11 0 0 13-2-15 19-3-15 25-5-0 29-11 40-11-4 46-9-8 52-9-8 11-0-0 2-2-15 6 1-1 4-5 4 11-1-0 '10� Plate Offsets (X,Y)-- [4:0-5-4,0-3-8], [7:0-4-0,0-4-8), [10:0-4-0,0-4-81, [17:0-3-8,0-3-8), [20:0-6-4,0-4-41, [28:0-2-8,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.42 15-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.72 15-17 >692 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.08 13 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S Attic -0.25 15-17 522 360 Weight: 411 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-7 oC purlins, BOT CHORD 2x4 SP No.2 `Except' except and verticals. 16-19,13-16: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 *Except* 1 Row at midpt 5-22 5-21,7-21,17-20,12-14: 2x4 SP No.2 6-0-0 oc bracing: 22-24, 18-20 WEBS 1 Row at midpt 12-13, 4-25, 5-21, 7-21, 12-14, 14-28 2 Rows at 1/3 pts 26-28 REACTIONS. (size) 13=Mechanical, 2=0-8-0, 25=0-8-0 Max Horz 2=397(LC 12) Max Uplift 13=-717(LC 12), 2=-705(LC 19), 25=1712(1_C 12) Max Grav 13=2246(LC 19), 2=94(LC 12), 25=4660(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-804/2166, 3-4=;1059/2713, 4-5=-665/1968, 5-6=-1288/492, 6-7=-1288/492, 7-8=-3561/1131, 8-9=3853/1331, 9-10=-3853/1331, 10-11=-2478/705, 11-12=-2082/704, 12-13=2163/832 BOT CHORD 2-25=-1852/425, 21-22=-1948/654, 20-21=1134/3543, 15-17=-1109/3959, 14-15=-1109/3963,22-24=-288/0,5-22=-2666/1139,7-20=-258/1389 11111 TI�� WEBS 3-25=-807/588, 4-25=-2500/1181, 17-26=-580/416, 8-26=-501/421, 15-28=0/844, 10-28=879/471, 27-28=-1375/437, 22-25=-2710/1081, 4-22=-610/1223, 6-21 =-627/41 0, ,J0 5-21=-1410/3936, 7-21=-2804/817, 17-20=-1030/3921, 8-20=-637/0, 11-14=-571/377, B-27=-310/256, 9 27=-262/202, 10-27=640/1429, 14-28=-2383/547, ,�� .�........ •. •�� S� ••� �� 16, 11-28=98/467 `�� •; 0 34869 • NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 3-10-2, Interior(1) 3-10-2 to 11-0-0, Exterlor(2R) •�,� 11-0-0 to 18-5-9, Interior(1) 18-5-9 to 52-7-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 0 O (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. i� .(�• •• O P �•`_4W 3) Provide adequate drainage to prevent water ponding. �I ' • • • •' •�.,\� �� plates4) All e unless indicated. Al 5) This truss has di designed for 0 0 psf bottomchord live load nonconcurrent with any other live loads. ,;,,i�,, 1111 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 Julius Lee PENo.34869 will fit between the bottom chord and any other members. MITek USA, Inc. FL Cert 6634 7) Ceiling dead load (5.0 psf) on member(s). 26-27, 27-28; Wall dead load (5.Opsf) on member(s).17-26, 15-28 6904 Parke.EastBlvd. Tampa FL 33610 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-17 Date: 9) Refer to girder(s) for truss to truss connections. January 5,2021 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE Mil-7473 rev. 511912020 BEFORE USE. • Design valid for use only with MiTekO 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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infonnatlen available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply T22349995 HOMESBYABURTON_M00 BFp5 Attic 1 1 Job Reference (optional) BmlderS FlrstSOurce (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MITek Industries, Inc. Tue Jan 5 14:11:02 2021 Page 2 I D:Xa7MoXE4iyVMd OuM rggXTuy3 Ssr-7J bl VegJJKzkD uVwm111sMS69fkFLdG6vUa W SLzyNsd NOTES- 11) NOTE: DUE TO THE OVERALL LENGTH TO DEPTH RATIO OF THE ROOM, THE FLOOR MAY EXHIBIT OBJECTIONABLE VIBRATION AND OR BOUNCE. BUILDING DESIGNER TO CONSIDER PROVIDING MEANS TO DAMPEN THESE EFFECTS. TRUSS DESIGN SHALL BE REVIEWED AND APPROVED PRIOR TO MANUFACTURING. 12) Attic room checked for U360 deflection. ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MI rek® 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 andlor 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 ANSIITP11 Quality Cdterla, 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 Type Oty Ply rH.,fsHps T22349996 HOMESBYABURTON_M00 Ef)36 1 1 Job Reference (optional) ouuuors nrswuurcti t�aunbvnvme, rL/, dacKbunvnie, M - OZZ44, o.4au b n iov JU LUZu MI I eK Industries, Inc. I ue Jan b i4:i i:ui ZUZi 1-age i ID:Xa7MoXE4iyV MdOuMrggXTuy3Ssr-T W 97j_rx4e5a1246 K?YxOZ? DR26p43XG78K4dnzyN sc L-4.9 4-;0 "-0 11-0-0 13-2-15 18.4-14 25-5-0 32-84 39-2-12 45.11-4 52-9.8 h-4.0 4-7-0 4-5-0 2-0-0 2-2-15 5-1-15 7-0-2 7-1-4 6-8.8 6-8-8 6-10-0 7xB = 6x8 = 7x8 = 6.00 12 4 5 29 30 6 2x4 3 28 27 �1 2 46 = 26 25 T 22 5x12 = 3x8 = 4x6 = 3x6 II 7x8 = 3x4 = Scale = 1:93.2 5x6 = 7x8 = 44 = 7xB = 5x6 = 31 7 32 8 33 9 10 34 11 78 17 16 15 14 13 12 3x4 = 6x8 5x6 WB = 5x6 = 3x6 II 7x10 = 3x6 = IR Plate Offsets (X,Y)— [4:0-5-4,0-4-0], [5:0-3-8,0-3-0], [6:0.4-0,0-4-8], [8:0-4-0,0-4-8], [10:0-4-0,0-4-8], [16:0-3-0,0-3-0], [17:0-0-0,0-1-8], [19:0-6-4,0-4-12], [20:0-5.4,0-2-4], [21:0-2-8,0-2-0],[23:0-0-8,0-1-8],[24:0-5-8,0-3-8] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Ildefi , Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.34 16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.64 19-20 >782 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.08 12 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-S Weight: 357 lb FT = 20°/. LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 19-24: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 *Except* 7-20,5-20: 2x4 SP No. 1, 16-19,11-13,10-14,9-16: 2x4 SP No.2 WEBS OTHERS 2x4 SP No.3 REACTIONS. (size) 12=Mechanical, 2=0-8-0, 25=0-8-0 Max Horz 2=336(LC 12) Max Uplift 12=-825(LC 12), 2=-546(LC 18), 25=-1910(LC 12) Max Grav 12=1975(LC 1), 2=177(LC 12), 25=4442(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-885/1851, 3-4=1129/2431, 4-5=1531/3375, 5-6= 958/429, 6-7=-958/429, 7-8=-3821/1683, 8-9=-0819/1673, 9-10=-3633/1606, 10-11=-239611082, 11-12=-1912/940 BOT CHORD 2-26=-1508/537, 25-26=-504/160, 23-25=4431130, 21-24=-2948/1409, 20-21=-3391/1539, 19-20=-1702/3874, 14-16=-160613633, 13-14=-1107/2443, 7-19=271/830 WEBS 3-26=-693/535, 4-26=-567/1277, 24-25=-4217/2017, 5-24=-2840/1435, 6-20=-661/431, 7-20=-3251/1447, 5-20=2178/4850, 24-26=-1798/876, 4-24=-2686/1305, 8-16=-612/373, 16-19=-161313638, 9-14=-709/405, 10-13=-1507/792, 11-13=-1304/2887, 10-14=-637/1459 Structural wood sheathing directly applied or 2-2-0 cc puriins, except end verticals. Rigid ceiling directly applied or 2-10-15 cc bracing. Except: 10-0-0 oc bracing: 17-19 1 Row at midpt 11-12, 7-20, 5-20, 16-19. 