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HomeMy WebLinkAboutTRUSS PAPPERWORKLumber design values are in accordance with ANSIfTPI 1 section 6.3 These truss designs rely on lumber values established by others. 0 Site Information: 'can Customer Info: HOMECRETE HOMES, INC. Project Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL Miti elk USA, lir 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License If: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 62 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 T18203851 A 9/25/19 23 T18203873 GRE 9/25/19 2 T18203852 Al 9/25/19 24 T18203874 GRP 9125/19 3 T18203853 A2 9/25/19 25 T18203875 A 9/25/19 4 T18203854 A3 9125/19 26 T18203876 J1P 9/25/19 , 5 T18203855 A4 9/25/19 27 T18203877 J3 9/25/19 6 T18203856 A5 9/25/19 28 T18203878 J3P 9/25/19 7 T18203857 ATA 9/25/19 29 T18203879 J5 9/25/19 8 T18203858 B 9/25/19 30 T18203880 JA 9/25/19 9 T18203859 FLA 9/25/19 31 T18203881 JB 9/25/19 10 T18203860 FLB 9/25/19 32 T18203882 JC 9/25/19 - 11 T18203861 FLC 9/25/19 33 T18203883 JD 9/25/19 12 T18203862 FLD 9/25/19 34 T18203884 JE 9/25/19 13 T18203863 FLE 9/25/19 35 T18203885 JF 9/25/19 14 T18203864 FLF 9/25/19 36 T18203886 JG 9/25/19 i 15 T18203865 FLG 9/25/19 37 T18203887 JH 9/25/19 16 T18203866 GFA 9/25/19 38 T18203888 JI 9/25/19 17 T18203867 GFB 9/25/19 39 T18203889 JJ 9/25/19 18 T18203868 GFC 9125/19 40 T18203890 JK 9/25/19 19 T18203869 GRA 9/25/19 41 T18203891 JL 9/25/19 20 T18203870 GRB 9/25/19 42 T18203892 JM 9/25/19 21 T18203871 GRC 9/25/19 43 T18203893 JN 9/25/19 22 T18203872 GRD 9/25/19 44 T18203894 JO 9/25/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter 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 that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for Mi Tek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSUTPI 1, Chapter 2. , Waller P. Finn PE No22839 MITek USA, Inc. Fl. cent 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: September 25,2019 Finn, Walter 1 of 2 RE: 76308 - Site Information: Customer Info: HOMECRETE HOMES, INC. Project Name: DUBOIS Model: Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL mo 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 Seal# Truss Name Date 2of2 Job Truss Truss Type r r Ory Ply T18203851 76308 A ROOF SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 282019 MiTek Indusmes, Inc. Wed Sep 2512:43:04 2U1a rage 1 Scale = 1:41.4 5x6 = 6x12 = 3x4 = s 3x4 = 3x4 = 3x8 3x8 = 3x5 = 3x8 II LOADING (psf) TCLL 20.0 TCDL 7.0 SCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSL TC,. 0.60 BC 0.45 WB 0.30 Matrix -MS DEFL. in Vert(LL) -0.13 Vert(CT) -0.26 Horz(CT) 0.04 Wind(LL) 0.29 (loc) 1/dell L/d 7-12 >999 360 7-12 >999 240 6 n/a n/a 7-12 >999 240 PLATES GRIP W20 2441190 Weight: 1031b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc pudins: BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 6=882/0-8-0, 1=910/0-8-0 Max Horz 1=-126(LC 10) Max Uplift 6=-764(LC 12). 1=-788(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1637/1736,2-3=-1467/1710,3-4=-158611838,4-5= 1565/1749,5-6=-1671/1785 BOT CHORD 1-9=-1414/1451, 7-9=-1739/1694, 6-7=1491/1496 WEBS 2-9=-230/376,3-9=-391/405, 3-7=-235/272, 4-7=-459/359, 5-7=-454/788 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(l) 3-0-0 to 7-4-8, Exterior(2) 74-8 to 104-8, Interior(1) 104-8 to 164-12, Exte ior(2) 164-12 to 194-12, Interior(1) 194-12 to 24-2-8 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pst 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 1001b uplift at joint(s) except Qt=lb) 6=764, 1=788. Walter P. Finn PE No22939 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 Job Truss Truss Type z 7 Oty Ply T18203852 76308 Al HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed ID:6U8202bXflu7OmEtbl 14J4zKEV4-IYbP2FrZxZelcSvrO 4x6 = 4x8 = 3 2021 2223 4 25 12:43:05 2019 Pagel Scale = 1:40.6 44 = 3.8 = 3.6 = 3x4 - 4x4 = axe II 44B 9-4-8 14-10.0 24-2-8 -4- 9-0-0 5.5.8 9-4-8 Plate Offsets (X Y)-- [1-0-0-4 Edge][1:0-140 Edgel [4.0-5-4 0-2-0] [6:0-1-10 Edge] LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) War L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.16 7-12 >999 360 MT20 244/190 „ TCDL 7.0 Lumber DOL 1.25 BC 0.46 Verl -0.35 7-12 >841 240 BCLL 0.0 ' Rep Stress [nor YES WE 0.17 Horz(CT) -0.04 6 n1a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.19 7-12 >999 240 Weight: 108 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 6=88210-8-0, 1=910/0-8-0 Max Horz 1=-152(LC 10) Max Uplift 6=-764(LC 12), 1=-788(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-5-1 oc bracing. FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 1646/1925, 23=-1422/1692, 3A--131111642.4-5=-1460/1727, 5-6=-1732/2006 BOT CHORD 1-9=-1658/1489, 7-9=-1289/1317, 6-7=-1736/1572 WEBS 2-9=316/482,3-9= 265/354, 4-7=-323/398,5-7= 383/575 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.OpsY h=22ft; B=45ft; L=2411; eave=4ft; Cat. 11: Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-4-8, Exterior(2) 9-4-8 to 13-7-7, Intedor(1) 13-7-7 to 14-10-0. Exterior(2) 14-10-0 to 19-0-15, Interior(1) 19-0-15 to 24-2-8 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument 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 01=11) 6=764,1=788. Walter P. Finn PE N0.22939 MTek USA, Inc. FL Cad 6934 6904 Parke East Bind. Tampa FL 33610 Date: September 25,2019 QWARNING-VeNydesr9nperemeferseAd READ NOTES ON WISANDMCLUDEOMMOKFIEFEAANCEPAGE106]4TJrev. rNDa2015BEFONEUSE Design valid for use only with M8eld0connectors. This design Is based only upon parameters shown and Is for an IndNltlual building component, not �� a truss system. Before use, the building designer must verify the oppllcabllily of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual Muss web and/or chord members only, Additional temporary and permanent bracing MiTek' prevent e always required for stability and to prevent coilopse withpossible personal injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANS"ll Guallh CMeda. DS349 and SCSI buldFp Component 6904 Parke East Blvd. Safety Infarmatbrmollable from Truss Plate Institute. 218 N. Lee Street Suite 312. Alexandra. VA 22 14. Tampa, FL 33610 Job Truss Thus Type r r Cry Ply T18203853 76308 A2 HIP 1 1 J�Rfw... tional cnamoers l russ, me., Fon vierce, FL 6.32u S Aug z6 zuT 9 Ml l ex mausmes, IOC. Wea Sep 201 Z:4J:Vo eU I n ra9er I D:6U82O2bXflu?Om Etb114J4zKEV4-Bk9nGbrBdm9DcX2_BvAW zc9140M6XLi75JSrya4vK 7-0.8 11-4-8 12-10-0 17-2-0 24.2.8 4x4 = 4x4 = 3 4 Scale=1:40.5 IY 11 3x4 = 3x6 II 2YJ 3x6 = 2x3 I 3x4 = 3x4 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL O.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Met YES Code FBC2017/FP12014 CSI. TC 0.49 BC 0.39 WB 0.34 Matrix -MS DEFL- in Ved(LL) -0.08 Vert(CT) -0.17 Horz(CT) 0.04 Wind(LL) 0.17 (loc) Vdefl L/d 7-14 >999 360 7-14 >999 240 6 n/a rJa 7-14 >999 240 PLATES GRIP MT20 244/190 Weight: 113 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-5A oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 6=88210-8-0, 1=910/0-8-0 Max Horz 1=-184(LC 10) Max Uplift 6=-764(LC 12), 1=-788(LC 12) - FORCES. (lb) -Max. Comp_/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1670/1782, 2-3=-1251/1459, 3-4=-1179/1411, 4-5=-1256/1469, 5-6= 1746/1853 BOT CHORD 1-11=-1520/1490, 10-11=-1520/1490, 8-10=-982/1099, 7-8=-1582/1572, 6-7=-1582/1572 WEBS 2-10=-539/655, 3-10=-367/350,4-8=-405/377, 5-8=-6371756, 5-7= 28/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. - 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C EMedor(2) 0-M to 3-0-0, Intenor(1) 3-0-0 to 11-4-8. Extenor(2) 11-4-8 to 17-2-0, Intenor(1) 17-2-0 to 24-2-8 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chard 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 Qt=lb) 6=764, 1=788. Walter P. Finn PE No.22839 III ek USA, Ina. FL Ced6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 25,2019 ®WARNING- Vedrydeslgnpammefarsand READ NOTES ON TNISANOINCLUOEOMITENREFERANCEPAOEN674TJrev.laosav'5DEFOREUSE Design valid for use only with MRekO connectors. this design Is based only upon parameters shown, and Ls for on individual building component, not a truss system. Before use, me building designer must verity, file applicability of design parameter and properly incorporate this design Into the overall buildingdesign. Bracing Indicated Is to bucklingofIncMdualbuss web and/or chord members only. Additional temporary and permanent bracing WOW prevent is ciwoys required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regording the Park East Blvd. e d. ParkeEast fabrication, storage. delivery, erection and bracing of trusses and muss systems, SeaANSV1PD Quality Criteria. DSB-69 and 8=1 Building 9 Component Satety mformallonavailabie from Truss plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22312L Tam a a Job Truss Truss Type 1 I 01Y Ply T18203854 76308 A3 ROOF SPECIAL 1 1 Job Reference (national) Unampers I nes, mc., ran rrerGe, rL 0.040 5 Muy c oep m I- - ID:6U8202bXilu?OmEtbll4J4zKEV4-fvd9TwspTBuor 6EXuOP2A8KMU1W5asUwngs_Hya4vJ 614 10-10-12 14.6-11 17-7-1 24-2-8 -0- 6.414 4-5-14 3-7-15 31 ~ 6-7-7 Scale = 1:40.5 1.70 L12 45 = U12 = 3 21 22 4 3x4 = 3xB 11 2x3 11 3x8 = 3.6 = 3x4 = 4x4 = LOADING (psf) TOLL 20.0 TOOL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TO 0.45 BC 0.48 WB 0.27 Matdx-MS DEFL in Vert(LL) -0.17 Vert(CT) -0.37 Horz(CT) -0.04 Wind(-L) 0.20 (loc) Well Ud 7-13 >999 360 7-13 >790 240 6 n/a n/a 7-13 >999 240 PLATES GRIP MT20 244/190 Weight: 112 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc pur ins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 6=88210-8-0, 1=910/0-8-0 Max Hors 1=172(LC 11) Max Uplift 6=-764(LC 12). 1= 788(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1699/1715,2-3=-1301/1400, 3-4=-1238/1368,4-5= 1472/1522, 5-6=-1714/1767 BOT CHORD 1-10=-1440/1522, 9-10=-1440/1522; 7-9= 1104/1289, 6-7=-1480/1552 WEBS 2-9= 507/558, 3-9=-383/454, 4-9=-300/190,4-7=-354/455, 5-7=-405/551 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=22f ; B=45ft; L=24ft; eave=41t; Cat. II; Exp 0; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-10-12, Extenor(2) 10-10-12 to 13-10-12, Interior(1) 13-10-12 to 24-2-8 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 6=764, 1=788. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33B10 Date: September 25,2019 A WARNING- Verilydeslgnpammefmsand READNOMSONTRISANDINCLUDEDMffJ REF£RANCEPAGEMIF747amx. 10VU32015BEFOREUSE Design valid for use only with MTek® connectors. lhls design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must verify me applicability of design parameters and properly incorporate this design Into the overall buldingdesign. Bracing indicated bucldingofindividual tarssweb and/or chord members only. Additional temporary and pennanentbracing MiTek' Is to prevent Is always required for stability antl to prevent collapse with possible personal Injury, and property damage. For general guidance regarding the fabrication storage, deliver , erection and bracing of trusses and truss systems, seeANSi/1PI7 Qualipt1ys. CAedo, V3049 and BCSI Building Component 6904 Parka East Blvd. Sabty Infonnatbrgvalloble from Truss Rate Institute. 218 N. Lee Sheet Sulte 312, Alexandra, VA 22314, Tampa, FL 33610 Job Truss Truss Type 4 I 0ty Ply T18203855 76308 A4 ROOF SPECIAL 1 1 Job Reference (optional) unambers I runs, Inc., Fort Yietri rL 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:07 2019 Page 1 I D:6U8202bXfl u7OmEtbl 14J4zKEV4-77GXgGtRDUO1Tvh05oxebOhTgtNrq-Zd9RaPXkya4vl 6-413 9-5-15 17-4-15 24.2.8 6-413 3-1-2 7-11-0 6-9-9 Scale = 1:40.5 5x6 = 1.70 12 3 18 19 Ig 44 = 3x8 = 3x6 = 2.3 II 3x4 = 3x8 II ¢4-B 9.5-15 17-4-15 24.2.8 9-1-7 7-11-0 B-9-9 Plate Oftsets(XY)-- [1:0-0-4Edge1 [1:0-1-10Edge1 [3:0-3-80-2-0I14:0-6-00-1-131 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.10 8-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.22 8-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 HorI 0.05 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.18 6-11 >999 240 Weight: 103 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. fib/size) 5=882/0-8-0, 1=910/0-8-0 Max Ho¢ 1=144(LC 11) Max Uplift 5=-764(LC 12), 1=-788(LC 12) FORCES. (Ib) - Max. Comp./Ma c Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1639/1715, 2-3=-1465/1542, 3-4=-1390/1467, 4-5=-1753/1725 BOT CHORD 1-8=-1450/1480, 6-8=-1438/1587, 5-6=-1438/1578 WEBS 2-8=-296/425, 3-8=-319/478, 4-8=-395/331, 46=-16/297 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-11 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; E1gr D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-5-15, Exterior(2) 9-5-15 to 12-5-15, Interior(1) 12-5-15 to 24-2-8 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 fast 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 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 5=764, 1=788. Walter P. Finn PE No.22839 MiTek USA Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 25,2019 Q WARNWG-wrhpdesf9nparametemaad READ NOTES ON MOANDWCLUDEDMff NREPERANCEPAGEMIP74mdre.. 1NDY10150EPOREUSE. Design valid for use only with M9ea connectors.lhb design Is based only upon parameters shown, and 6 for on Individual building component, not a truss system. Before use, the building designer mustverify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing Indicated is to prevent bucIdIng of Individual truss web and/or chord members only. Additional temporary and permanent bracing s always required for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSWII Qualify Criteria. DSB49 and BC31 BWtlhg Component fietety Infolmatbmvoilable from Truss Plate Institute. 218 N. We Street Suite 312, Alexandria, VA 22314. MiTek' 6904 Parke East Blvd. Tampa. FL 33610 Job Truss Typer r 01y PlyT78203856 76308 AS LZO,SPECIAL 1 1 Job Reference o floral Chambers Truss, Inc., Fort Pierce, FL 8.320 a Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:08 2019 Page 1 ID:6UB202bKfl u?OmEtbl 14J4zKEV4-bJgncu3_oej43GdfJSt8bDgbHknZP2nO5Jz3Aya4vH 6-&9 84-1 14-0-13 20-3-2 24.2-8 6-3-9 1-&B 5-11-11 8-2-6 3-11-6 Scale =1:40.6 4x6 — 1.70 L12 3x4 = 3xB = axe = 3x4 = ass 11 3x4 = 3x8 II LOADING (ps1) TCLL 20.0 TCOL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171FP12014 CSI. TC.. 0.47 BC 0.36 WB 0.61 Matrix -MS DEFL in Vert(LL) -0.10 Vert(CT) .0.19 Horz(CT) -0.05 Wind(LL) 0.19 (loc) I/dell Ud 8 >999 360 7-8 >999 240 6 n/a n/a 8 >999 240 PLATES GRIP MT20 244/190 Weight: 1081la FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD. Structural wood sheathing directly applied or 4-9-3 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-2-14 oc bracing. WEBS 2x4 SP No.3 WEDGE Leff: 2x4 SP No.3 REACTIONS. (lb/size) 6=882/0-8-0, 1=910/0-8-0 Max Horz 1=115(LC 11) Max Uplift 6= 761 12), 1=-788(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1671/1737,2-3=-1563/1659, 3-4=-1478/1553,4-5=-2146/2170,5.6=-1943/1915 BOT CHORD 1-10=-1459/1498, 8-10=-1979/2090, 7-8— 1660/1781, 6-7— 1660/1772 WEBS 2-10=-251/387, 3-10= 584/641,4-10=-797/883, 5-8=-362/363 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 13-0-0, Interior(1) 3- to 8-1-1, Exterior(2) BG-1 to 11-1-1, Interior(1) 11-1-1 to 24-2-8 zone; cantilever left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 ps1 bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 6=764, 1=788. I` Walter P. Finn PE No.22839 MiTek