11-13 2 Rows at 1/3 pts 5-25 NOTES- 1) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; B=45ft; L=53ft; eave=6ft; Cat. - II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 3-10-2, Interior(1) 3-10-2 to 9-0-0. Extedor(21R) 9-0-0 to 16-5-9, Interior(1) 16-5-9 to 52-7-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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 Qt=1b) 12=825, 2=546, 25=1910. ♦S,, ,,%♦♦IWS�L��i, ♦ I • \CENS 34869 r . ,n• r �. OR �� N .��,, ,DNA'♦♦♦♦ Julius Lee PE No.34869 MTek USA, Inc. FL Cott 6634 6904:Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ® 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 Mfrek0 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 ANSM11 Quality Criteria, DSB-69 and BCSIBuilding Component 6904 Parke East Blvd. Safety Information available from Truss Plata Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349997 HOMESBYABURTON MOO I &FP7 Half Hip Girder 1 Job Reference (optional) Cunaers r'Irs1JOUrce tJaCKSanvllle, t•L), JaCKSOnville, i-L - 32244, 6.4JU S NOV 3U ZUZU MITex Industries, Inc. Tue Jan 5 14:11:U9 2U21 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-ItWOzl wigUskZzXGgGfLegFLgTBGUoABW4nOrRzyNsW �4 Q 3-7-0 -0-0 10-1-7 13-2-15 15-11-4 20-10 8 2550 29 7-12 335-12 37-3-12 41-1-12 44-11-12 46 9-12 52-9 8 h 3-5 0 + 2-8-5 4-11 4 4 6-8 42-12 3-10-0 3-10-0 3-10-0 3-10-0 3 10-0 3-11-12 Scale = 1:93.2 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7x8 = 6.00 12 NAILED NAILED 2x4 11 5x12 = (JAILED 7x8 = 3x4 11 4x4 = 7x8 = 4x4 = 4x4 = 7xB = 44 = 5x6 = 4 36 5 37 38 6 39 40 41 7 42 43 448 45 46 947 48 10 49 11 50 51 12 S2 13 53 14 54 15 4x4 3 �1 2 0 4x6 = 35 34 55 2x4 II 3x8 = NAILED 5657 -- 58 59 60 'Sr 33 31 30 2x4 II 5x8 = 25 24 62 23 83 64 22 65 6621 20 B7 19 68 18 69 17 70 16 3x8 11 NAILED NAILED 5x12 = 3x6 = 46 = 3x6 II 7x10 = NAILED 4x12 = NAILED 6x12 MT20HS = 3x6 = NAILED 3x4 II NAILED NAILED NAILED NAILED 3x6 = NAILED NAILED 3x4 = NAILED NAILED NAILED 3x4 =NAILED NAILED NAILED NAILED NAILED NAILED I4 3 7-0 7-0-0 11-0-0 13-2-15 15 11-0 20-10 8 25-5-0 29-7-12 33 5-12 37-3-12 41-1-12 44-11-12 48 9-12 52-9 8 3-7-0 3-5-0 4-0-0 2-2-15 ' 2-8-5 4-11-4 4-6-8 4-2-12 3-10-0 3-10-0 3-10 0 3 10-0 3-10-0 3-11-12 Plate Offsets (X,Y)- [4:0-6-0,0-4-81, [6:04-0,0-2-8), [7:0-4-0,0-4-8], [10:04-0,0-4-8), [13:0-4-0,04-8), [21:0-1-12,0-3-0), [23:0.5-8,0-2-4], [26:0-4-12,0-2-8), [27:0-3-8,0-2-83, [29:0-0-8,0-1-81, [31:0-0-8,0-1-8][32:0-3-4,Edge) i LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.44 22-23 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.68 22-23 >733 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.08 16 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-S I Weight: 731 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc puffins, 4-7: 2x6 SP M 26 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 21-25,16-21: 2x4 SP No.1 10-0-0 oc bracing: 24-26 WEBS 2x4 SP No.3 `Except* WEBS 1 Row at midpt 5-33, 6-32 23-26,7-26,6-27,6-32,32-34: 2x4 SP No.2 REACTIONS. (size) 16=Mechanical, 2=0-8-0, 33=0-8-0 Max Horz 2=276(LC B) Max Uplift 16=-1389(LC 8), 2=-1730(LC 26), 33=4810(LC 8) Max Grav 16=2776(LC 1), 2=900(LC 5), 33=9146(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2093/3929, 3-4=2341/4615, 4-5=-5185/9970, 5-6=-5238/10067, 6-7=-4312/2249, 7-8=-8628/4495, 8-9=-8497/4430, 9-10=7814/4063, 10-11=8359/4337, 11-12=-8022/4148, 12-13=-6752/3461, 13-14=-4936/2507, 14-15=-2713/1368, 15-16=273111393 BOT CHORD 2-35=-330011632, 34-35=-3300/1632, 33-34=2178/1122, 31-33=-800/387, 29-32=-15001797, 28-29=-2300/1184, 27-28=-2300/1184, 26-27=-2346/4485, 23-24=318/601, 22-23=433818354, 20-22=-4148/8022, 19-20=-3461/6752, 18-19=-2551/5018, 17-18=-1368/2713, 8-26=-521/365 WEBS 3-34=-934/478, 4-34=-900/1696, 32-33=-8687/4644, 5-32=-917/531, 9-23=-962/573, 11-20=-770/490, 12-19=-1566/866, 13-18=-2062/1117, 14-17=-249211325, 15-17=1877/3719, 14-18=-1575/3073, 13-19=-128212443, 12-20=-949/1755, 11-22=-292/465, 10-23=-761/389, 23-26=-3870f7454, 9-26=-447/831, 6-28=18/274, 7-27=-3147/1757,7-26=-2458/473B,6-27=-3900/7510,6-32=-8881/4636, 32-34=-1925/923, 4-32=-7026/3757 NOTES- -1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-7-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc, Except member 5-33 2x4 -1 row at 0-4-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 to the use of this truss component. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSS-89 and SCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ,.!C ESN 34869 i ;� • �/ � I� ••••.I. �If; SON AI Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: OF WeW 6904 Parke East Blvd. Tampa, FL 36610 January 5,2021 Job Truss Truss Type Qty Ply T22349997 HOMESBYABURTON_MOO Bf)37 Half Hip Girder 1 Job Reference (optional) CulMers FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 a Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:11:09 2021 Page 2 ID:Xa7MoXE4ryVMdOuMrggXTuy3Ssr-IfWOzl wigUskzzXGgGfLegFLgTBGUoA8W4nOrRzyNsW NOTES- 6) All plates are MT20 plates unless otherwise Indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.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. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 16=1389, 2=1730, 33=4810. 11) This truss has large uplift reaction at jt. 2 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. 12) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 13) Henger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 Ib down and 58 Ib up at 11-0-12 on top chord, and 736 lb down and 514 lb up at 7-0-0 on bottom chord. The design/selection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=90, 4-15=-90, 2-31=-20, 30-31=-20, 26-29=-20, 24-25=-20, 16-24=-20 Concentrated Loads (Ib) Vert: 4=-48(B) 7=-142(B) 30=-186(B) 21=-186(B) 34=-736(B) 5=-8 10=48(B)11=48(B)27=-94(B)36=48(B)37=48(B)39=-142(8)40=-142(B)41=-142(B) -43=-142(B)44=-142(B)45=-48(B)47=-48(B)48=-48(B)49=-48(B)51=48(B)55=-186(B)57=-94(B)58=-94(B)59=-94(B)60=-94(B)61=-94(B)62=-186(B) 63=-186(B)64=-186(8)65=-186(B)66=-186(8)67=-186(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrfEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is MiTek° 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 ANSM11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22349998 HOMESBYABURTON_MOO Ef938 M_ ONOPITCH GIRDER 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:11:10 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-ms4nBNxKRn_bB76SEzAaA2nbwtY2DKSIkkXxNtzyNsV l 2-5, 4 I 5-0-0 2-5 4 2-6-12 Scale = 1:18.0 3x4 = 4x6 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Ildefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-P Weight: 57 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=155(LC 8) Max Uplift 1=-1237(LC 8), 4=-878(LC 8) Max Grav 1=3019(LC 1), 4=1965(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3046/1203 BOT CHORD 1-5=-1125/2522, 4-5=-1125/2522 WEBS 2-5=-118112853, 2-4=2894/1290 Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 04-0 Co. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 to the use of this truss component. 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. 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 Qt=lb) 1=1237, 4=878. 9) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 3-0-12 to Connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 1-4=-20 ,`,,`11111111��, �GENS10 �. 34869 i O10 ff.• <C/ Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke fast Blvd. Tampa FL 33610 Date: January 5,2021 —leontimuedvrrpago 2 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19l2020 BEFORE USE. Design valid for use only with MTek® 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 property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 T22349998 HOMESBYABURTON_M00 @f)38 MONOPITCH GIRDER 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8A30 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:11:10 2021 Page 2 ID:Xa7MOXE4iyVMdOuMrggXTuy3Ssr-ms4nBNxKRn_bB76SEzAaA2nbwtY2DKSIkkXxNtzyNsV LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-2243(B)7=-2243(B) ® 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 ANSU7pl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply (Truss T22349999 HOMESBYABURTON_MOO EFp9 Hip Girder 2 1 Job Reference (optional)_ _ Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:11:11 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-E2e9OjxyC56SoHhfohhpjFKlbH_1 yttRzOGVvKzyNsU 3-0-0 6-0-0 9.0-0 12-" 3-0-0 3-" 3-0-0 3-0-0 Scale = 1:20.1 4x8 = 6.00 r14 2x4 11 4x8 = 10 3 11 12 4 3x8 II a 13 7 14 6 3x8 II 2x4 11 3x8 = 2x4 II 3x4 = 3x4 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CS]. TC 0.21 BC 0.29 WB 0.15 Matrix-S DEFL. in Vert(LL) -0.03 Vert(CT) -0.05 Horz(CT) 0.02 (loc) I/deft L/d 7 >999 240 7 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 54lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-10 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=Mechanical Max Horz 1=-72(LC 6) Max Uplift 1=-376(LC 8). 5=-376(LC 8) Max Grav 1=752(LC 36), 5=752(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1227/619, 2-3=-13021713, 3-4=-13021713, 4-5=-1227/619 BOT CHORD 1-8=-475/1046, 7-8=-481/1062, 6-7=-480/1015, 5-6=-473/1000 WEBS 2-7=-186/391, 3-7=-288/198, 4-7=-187/390 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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. 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. 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 Ut=lb) 1=376, 5=376. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 72 lb up at 3-0-0. 112 lb down and 63 lb up at 5-0-12, and 112 lb down and 631b up at 6-11-4, and 106 lb down and 72 lb up at 9-0-0 on top chord, and 132 lb down and 110 lb up'at 3-0-0, 20 Ib down at 5-0-12, and 20 lb down at 6-11-4, and 132 lb down and 110 lb up at 8-11-4 on bottom chord. The designiselection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-90, 2-4=-90, 4-5=-90, 1-5=-20 GElV3' �. No 34869 � s Julius lee PENo:34869 M7ek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 -Continued-orrpage-2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. I Design valid for use only with M7ek® 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 Mew 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 ANSIrTP11 Quality Criteria, QSB-89 and BCSI Building Component 6904 Parke East Blvd. Saretylnfonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss russ Type Qty Ply T22349999 HOMESBYABURTON_MOO IRf)39 �H, pGirder 2 1 IJob Reference (optional) ounaers rirsmource tuacKsonviile, FL), JaCKSonville, FL- 32244, 6.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:11:11 2021 Page 2 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-E2e9OjxyC56SoHhfohhpjFKlbH_1 yKRzOGVvKzyNsU LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 8=-87(F) 6=-87(F) 13=-6(F) 14=-6(F) A WARNING - Verity 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 MTek® 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 andfor 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 ANSMII Quality Criterla, DSB•89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 69D4 Parke East Blvd. Tempe, FL 36610 Job Tru Truss Truss Type Qty Ply T22350000 HOMESBYABURTON_MOO 11 Hip 2 1 Job Reference (optional) builders i-trsttsource IJacKsonvilte, t-Lj, Jacksonville, I-L - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:11:12 2021 Page 1 ID:Xa7MoXE4iyVMdOu M rggXTuy3Ssr-iECXb3yazPEJQRGrLOD2GTtg9hlZhLQbC202SmzyNsT 5-0-0 7-0-0 12-0-0 5-0-0 2-0-0 5-0-0 Scale=1:20.2 4x8 = 4x6 = 3xio It 3x10 II 2x4 11 3x4 = 4x4 = 4x4 = 5-0-0 7-0-0 12-M 5-0-0 2-0-0 5-0-0 Plate Offsets (X,Y)— [1:0-2-8,Edge], [1:0-0-0,0-1-12], [2:0-5.4,0-2-0], [4:0-0-0 0-1-12] [4:0-2-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.03 1-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.06 1-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-15 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 REACTIONS. (size) 1=Mechanical, 4=Mechanical Max Horz 1=-114(LC 10) Max Uplift 1=-271(LC 12). 4=271(LC 12) Max Grav 1=646(LC 1), 4=646(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-933/661, 2-3=-729/712, 3-4=-934/661 BOT CHORD 1-6=-456/724, 5-6=-457/729, 4-5=-4341725 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-8 to 3-1-8, Interior(1) 3-1-8 to 5-0-0, Exterior(2E) 5-0-0 to 7-0-0, Exterjor(2R) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 11-10-8 zone;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. 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. 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) 1=271,4=271. .%%% \)LIUvS� LE�f I �� •'' G E N Z�� ' .�.