USA Inc. FL Cad 6934 $904 Parke East Blvd. Tampa FL 33610 Dale: September25,2019 QWANNO/G-Verily Eas/ynparmslers end BE4DN0i ON 7NISANDWCLUDED AWEKNEFEB41NCEPAGEMIF74J3 rev. ld0.YTm5BEFORE USE Design valid for use only with MffakG connectors. this design 6 based Only upon parameters shown, and Is for an Individual building component not a bus system. Before use, the building designer must ver Me applicability of design parameters and properly Incorporate this design Into the overall burdingdesign. BrocinglndIcoledIstoprevent bucidingoflndvidualImasweband/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collopse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and nus systems, seeANSVIPtt Qualify Criteria, DSO-89 and SCSI BuadhD Component Safaty Informalbnavoilabie from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria VA 22314. MiTek' 61 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type r r City Ply T18203857 76308 ATA ATTIC 5 1 Job Referenra (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 2512:43:09 2019 Page 1 3x10 = 3x4 11 5,S = 5.8 MT18HS = 3.6 = 5x6 = 3.4 11 441 7-016-3-0 18I5543 B3B N 242-8 Scale = 1:40.3 3x10 = Plate Offsets (X Y)-- [1:0-10-1 0-0-91 [5:0-3-0Edge] [9:0-10-1 0-0-91 [11:0-3-0 0-0-81 [13:0-3-0 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.27 11-13 >999 360 MT20 244/190 ,. TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.4611-13 >635 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.04 9 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(I-Q 0.2511-13 >999 240 Weight: 126 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc pur iris. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 8-8-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (IWsize) 1=1085/0-8-0, 9=1022/0-8-0 Max Horz 1= 195(LC 10) Max Uplift 1=-071(LC 12), 9=-632(LC 12) Max Gmv 1=1238(LC 20), 9=1165(LC 20) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2340/1361, 2-3=-2359/1223, 34=-2027/1135, 4-5=-61/521, 5-6=-63/525, 6-7=-2021/1140,7-8=-2374/1244, 8-9= 2690/1616 BOT CHORD 1-14=-1113/2207, 13-14=-1113/2207, 11-13=-815/2060, 10-11=-135312473, 9-10=-1353/2473 WEBS 7-11=-299/800, 3-13=-25Cv752,4-6= 2595/1283,2-14=-447/95,2-13=-353/386, 8-11=-690/693 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=22ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-1-4, Exterior(2) 12-1-4 to 15-1-4, Interior(1) 15-1-4 to 24-2-8 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 150.01b AC unit load placed on the top chord, 12-14 from left end, supported at two points, 5-0-0 apart. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psQ on member(s). 34, 6-7, 4-6 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psr) applied only to room. 11-13 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 1=671, 9=632. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cell 6834 61 Parke East Blvd. Tampa FL 33910 Date: September 25,2019 OWARN/NG- Verllydeslgnpammelersend READ NOTES ON THISANDINCLUDEDMREKREFERANCEPAGEMO.74nJ , lnrtd1solSBEFORE USE Design valid for use only with MBek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a muss System. Before use, the building designer must verity the applicability of design parameters and propery Incorporate this design Into the overall bulmingdesign. Bracing Indicated is to prevent buckling of indMtlual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal In;ury and property damage. For general guldonce regarding the storage, delivery, erection and bracing of trusses and muss systems, seeAN3UIPt1 Cu CdlMdo, DSO-89 and BCSI Building Component Seraty InfermationavaJable from Truss Plate Institute. 218 N. Lee Street Suite 312. Alexantlrlo. VA 22 14. MiTek• Parke East t Blvd. Tam a, FL East 0 P Job Truss Truss Type r r Oly Ply T18203858 76308 B Common 2 1 _Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:09 2019 Sx6 — Scale = 1:25.2 2x3 11 S"5 = 3x5 = [o Plate Offsets (X Y)-- f 1:0-0-14 Edge) f3:0-0-0 0-0-5f LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(L-) -0.11 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.21 4-7 >891 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Wind(LL) 0.19 4-7 >948 240 Weight: 52 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=564/0-", 3=564/Mechanical Max Horz 1=124(LC 11) Max Uplift 1=-489(LC 12), 3=-489(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-897/973, 2-3=-902/981 BOT CHORD 1-4=-7231765, 3-4= 723/765 WEBS 2-4=-91/346 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 no purlins. BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 3-", Interior(1) 3-0-0 to 7-9-12, Exterior(2) 7-9-12 to 10-9-12, Interior(1) 10-9-12 to 15.3-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pal bottom chord live load nonconcumimt 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-" 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 Qt=lb) 1=489, 3=489. Waller P. Finn PE No.22839 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 Q WARNING-1flvirrydeaf9npammeferseOCBE41) NOTES ON TN/SANDMCLUDEOMREKREFERANCEPAGEM&74TJrev. 