� Fes' '0 No 34860 � 0 ''c+ P: cam: �til't ON A` E `�� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert6634 69M Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERENCE PAGE MII-7473 rev. 5/19I2020 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 ANS11TPI1 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 T22350001 HOMESBYABURTON_MOORW41 Common 2 1 Job Reference (optional) Irst5ource (Jacksonville, FL), Jacksonville, FL - 32244, 4x4 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 6-0.0 8.430 s Nov 30 2020 Mrfek Industries, Inc. Tue Jan 5 14:11:13 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-ARmvpozglMA2arl v5kHogPyb4dTQoykQilc_CzyNsS 5x6 = 3x10 11 3x10 II SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 REACTIONS. (size) 1=Mechanical, 3=Mechanical Max Horz 1=-134(LC 10) Max Uplift 1=-271(LC 12), 3=-271(LC 12), Max Grav 1=646(LC 1), 3=646(LC 1) 2x4 11 4x4 = Scale = 1:22.6 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.82 Vert(LL) 0.04 3-4 >999 240 MT20 244/190 BC 0.42 Vert(CT) -0.08 1-4 >999 180 WB 0.11 Horz(CT) 0.01 3 n/a n/a Matrix-S Weight: 47 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-3-12 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-899/688, 2-3=-899/684 BOT CHORD 1-4=-434/685, 3-4 -434/685 WEBS 2-4=-22/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf: h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2E) 0-1-8 to 3-1-8, Interior(1) 3-1-8 to 6-0-0, Exterior(21R) 6-0-0 to 9-0-0, Intertor(1) 9-0-0 to 11-10-8 zone;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 1=271, 3=271. .will 1111111' OFF �. (',ENS No 34869 .• � _• � 1 i Julius Lee PE No.34869 MITek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 WARNING -Verifydesign Parameters and READ NOTES ON THIS AND INCLUDED MREK 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 property 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 busses and truss systems, see ANS117PIl Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22350002 HOMESBYABURTON_M00 W2 Half Hip Girder 4 1 Job Reference (optional) ouuaers rusiaource (JacKsonvme, FL), ,racksonvme, rL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:11:13 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-ARmvpOzgiMA2arl v5kHogP5f4Y?Qg6kQilc_CzyNsS 3-0-4 5-10-8 7-0-0 3-0-4 2-10-4 1-1-8 4x4 = 4x8 = 2x4 11 3x10 11 ""`° 6x8 = 5 LUS26 6x6 = LOADING (psf) SPACING- 2-0-0 CSi. DEFL. in (loc) Well L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.03 6-7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(CT) 0.01 5 n/a file BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=0-8-0, 5=Mechanical Max Horz 1=187(LC 8) Max Uplift 1=-759(LC 8), 5=-1033(LC 8) Max Grav 1=1640(LC 1), 5=1820(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1995/860, 2-3=589/261 BOT CHORD 1-7=-873/1664, 6-7=873/1664, 5-6=-298/543 WEBS 2-7=-507/1175, 2-6=-1366/699, 3-6=-801/1610, 3-5=1801/989 Scale: 1/2'=1' PLATES GRIP MT20 244/190 Weight: 47 lb FT = 20% Structural wood sheathing directly applied or 4-0-4 oc purlins, except end verticals. Rigid ceiling directly applied or 7-6-12 oc bracing. 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=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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. 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. 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 Qt=lb) 1459,5=1033. 9) Use Simpson Strong -Tie LUS26 (4-1 Od Girder, 3-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 5-0-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated Ioad(s) 275 lb down and 344 lb up at 5-10-8 on top chord, and 583 lb down and 413 lb up at 5-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-4=-90, 1-5=-20 ,tO,vL�Us• ,�.` �,�G E N SF•� N 34869 00 00, T� Julius Lee PE No.34869 MiTek USA, Inc. FL Gert6634 6904 Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 --8ontinued-orrpage WARNING - Verify tlesign parameters and READ NOTES ON THIS AND INCLUDED MrrEK 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 Is for MiTek" always required 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 ANSUIPN Quality Criteria, DSB-89 and BCSI Building Component Safety lnformaUon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22350002 HOMESBYABURTON_MOO .r.2 Half Hip Girder 4 1 Job Reference (optional) dunaers i-irstsource (.lacksonvitte, t-L), Jacksonville, rL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:11:14 2021 Page 2 ID;Xa7MoXE4iyVMdOu M rggXTuy3Ssr-edJHOk_rUOU 1 fkQETpFW LuyGPUuE97MtfM V9WezyNsR LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7--626(F) 6=-583(B) 3=-189(B) 8=-719(F) 9�626(F) WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5119I2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shawn, 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 andlor 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 ANSYMI Quality Criteria, DSB•89 and BCS1 Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22350003 HOMESBYABURTON MOOft� BF)13 Hip Girder 2 1 Job Referencetoptional)_ Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:11:15 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-6ptgE4?TFKcuHu?Q1 Wmit5UFpuJZub?1 u0Ei25zyNsQ -1.4-0 3-7-0 7-0-0 12-0-0 17-0-0 20-5.0 24-0-0 25-4-0 i-4-0 3-7-0 3-5A 5-0-0 5-0-0 3-5.0 3-7-0 Scale=1:43.9 6x8 = 2x4 II 6x8 = 4 17 5 18 6 6x8 = 2x4 II 7x8 2x4 II 7x8 = 2x4 11 7x8 2x4 II 6x8 = HTU26 HTU26 I20 0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 CSI. TC 0.97 BC 0.38 WB 0.52 Matrix-S DEFL. in Vert(LL) 0.21 Vert(CT) -0.33 Horz(CT) 0.08 (loc) I/deft Ltd 13 >999 240 13 >844 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6-6-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=175(LC 7) Max Uplift 2=-1723(LC 8), 8=1723(1_C 8) Max Grav 2=3239(LC 1), 8=3239(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5515/2785, 3.4=-5471/2874, 4-5=-4773/2518, 5-6=-4773/2518, 6-7=-5471/2874, 7-8=-5515/2785 BOT CHORD 2-16=-2272/4669, 15-16=-2272/4669, 14-15=-2123/4451, 13-14=-2132/4472, 12-13=-2132/4472, 11-12=212314451, 10-11=-2272/4669, 8-10=-2272/4669 WEBS 3-15=-286/350, 4-14=-233/520, 4-13=-249/497, 5-13=-489/301, 6-13=-249/498, 6-12=-233/520, 7-11=-290/350, 4-15=-790/1377, 6-11=-790/1377 NOTES- 1) Unbalanced roof live loads have been considered for this design. ��{llll'II� 2) 1I h=15ft; B=45ft; L=24ft; eave=oft; Cat . 11SCE ; Exp CEncl ,GCpi li 18o MWFRS (directional); Lumber DOL=1.60 plate grip DOLL1 60psf; ,,`t� G' E N �i� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�� ••'�\ SF :• to the use of this truss component. i. 0 4) Provide adequate drainage to prevent water ponding. No 34869 •� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * % A • 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) • •� 2=1723, 8=1723. •� • •'••A- 8) Use Simpson Strong -Tie HTU26 (20-1Od Girder, 14-10dxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 12-1-8 oc max. �i Q. •%_ `�� starting at 5-11-4 from the left end to 18-0-12 to connect truss(es) to front face of bottom chord. 0 R \ Q 9) Fill all nail holes where hanger is in contact with lumber. S(l, ........ !. 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 Julius Lee PE No.34869 E 1 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MiTek USA, .34869L Cert 6634 Uniform Loads (plf) Vert: 1-4=-90, 4-6=-90, 6-9=-90, 2-8=-20 6904'Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 -Gonunued-orrpage-2— -- - — — WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITeW 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 apprirability 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 ind Mew always required for stability 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 ANSNiPI f Quality Criteria, DSB-69 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22350003 HOMESBYABURTON_MOOI W3 Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 614:11:15 2021 Page 2 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-6ptgE4?TFKcuHu?Q1 Wmit5UFpuJZub?1u0Ei25zyNsO LOAD CASE(S) Standard Concentrated Loads (lb) Vert:15=-1800(F) 11=-1800(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MI ek® 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 ANSIITpIi Quality Criteria, DSB-89 and BCSI Building Component 69M Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22350004 H0MESBYABURTON_M00 Ef)I4 Hip 2 1 Job Reference (optional) ouimers mrsrsource t.racxsonville, I-L), Jacxsonvute, M - 3Z244, 6.43U s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:11:16 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-aOR2RQ?50dkkv2acaEH QJ1ThIZyd8pA7g_GbXzyNsP 1 4 0 4-7 0 9 0 0 15 0 0 19-5 0 24-0-0 25�1-0 1 4 0 4-7-0 4-5-0 6-0-0 4-5-0 4 7-0 1-0-0 4x8 = 1415 1617 4x6 = Scale=1:43.9 5x6 = 3x10 II 3x4 = 3x10 II 5x6 = 3x4 = 3x8 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=217(LC 11) Max Uplift 2=-684(LC 12), 7=-684(LC 12) Max Grav 2=1439(LC 1), 7=1439(LC 1) CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.83 Vert(LL) -0.18 2-11 >999 240 MT20 244/190 BC 0.82 Vert(CT) -0.39 2-11 >717 180 WB 0.17 Horz(CT) 0.06 7 n/a n/a Matrix-S Weight: 122 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-6-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2099/1072, 3-4=1762/921, 4-5=-15021904, 5-6=-1762/921, 6-7=-2099/1072 BOT CHORD 2-11=-798/1729, 9-11=-536/1502, 7-9=-816/1729 WEBS 3-11=319/298, 4-11=-93/336, 5-9=-75/336, 6-9=-319/298 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 9-0-0, Extedor(2R) 9-0-0 to 13-2-15, Intedor(1) 13-2-15 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 254-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer 1 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. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=684, 7=684. 34869 :.j� r � Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.7473 rev. 511912020 BEFORE USE. ' Design valid for use only with M7ek® 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 ANSUTPI f Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Padre East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22350005 HOMESBYABURTON_MOO W5 Hip 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:11:16 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-a0R2RQ?50dkkv2acaEH_QJ1 Ysle1 d3FA7g_GbXryNsP -1-4-0 5-7-0 11-0-0 13-M 181" 24-0-0 25.4-0 1 4 0 5-7-0 5-5-0 2.0-0 5-5-0 5-7-0 I 4x8 = 4x6 = Scale=1:44.2 5x6 = 3x10 II 3x4 = V = 3x10 II 5x6 = 2x4 11 3x4 = 2x4 II LOADING (psi) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress incr YES BCDL 10.0 Code FBC2020frP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-259(LC 10) Max Uplift 2=-684(LC 12), 7=-684(LC 12) Max Grav 2=1439(LC 1), 7=1439(LC 1) 3x8 = CSI. DEFL. in floc) Udell L/d PLATES GRIP TC 0.50 Vert(LL) -0.07 12-13 >999 240 MT20 244/190 BC 0.50 Vert(CT) -0.1512-13 >999 180 WB 0.46 Horz(CT) 0.07 7 n/a n/a Matrix-S Weight: 135 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purtins. BOT CHORD Rigid ceiling directly applied or 6-9-7 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2161/1009, 3-4=-1560/831, 4-5=-1296/827, 5-0=-1562/832, 6-7=-2160/1008 BOT CHORD 2-13=-739/1780, 12-13=-739/1780, 10-12=-400/1294, 9-10=-756/1779, 7-9=-756/1779 WEBS 3-12=614/395, 4-12=-163/356, 5-10=-178/358, 6-10=612/394 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=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 11-0-0, Exterior(2E) 11-0-0 to 13-0-0, Extedor(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 254-13 zone;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. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=684, 7=684. UP Io. F,••,E;N •�� :• N00 o 34869 ••: 111111111110 Julius Lee PE No.341M MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verilydesign 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 M7ek® 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 verily 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 andlor chard members only. Additional temporary and permanent bracing WOWIs 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 ANSH7P11 Quality Criteria, DSB-89 and BCSI Bullding Component Safetylnforma ion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply T22350006 HOMESBYABURTON_MOO 46 ROOFTRUSS 12 1 Job Reference (optional) builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:11:17 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-3C70fmOjnxsb W C9oBxoDzWabJiz2 M U2KLKjp7zzyNsO -11 0 5-4-0 12-0-0 18-8-0 24-0-0 25.4-0 1-4-0 5.4-0 6-8-0 6.8-0 5- 1.4-0 Scale = 1:44.9 4x6 = I? 0 48 i 3x4 = 4x6 = 3x4 = 4x6 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.97 BC 0.58 WB 0.55 Matrix-S DEFL. in Vert(LL) -0.19 Vert(CT) -0.33 Horz(CT) 0.04 (loc) Weill Ud 8-10 >999 240 8-10 >852 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 132 lb, FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-279(LC 10) Max Uplift 2=-684(LC 12), 6=-684(LC 12) Max Grav 2=1520(LC 18),6=1520(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2380/1152, 3-4=-2210/1189, 4-5=-221 Oil 189, 5-6=-2380/1152 BOT CHORD 2-10=867/2198, 8-10=-410/1335, 6-8=-88311988 WEBS 4-8=-431/1015, 5-8=-445/428, 4-10=-431/1016, 3-10=-445/428 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 12-0-0, Exterior(2R) �I 12-0-0 to 15-0-0, Intedor(1)15-0-0 to 25-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �� pus Designer / Project ,��,� . ... • �i� 3) Building engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ,�� •. • ,94" ,� ,••�\ 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 _ 34869 •� will fit between the bottom chord and any other members, with BCDL = 10.0psf. * �• -6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except Gt=ib) 2=684, 6=684. .