1GA'92015BEFORE USE Oeslgn valid for use only with Meek® connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a tun system. Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated B to prevent buckling of lndMdual puss 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 fabrlcaflon, storage, delivery, erection and bracing of trusses and fuss systems, seeANSUIPl1 CuaII1y C18oda, DSB49 and BCSI BuSdkrg Component 3019ry Infamatbmvallable from Truss Plate Institute, 218 N. use Sheet, Suite 312. Alexandria, VA 22314. MiTek' 6904 Parke East Blvd. Tampa, FL W610 Jac, russ Truss Type Fly T18203859 76308 FLA Floor 6 1 Job Reference (optional) 0.3.8 2-6-0 H1 eam Is nug zazma mrex inausmes,inc. wease->ra:aaazm s ruyn ID:6UB202bXflu?OmEtb114J4aEV4-LSz4G117U?oYO5r SF7d5nX kC4Jx5g51GWT,'ya4tf 1178 200 117B 02 S e = 1:38.0 3x4 = 6x8 = 3x6 = 3x4 = 3x4 = 3x6 FP= 3.6 = 2 3 4 5 6 7 8 9 10 22 21 20 19 18 4x12 = 3x8 = 3x6 FP= Sx12 MT18HS SP= 17 16 15 3x8 = 4x12 = 6x8 = 3x4 = 12 13 0 I919 14 R0 103-0 111-3-0 112-3-D 1 22-2-8 22-6r0 n!v.a -sl-a n.o.a Plate Offsets (X.Y)— [1:0-1-8,Edge] [6:0-1-8 Edge][7:0-1-8 Edge][13:0-1-8 Edge][14:0-1-8 Edgel [17:0-1-8 0-0-01 [18:0-1-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.48 17-18 >543 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -0.6617-18 >393 360 MT18HS 244/190 BCLL 0.0 Rep Stress Inor YES WB 0.55 Horz(CT) -0.09 13 n/a n/a BCDL 5.0 Code FBC20177TP12014 Matrix-S Weight: 114 lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD Sheathed or 6-0-0 oc puffins, except end verticals. BOT CHORD 2x4 SP M 30(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) *Except* 1-21,13-15: 2x4 SP M 30(flat) REACTIONS. (lb/size) 1=1199/0-3-0, 13=1199/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ito) or less except when shown. TOP CHORD 1-2=-2334/0, 2-3=-2330/0, 3-4=-2330/0, 4-5= 4984/0, 5-6=-4984/0, 6-7=-5362/0, 7-8=-4984/0, 8-9=-4984/0, 9-10=-4984/0, 10-11=-2330/0, 11-12=-2330/0, 12-13=-2334/0 BOT CHORD 20-21=0/3944, 19-20=0/5362, 18-19=0/5362, 17-18=0/5362, 16-17=0/5362, 15-16=0/3944 WEBS 1-21=0/2542,4-21=-1784/0, 4-20=0/1150,5-20= 297/37,6-20=-873/136,13-15=0/2542,10-15=-1784/0,10-16=0/1150, 8-16=-297/37, 7-16=-873/136 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 2x3 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 19=11 5) Recommend 2x6 stiongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131° X 3°) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart SSU 6904 Parke East Blvd. Tampa FL 33810 Data: September 25,2019 WARNING- VeNlydeslSnparemefx;.d READ NOTES ON TNISAND INCLUDED MIrEKflEFERANCEPAGEM6747axev. IdDY1of5BEFOREUSE 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 tress system. Before use, the building designer must verify Me applicability of design parameters and properly Inception, Ins design into the overall building design. Bracing Indicated b to prevent buckling of lndNidualtruss 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 foodoation, storage, delivery, erection and bracing of fusses and truss systems, seeANSVID11 Quality CMedo, DS549 and BCSI Building Component Solely Infermatbrwoiloble from Truss Plate Institute. 218 N. Lee Street suite 31Z Nexcndrla, VA 22314. MiTek- 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18203860 76308 FLB Floor 1 1 _ Job Reference (optional) Ghambers Truss, Inc., Fort Pieme, FL 0-3.8 H 2H 60 6.8 =3x4 = 1 2 19 3x6 2.3 II 3 8.320 Is Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:112019 Page 1 ID:6U8202bXflu70mEtbl l4J4zKEV4-OuW 2WewyH)W IxX_BKROalErDdVi9mnGD43YdgVya4vE 1-11-8 2-0-0 2-34 00-9-55� �' ca5 le='1:35.4 W 11 6xB = 3x8 = 3A FP= 3x4 = 2x3 II 3x8 = 2.3 II 3x4 = 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 5xl0 = 6x8 = 3x6 II 5x6 It 5x10 = 3x6 II 1216 U38 10-3-0 11$0 12-3-0 �J 19-10.12 20&1 d. 111.a —� 1nn 1.M1n M1M!a 7. l o.a-s Plate Offsets (X Y)-- [1:0-1-8 Edger [7:0-1-8 Edger [8:0-1-8 0-0-01 (12:0-1-8 Edger (14:0-3-8 Edger [15:0-3-0 Edgel [18:0-5-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ucl PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.30 16-17 >779 480 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(CT) -0.41 16-17 >570 360 BCLL 0.0 Rep Stress their YES WB 0.52 Horz(CT) -0.07 12 r✓a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 131 lb . FT=20%F, 1ME LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-" oc pudins, BOT CHORD 2x4 SP M 30(flat) except end verticals. WEBS 2x4 SP No.3(flat) *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 ad bracing. 1-18,12-14: 2x4 SP M 30(flat) REACTIONS. (lb/size) 1=1071/0-3-0, 12=1071/0-9-0 FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2155/0, 34=-2150/0, 4-6=-4378/0, 6-7=4378/0, 7-8=-4416/0, 8-9=-4416/0, 9-10=-2130/0, 10-12=-2134/0 BOT CHORD 17-18=0/3569, 16-17=0/4416, 15-16=0/4416, 14-15=0/3585 WEBS 7-16=-314/120, 8-15=-254/0, 1-18=0/2326,4-18=-1554/0, 4-17=0/886, 6-17=-260/0, 7-17=-580/368, 12-14=0/2304, 9-14=-1594/0,9-15=0/1091 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 stmngbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Off (0.131' X 3') nails. Stmngbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Walter P. Finn PE No.21839 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 Q WARNWG-Vetlty Cesf9npelemeferasnEREADN07ES ONTMSANDWCLUOEDMI KREF£RANCEPAGEMX74MJr .. 