� 7) Attic room checked for U360 deflection. ,�T•• 4O.R1pP�2,. Julius Lee. PE No.34869 MiTek tjSA,'Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII-7473 rev. 511912020 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 verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual him web andfor chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH 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 i Job Truss Truss Type Qty Ply T22350007 HOMESBYABURTON_MOO Bf)37 ROOF TRUSS 1 3 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ,-14-0 . 3-1-8 6-1-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:11:19 2021 2-11-8 6x8 I I Scale = 1:55.7 8x12 = — ,v — ,a — ,o is 3x8 11 HGUS28-2 8x14MT20HS = 12x14 = 8x10 = 1ox16MT20HS = 3x8 11 8x12 10x16 MT20HS = 8x10 = HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HTU26 HTU26 3-1-8 6-1-0 9-0-8 12-0-0 14-11-8 17-11-0 20-10-8 244 0 3 1-8 2-11-8 2-11-8 2-11-8 2-11-8 2-11-8 2-11-8 3-1-8 Plate Offsets (X,Y)- [2:0-3-4,Edge], [10:0-3-4,Edge], [12:0-5-8,0-1-8], [13:0-3-8,0-6-4], [14:0-4-12,05-12], [16:0-1-12,0-5-12], [17:0-6-0,0-0-0], [18:0-3-8,0-6-4], [19:0-5-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.77 Vert(ILL) -0.23 14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.42 14 >664 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.11 10 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-S Weight: 627 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. BOT CHORD 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 6-15: 2x4 SP No. 1, 7-14,5-16: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=280(LC 25) Max Uplift 2=-6419(LC 8), 10=-7273(LC 8) Max Grav 2=14967(LC 1), 10=19276(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-28214/11886,3-4=-29134/12279,4-5=-24655/10263,5-6=-20711/8486, 6-7=-20711/8484,7-8=-25370/10013,8-9=-30670/11547,9-10=-32540/11888 BOT CHORD 2-19=-10238124559, 18-19=-10238/24559, 16-18=-10806/26084, 15-16=-8860/21962, 14-15=-8629/22598, 13-14=-10156/27496, 12-13=-10256/28374, 10-12=-10256/28374 WEBS 6-15=-7146/17544, 7-15=7187/2472, 7-14=-2793/8336, 8-14=-6997/2182, 8-13=-1958/6814,9-13=1051/147,9-12=764/2669,5-15=-6384/2893,5-16=-3237/7362, 4-16=-6067/2779, 4-18=-262515875, 3-18=733/1974, 3-19=-322/162 NOTES- 1) N/A 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 Do. Webs connected as follows: 2z4 - 1 row at 0-9-0 Co. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf,, h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 6) 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) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • This truss has been designed for a live load of 20.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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=1b) 2=6419,10=7273. 11) Use Simpson Strong -Tie HGUS28-2 (36-10d Girder, 12-1 Od Truss) or equivalent at 5-1-8 from the left end to connect truss(es) to I % :• 34869 •ir- ONAL Julius Lee. PE No.34869 Mitek USA, Inc. fL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 -Contb"dfaa"bb@tom-chord-- — - — —_ — _— ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bradng 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 ANSVTPIl 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 T22350007 HOMESBYABURTON_M00gBfj7 1 ROOFTRUSS 1 q 3 Job Reference o tional aultaers rlrsibource (Jacksonville, FL), uacksonvttte, I-L - 3J144, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:11:19 2021 Page 2 NOTES- ID:Xa7MoXE41yVMdOuMrggXTuy3Ssr-?b7A3S2zJY6JmVIBGMrh2xf wVdTgJEdpeCwBszyNsM 12) Use Simpson Strong -Tie HTU26 (20-16d Girder, 14-10dx1 1/2 Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-0-12 from the left end to 9-0-12 to connect truss(es) to back face of bottom chord. 13) Use Simpson Strong -Tie HUS28 (22-10d Girder, 8-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 11-0-12 from the left end to 15-0-12 to connect truss(es) to back face of bottom chord. 14) Use Simpson Strong -Tie HUS28 (22-16d Girder, 8-16d Truss) or equivalent spaced at 2-0-0 oc max. starting at 17-0-12 from the left end to 19-0-12 to connect truss(es) to back face of bottom chord. 15) Use Simpson Strong -Tie HUS28 (22-16d Girder, 4-16d Truss) or equivalent at 21-0-12 from the left end to connect truss(es) to back face of bottom chord. 16) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-10dxl 1/2 Truss) or equivalent at 22-11-12 from the left end to connect truss(es) to back face of bottom chord. 17) Fill all nail holes where hanger is in contact with lumber. 18) Attic room checked for U360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-90, 6-11=-90, 2-1O=20 Concentrated Loads (lb) Vert: 14=-2863(B) 12=-2672(B) 16=-2854(B)20=-4916(B)21=-2854(B)22=-2854(B)23=-2863(B)24=-3123(B)25=-3099(8)26=-2409(B) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/192020 BEFORE USE. , Design valid for use only with MiTekO 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 andfor chord members only. Additional temporary and permanent bracing is for MiTek always required 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 ANSU7PI1 Quality Criteria, DSO-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 69D4 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22350008 HOMESBYABURTON_MOO I BF)18 ROOF TRUSS 1 LbRef.rence (optional) bruilaers FlrstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MITek Industries, Inc. Tue Jan 5 14:11:212021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-xzExU73ErAM1?pSaNnt97MkPyJ171C_vGyhl GlzyNsK -1-0-0 3-1-B 6-1-0 9-0$ 12-0-0 14-11-8 17-11-0 20-10.8 24-0-0 25-4-0 1-4-0 3-1-8 2-11-8 2-11.8 2-11-8 2-11-8 2-11-8 2-11-8 3-1-8 1�-0 Plate 6x8 11 /x74MIdurib — •_ ••• ,•• — .1 — — 3x8 11 10x20 MT20HS = 12x14 = 12x14 = 10x16 MT20HS = 3x8 11 10xl6 MT20HS = HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 7x14 MT20HS = HHUS28-2 HTU26 6-1-0 [5:0-1-12,0-1-8], [7:0-1 -1 [14:0-3-8,0-6-0],[1 Scale = 1:55.7 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.20 14 5999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.37 13-14 >763 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.11 10 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix-S Weight: 418 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 8-10-5 oc bracing. WEBS 2x4 SP No.3 *Except' 6-15: 2x4 SP No. 1, 7-14,5-16: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-280(LC 6) Max Uplift 2=-3848(LC 8), 10=-5571(LC 8) Max Grav 2=9110(LC 1), 10=13498(LC 2) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-16849/6882,3-4=-18331/7585,4-5=-16870/6911,5-6=-14524/5880, 6-7=14529/5882, 7-8=-18050/7211, 8-9=-21956/8797, 9-10=-24359/9771 - BOT CHORD ' 2-19=5873/14645, 18-19=-5873/14645, 16-18=-6592/16396, 15-16=-5858114982, 14-15=-6126/16042, 13-14=-7705/19703, 12-13=-8383/21183, 10-12=-8383/21183 WEBS 6-15=4829/11987, 7-15=5638/2162, 7-14=-2429/6589, 8-14=-5236/2256, 8-13=-2026/4936, 9-13=-17761797, 9-12=-130512974, 5-15=-3435/1675, 5-16=-1891/4121, 4-16=-2021/1049,4-18=-B15/1618,3-18=-915/2021,3-19=-10161496 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3`) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 - 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=3848.10=5571. 10) Use Simpson Strong -Tie HHUS28-2 (22-10d Girder, 8-10d Truss, Single Ply Girder) or equivalent at 7-1-8 from the left end to connect truss(es) to front face of bottom chord. N 34869 Xt 14/ T' P : Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa Fl.33610 Date: January 5,2021 -Conbnued-orrpage 2— ---- — — WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connector;. This design is based only upon parameters shown, and is for an individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is for MiTek' always required 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 ANS67PIl Quality Criteria, DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Jab Truss Truss Type Oty Ply T22350D08 HOMESBYABURTON_MOO 1 ef;P8 ROOF TRUSS 1 n L Job Reference (optional)_ Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:11:21 2021 Page 2 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-xzExU73ErAM1?pSaNnt97MkPyJ171C_vGyh1 GlzyNsK NOTES- 11) Use Simpson Strong -Tie HTU26 (20-1Od Girder, 14-1Odx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 6-0-0 oc max. starting at 9-0-12 from the left end to 21-0-12 to connect truss(es) to front face of bottom chord. 12) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 14-1 Odx1 1/2 Truss) or equivalent spaced at 2-0-0 oc max. starting at 13-0-12 from the left end to 15-0-12 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2025 lb down and 860 lb up at 21-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) Attic room checked for U360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-90, 6-11=-90, 2-10=-20 Concentrated Loads (lb) Vert: 14=-2326(F) 12=-1973(F) 16=-1955(F) 20=-2756(F) 21=-2129(F) 22=-2219(F) 23=-2175(F) 24=-2186(F) 25=-1971(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 MTek® 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 propedy 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 pmperty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP/t Qualify Crfteda, DSB-89 and SCSI Buifil ng Component 6904 Parke East Blvd. Satefylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22350009 HOMESBYABURTON_M00 Bf)19 Common Structural Gable 1 1 Job Reference (optional) Buuaers rrrstsource (.Iacksonvnle, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:11:22 2021 Page 1 ID:Xa7MoXE4iyVMdOuMrggXTuy3Ssr-P9oJiT4scTUudzl mx000faHd3ik_1 tB3VbRaoBzyNsJ -1-4-0 448-0 9.4-0 10.8-0 1-4-0 4-8-0 4-8-0 1.4-0---� 4x6 = 3x4 5- 3x4 o 0 Scale=1:23.2 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0.26 BC 0.27 WB 0.05 Matrix-S DEFL. in Vert(LL) -0.01 Vert(CT) -0.02 Horz(CT) 0.01 (loc) Well L/d 9 >999 240 9 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 51 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. 2-4,4-6: 2x6 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 OTHERS 2x4 SP No.3 REACTIONS. All bearings 1-4-0 except at --length) 10=0-3-8, 8=0-3-8. (lb) - Max Horz 2=109(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) 10, 8 except 2=-294(LC 12), 6=-294(LC 12) Max Grav All reactions 250 lb or less st joint(s)10, 8 except 2=451(LC 1), 6=451(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-572/526, 4-6=-572/525 BOT CHORD 2-10=-284/450, 9-10=-284/450, 8-9=284/450, 6-8=-284/450 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=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ��I.* II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 4-8-0, Exterior(2R) 4-8-0 ��, to DOL810, Interior(l) 7-8-0 to 10-8-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip ,,%��,' 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 ��,•' �� C' E N,9 '•• �40 40 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 N 34869 •�. 0 to the use of this truss component. 5) Gable studs spaced at 2-0-0 oc. * t f 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. • = .� �• r 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-D-0 wide will fit between the bottom chord and any other members. ip 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 10, 8 except at=lb) 2=294, 6=294. �� '�• Q' •• �.••�\,,�� s: 0 R 1 ....... Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19/2020 BEFORE USE. • Design valid for use only with M7ek® 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, sea ANSi/TP11 Quality criteria, DSS-99 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22350010 HOMESBYABURTON_M00gEFPO Common 2 1 Job e JRference_(o tionall_ Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:11:22 2021 Page 1 ID:Xa7MoXE4jyVMdOuMrggXTuy3Ssr-P9oJiT4scTUudzl mxUOOfaHZKjlV1 sf3VbRaoBzyNsJ 9A_0 4x6 = I� 0 4x4 = 3x8 I I Lx4 11 4x4 = 3x8 11 Scale = 1:21.7 Plate Offsets (X,Y)—[1:0-0-0,0-1-12],[1:0-1-12,0-7-14] [3:Ed a 0-1-12] [3:0-1-12 0-7-14] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.02 1-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.01 3 file n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-S Weight: 37 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 9-7-3 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 REACTIONS. (size) 1=0-8-0, 3=0-8-0 