10MYtO15B£FOREUSE Design valid for use only Win MSek® connectors. This design Is based Only upon parameters shown and Is for an hdNidual building component, not a truss system. Before use, the building designer must verify the opplicablty, of design parameters and properly Incorporate mts design Into me overall building design.Bracing indicated is to prevent buckling of hdMdual truss web and/or chord members only. Additionol temporary antl 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 WeANSVIPII Quality Crdrrdo, DS649 and Bpi Building Component 6904 Palle East Blvd. Safety Informalbrvsoviloble from Truss Plate InsStute, 218 N. Lee Street. Suite 312, Alexandria VA 22314. Tempe, FL 33610 Job Thus Truss Type • r Of y Ply T18203861 76308 FLC Floor 1 1 Job Reference (optional) cnamoers 1 mss, me., ton 'terse, rL 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:11 2019 Page 1 ID:6U8202bXflu?0mEtb114J4zKEV4-OuW2WewyH]W IxX_BKROalErEBVi6miBD43YdgVya4vE 0-3-8 F-i 2-6-0 1-n-� 2-0-0 1 1-10-7 00-9-5-5 l ca15' e=1:25.9 6x8 = 3x4 = 1 2 11 2.3 11 3.4 = 2r 11 3x4 = 2x3 11 3x4 = 6x8 = 3 4 5 6 7 6 9 15 14 13 12 11 6x8 = 10 3x6 11 6x10 = 6x8 = 3x6 II 3x6 11 Q 3-� 10-3-0 11-3-0 12-3-0 ^24-8 144-] 15-1-12 d.a.p Plate OHsets(XY)— [1:0-1-8Edge] [6:0-1-8,Edge1 [7:0-1-80-0-01[9:0-1-BEdge] Ill:0-1-8Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Mail Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC _ 0.32 Vert(LL) -0.18 12-13 >941 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(CT) -0.24 12-13 >689 360 BCLL 0.0 Rep Stress Incr YES WB 0.84 Hoa(CT) -0.03 9 n/a ni BCDL 5.0 Code FBC2017ITP12014 Matti Weight: 9611b FT=20%F, IME LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP M 30(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=768/0-3-0, 9=768/0-9-0 FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 fill) or less except when shown. TOP CHORD 1-3=-1455/0, 3-4=-1450/0, 4-5=-2394/0, 5-6=-2394/0, 6-7=-1560/0, 7-9=-1562/0 BOTCHORD 13-14=0/2211, 12-13=0/1560, 11-12=0/1560 WEBS 6-12=-571/0,7-11=-286/0, 1-14=0/1569, 4-14=-834/0,5-13=-282/0, 6-13=0/994, 9-11=0/1774 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod 0634 6904 Parke East Blvd. Tampa FL 33610 Data: September 25,2019 Q WARNING-Vedrydeslgnparemeterean4READNOTES ON MOI DWCLUD£DMITEKREFERANCEPAGEMI47473.- 1dNS¢p158EFOREUSE Design valid for use only witn Ml connectors. ID6 design Is based only upon parameters shown, and Is for on individual building component, not a truss system. Before use, me building designer must verity the applicability of design parameters and properly incorporate this design Into me overall building design, Bracing indicated is to prevent bucAing of Individual Muss web and/or chord members only. Additional temporary and permanent bracing Is always required tar stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Muss systems, seeANSMII Qua" fy CRnla, OSB49 and BCH Building Component Safely Nfonnw atlanolloble from Truss Plate Institute, 218 N. Lee Street Sure 312, Alexoncift VA 22314. MiTek' 6904 Palle East Bhd. Temps, FL 33610 Jab Truss Type a ty Ply FFLD T18203662 76308 Floor ri 1 _ _Job Reference (optional) unarnoers i russ, Inc., Von Fierce, FL 0-3-B H 3x4 = 2 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:12 2019 Page 1 ID:6U8202bXflu?OmEtbll4J4zKEV4-U44pk_xa2le9ZhZOu9XpIRORFu92VGaNJIHACxya4vD 0-7-8 2-3-11 0-9-5 rScale =1:18.5 W II 3x5 = 3 4 2x3 11 3x4 = 4.6 11 5 6 7 12 11 10 9 8 2,,3 11 3.6 = 2x3 11 3.6 = 2.3 11 11-3-Q 8.10.3 Itad Plate Offsets (X Y)-- 11:0-3-0 Edoel 17:0-3-0Edgel f8:0-1-8 Ednel LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grp DOL 1.00 TC 0.17 Vert(LL) -0.02 10 >999 480 MT20 2441190 ,. TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(CT) -0.02 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) -0.00 7 n/a rVa BCDL 5.0 Code FBC2017/TP12014 Matdx-S Weight: 541b FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP M 30(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=464/0-3-0, 7=464/0-9-0 FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3= 733/0, 3-4=-728/0, 4-5=-743/0, 5-7=-747/0 BOT CHORD 10-11=0/802, 9-10=0/802 WEBS 7-9=0/811, 1-11=0/795, 5-9=-267/0 NOTES- 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131 ° X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 0634 6904 Parke East Blvd. Tampa FL 33610 Data: September 25,2019 A WARNING-Venrydeslgnp mmeamsamfRE0%ONOTE5 ONTHISANOINCLUOEDMR KBEFENANCEPAGEMX74"mr 10=015SEFONEUSE Design valid for use only with MOek® connectors. This design Is owed only upon parameters shown, and b for an Inc Mdual bulltling component, not a muss system, Before use, the building dedgner must verity the opplicabllity of design parameters and properly Incorporate Mlls design Into the overall bulltling design. Bracing indicated is to prevent buckling of individual ruse web and/or chord members only. Additional temporary antl permanent bracing Is always reculred for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the MiTek' fabrication, storage, delivery. erection and bracing of musses and muss systems. seeANSVIPtt Quality Cili PS349 card BCSI Bu48Fp Component 6904 Parke East Blvd. Safely Inlonealbmvoiloble from Truss Plate Insulate. 