Max Horz 1=107(LC 11) Max Uplift 1=-200(LC 12), 3=200(1_C 12) Max Grav 1=477(LC 1), 3=477(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-635/569, 2-3=-635/569 BOT CHORD 1-4=-344/467, 3-4=-344/467 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 3-4-0, Intedor(1) 3-4-0 to 4-8-0, Exterior(21R) 4-8-0 to 7-8-0, Intefior(1) 7-8-0 to 9-0-0 zone;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 1=200, 3=200. ,r♦�111111'//��,, No 34869 � r i i,ZONA� 1,41,��. Julius Lee PE No.34869 MiTek USA, Inc. FL Gelt 6634 6904: Parke. East Blvd. Tampa FL 33610 Date: January 5,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19Y2020 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 andlor chord members only. Additional temporary and permanent bracing iwiTek' 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 bradng of trusses and truss systems, see ANSIMP11 Quality Criteria, DSB-99 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 36810 K H( ITruss Truss Type Oty Ply T22350011 (ABURTON_MOOF{6U1 Flat 1 1 Job Reference (optional) FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:11:23 2021 Page 1 I D:Xa7MoXE4iyV MdOuMrggXTuy3Ssr-tMMhvp5UN ndl E7cyVCvdCngjF6zYmHHCkFA7LdzyNsl 4-8-0 9-4-0 4-8-0 4.8-0 1 3 Scale=1:21.2 6 7 2 R Q l 5 6x8 = 6X8 = 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.23 4-5 >469 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.46 4-5 >235 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 51 ib 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 7-1-1 oc bracing. REACTIONS. (size) 5=0-8-0, 4=0-8-0 Max Uplift 5=-232(LC 8), 4=-232(LC 9) Max Grav 5=497(LC 1), 4=497(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-172/327, 3-4=-172/327 BOT CHORD 4-5=-658/409 WEBS 2-5=-434/755, 24=-434/755 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf: h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 6-2-4, Comer(3) 6-24 to 9-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 5=232,4=232. ♦♦♦♦,v`�U S �II No 34869 `. Julius Lee PE N0,34669 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa 'FL33610 Date, January 5,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with M7ekO 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- Ls 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 ANS11TPI1 quality Criteria, OSS-89 and BCS1 Building Component 6904 Parke East Blvd. Safetylnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22350012 HOMESBYABURTON_MOOfjB/1) Valley 9 1 FJobReference (optional) ustaource (JaDKsonvme, rL), JaCKsOnvllle, FL - 32244, B.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:11:24 2021 Page 1 ID:Xa7MoXE4 iyVMdouMrggXTuy3Ssr-LYw37966851osH B92vQs17MOxW U HVnPMyvwht3zyN sH 2x4 - 2x4 = Scale = 1:7.8 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.05 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 FBC2020frP12014 Matrix-P Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=1-11-8, 3=1-11-8 Max Horz 1=37(LC 12) Max Uplift 1=-19(LC 12), 3=-38(LC 12) Max Grav 1=67(LC 1), 3=70(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-0-0 oc purling, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 3 considers parallel to grain value using ANSl/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) 1, 3. �� v�1US LF �iii • i 34869 :p0�.• O .•mow: OR t �.• G� ��` NAI- Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE Mll-7473 rev. 8/19/2020 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 property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web end/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 muses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22350013 HOMESBYABURTON_M00 Hs2) Valley 6 1 Job Reference (optional) tuaciisonvtue, t-L), JaCKsonvllle, l-L - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 5 14:11:24 2021 Page 1 ID:Xa7MoXE4iyVMdO uMrggXTuy3Ssr-LYw37966851csHB92vQsl?MxhW RVVnPMyvwht3zyNsH 4-0-0 4-0-0 2x4 LOADING (psf) SPACING- 2-0-0 I CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.38 TCDL 15.0 Lumber DOL 1.25 BC 0.20 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020frP12014 I Matrix-P 2 2x4 II DEFL. in floc) Ildefi L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=3-11-8, 3=3-11-8 Max Horz 1=98(LC 12) Max Uplift 1=-50(LC 12), 3=-99(LC 12) Max Grav 1=177(LC 1), 3=184(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-162/268 Scale = 1:12.8 Weight: 14 lb FT = 20% Structural wood sheathing directly applied or 4-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. • 34869 : Julius Lee PE No.34869 MlTek USA, Inc.F1 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2021 WARNING -Vedly design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5/19I2020 BEFORE USE. -- Design valid for use only with MiTekS 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 property 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/rP11 Quality Criteria, DSB•89 and BCS1 Building Component Safety lnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type oty Ply T22350014 HOMESBYABURTON_MOO H3) GABLE 2 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jan 514:11:25 2021 Page 1 ID:Xa7MoXE4!yVMdOu M rggXTuy3Ssr-gkUSKV6kvOtTUQmLcdy5HCv79wnaEC5VBZfEP WzyN sG 6-0-0 6-0-0 5 4 2x4 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.27 TCDL 15.0 Lumber DOL 1.25 BC 0.15 BCLL 0.0 Rep Stress Incr YES WB 0.16 BCDL 10.0 Code FBC20201fP12014 Matrix-P DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 2441190 Vert(CT) file n/a 999 Horz(CT) 0.00 file n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 1=158(LC 12) Max Uplift 1=5(LC 12), 4=-22(LC 12), 5=-214(LC 12) Max Grav 1=151(LC 1), 4=41(LC 17), 5=399(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-293/144 WEBS 2-5=-342/552 Scale = 1:18.9 Weight: 24 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 5-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer 1 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. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=214. ,`��wL1US ZF�•��i �� .•' G E N S 00 • No 34869 17 1 * . T Q` •' _- I �ts �/�/11111tf1��, Julius Lee PE No.34869 MIek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: January 5,2021 ® WARNING -Veriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 andfor chord members only. Additional temporary and permanent bracing MOW 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 ANSLITP11 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