218 N. We Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type • q1y Ply T18203863 76308 FILE Floor 1 1 Jab Reference (ootionall wamoers I mss, ma, ran rierce, rL 0-3-B 3.6 II 1 3x4 = INS 11 F 2 3 4 8.320 a Aug 28 2U19 MiTek Indmtnes, Inc. Wed Sep 2512:43:12 2M U rage 1 ID:6U8202bXflu?OmEIb114J4ZKEV4-U440k_xa21 e9ZhZOu9Xpl ROTJuBJV LbNJj HACxya4vD 3x4 = 3x6 II 5 2x3 II 3x5 = 2x3 11 B 7 6 0.3-8 1.9-14 3-3-15 4-1-3 41-4 1 non 1 1.e.e 1 s-s_x 1 a.r 0-9.5 Plate Offsets (X Y)-- 16:0-1-e Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.04 Vert(LL) -0,00 8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) -0.00 8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 5 n/a Na BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight: 25111 FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins, BOT CHORD 2x4 SP M 30(flat) except end verticals. WEBS 2x4 SP No.3(Bat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS, (Ib/size) 1=160/0-3-0, 5=160/0-9-0 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131 ° X 3°) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Walter P. Finn PE NO2U39 MTek USA Inc. FL Cart 68U 6904 Parke East Blvd. Tampa FL 33610 Dale: September 25,2019 Q WARNING- Verity design parameters end BEAD NOTES ON TN/SANOINCLUOEO NITEKNEFENANCECAGEA11P74nn,. fausaoISBEFORE USE Design valid far use only with Jvl connectors. This design Is based only upon parameters shown and Is for an Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate Mls design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Addiflonal temporary antl permanent bracing Is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding Me fabrication storage, delivery, erection and bracing of muses and trusssystems, seeANSURIt QualNNyy CMeM, DS049 and BCSI Building Compamant Sabty ImUmnatbrxsvailable from Truss Plate Institute, 218 N. Lee Street SLife312 Alexanddo. VA 22314, MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type 0ty Ply T78203864 76308 FLF Floor 1 7 Jab Reference (optional) wunmers r mss, Inc., run rrome, rL B.32U s Aug 2B 2U19 MI I eK Inaustnes, Inc. wea Sep 2512:43:13 ZU19 Vogel ID:6U8202bXflu?OmEtbl l4J4zKEV4.yGeoxKyCpKmOBgeaSs22quflUaEokW XNl kkNya4vC 0-3-8 3x6 3x4 = 1 1-8-8 2 3 44 = 2-6-0 4 2x3 II Scale = 1:9.3 3x4 = 6 5 3x4 = Plate Offsets (X Y)— f 1:0-3-0 Edge] [4:0-1-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Le PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.19 Vert(LL) -0.00 6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.13 Vert(CT) -0.05 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 rda n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-P Weight: 261b FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 1=238/03-0, 5=238/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-5=-263/0, 3-6=-288/0 Structural wood sheathing directly applied or 4-9-0 0o purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Refer to girder(s) for truss to truss connections. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131 ° X T) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 Q WARNWG- Vexl/ytleslgn ParamefereanOREAD NOTES ON TNISAND/NCLUDEDMIIEKREFERANCEPAGEMX7=.v. lMMIQVISBEFORE 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 property Incorporate this design into the overall buildingdesign. Bracing Indicated Is to prevent buckling of Individual from web and/or chord members only. Addiflonaitempororycndpe4 onentbracing 6 aiwaysrequkedfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. weANSWIM Quality CmBda, DSB-89 and BCSI BuIll Camponont Soffit, Nformalbnovaiioble from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandria, VA 22314 MiTek' 6904 Pa*e East Blvd. Tampa, FL 33610 Jab Truss Truss Type • pry Ply T18203865 76308 FLG Floor 1 1 Joh Reference o tional Unarnoers Truss' IF run rrorue, rL a.JGU s Aug ZB zU19 MneK Inamtnes, Inc. Wed SOP 251-L:43:13'LUIU rage 1 ID:6U8202bXflu4OmEtbll4J4zKEV4.yGeoxKyCpKmOBgeaSs22gf)OIW 8EpsWXNlkkNya4vC 0-3-8 4x6 II 3x4 = 1 2-6-8 3 4x3 II Scale =1:9.4 4 3x4 = LOADING (ps' SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) 0.00 5 "" 480 - MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(CT) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-P Weight: 181b FT=20%F, II%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 3-1-0 cc pudins, BOT CHORD 2x4 SP M 30(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/size) 1=147/0-3-0,4=147/Mechanical FORCES. (Ib) -Max Comp./Max. Ten. -A[] forces 250 (Ib) or less except when shown. NOTES- 1) Refer to girder(s) for truss to truss connections. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-10d (0.131 ° X 3°) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cent SOU 69M Parke East Blvd. Tampa FL 33610 Date: September 25,2019 O WARNWG-Verity design Parsmefersamf READ NOTES ON MMANDINCLUDEDMIlEKRUF ANCEPAGEMIF74TJ rev. 104IX340150EFOHE USE Design valid for use any with MTek® connectors. This design Is based only upon parameters shown. and Is for an IrcMduol building component. not a truss system, Before use, The building designer must verify the oppllcablllty, of design parameters and properly Incorporate this design into the overall buadingdeslgn. Bracing Indicated is to prevent buckling of Individual muss web and/or chord members only. Additional temporary and permanent bracing Is aiwoys required for stability, and to prevent collapse with possible personal Injury and property damage. For general guidance regard ng the fabcaffon, storage, delivery, erection and bracing of musses and truss systems. seeANSUTPII CualMy CMeda, DSB-59 and SCSI Buldhp Component Safety Informatiomvollabie from Truss Plate Institute. 218 N. We Street Suite 312, Alexandria, VA 22 y14, MTek• 6904 Parke East BNd. Tampa, FL 33610 Job Truss Truss Type Oly Ply T18203866 76308 GFA GIRDER 2 2 Job Reference (optional) unamoers i runs, Mo., Pon Pierce, PL 5x6 1 5x6 = 4x4 = 2x3 II 2 3 4 8.320 s 44 = 3.6 = 5 6 2019 MiTek Industries, Inc. Wed Sep 2512:43:14 2019 Page 1 tJ4zKEV4-OTBB9tygaewo jm?aZHNsTkddjz38frn1 mHHgya4vB 1-2-3 22-6-0 T2.1 3-3-13 Scale = 1:37.9 44 = 5x6 = 6x8 = 7 8 9 18 17 19 16 15 14 13 12 11 10 3x4 II 7.8 = THD26-2 5x6 = 6A = 4x8 = 4x4 = 5x6 = 6xB = 3x4 II THD26-2 LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress [nor NO Code FBC2017/TP12014 CSI. TC,- 0.29 BC 0.97 WB 0.89 Matrix -MS DEFL. in (loc) Vdefl L/d Vert(LL) -0.4013-14 >661 480 Vert(CT) -0.55 13-14 >485 360 Hoa(CT) 0.04 10 n/a n/a PLATES GRIP MT20 2441190 Weight: 248 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc puriins, BOT CHORD 2x6 SP No.2 *Except* except end verticals. 10-15: 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 1-18,9-10: 2x6 SP No.2 REACTIONS. (lb/size) 18=1458/Mechanical, 10=1464/Mechanical FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1309/0, 1-2=-3950/0, 2-3=-6561/0, 3-4=-7263/0, 4-5=-7263/0, 5-7=-7350/0, 7-8=-6180/0, 8-9= 3830/0, 9-10=-1248/0 BOT CHORD 17-18=0/360, 16-17=0/3950, 14-16=0/6561, 13-14=Of7350, 12-13=0/6180, 11-12=0/3830, 10-11=0/424 WEBS 1-17=0/3759, 2-17=-1068/0,2-16=0/2727, 3-16=-52810, 3-14=01734,4-14=-303/0, 5-13=-296/0, 7-13=0/1223,7-12= 672/0, 8-12=0/2454, 8-11=-988/0, 9-11=0/3566 NOTES- 1) 2-ply truss to be connectetl togetherwith 10d (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 Do. Bottom chords connected as follows: 2x6 - 2 rows staggered 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) The Fabrication Tolerance at joint 6 = 20%, joint 15 = 20 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3°) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Use USP THD26-2 (With 18-16d nails into Girder & 12-1 Od nails into Truss) or equivalent spaced at 14-5-0 oo max starting at 4-10-8 from the left end to 19-3-8 to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in Contact with lumber. LOAD CASE(S) Standard 1) Dead+ Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-9= 100, 10-18=-10 Concentrated Loads (Ib) Vert: 11=-226(F) 19=-271(F) Walter P. Finn PE No.22839 MiTek USA Inc. FL Can 8634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 A& WARNING- VeNlydesrgnpar4meterseed READ NOTES ON THIS AND INCLUDED MmEKREFERANCE PAGE M11­7423rv. 1Na129159EFORE USE Design volld for use only with MiTeela connectors. INS design is based only upon parameters shown and is for on Individual bustling component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into Me overall bulldingdesign. Bracing indicated 6loprevent buckling ofIndividual truss; web and/or chard members only. Additional temporary and permanent brocing isaiwoysmquired for stability, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobricatlon, storage, delivery, erection and bracing of trusses and cuss systems. seeANSUrell Quality GdM11o, DBB49 and SCSI Building Compoment BofNy hdoamutiono,d obie from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria, VA 22314. MiTek' 69M Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type • 76308 GFB GIRDER�Rfr,,c, ::��Jb tional Chambers I russ, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:15 2019 Page 1 ID:6U8202bXflu?OmEtb114J4zXEV4.uflZM?zSLyOkQBIzZH4Ww40yc6BEijMp?hW gpGya4vA 4X4 = 2 3X4 11 THD4fi 3X4 II 4X4 = 3 Scale = 1:9.4 3-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.10 Vert(LL) -0.00 3-4 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(CT) -0.00 3-4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix -MP Weight: 371b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc pudins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=281/Mechanical, 3=281/Mechanical FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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 0-9-0 oc. Webs connected as follows: 2x4 - 1 now, 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 (8), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131 ° X 3°) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Use USP THD46 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 1-8-0 from the left end to connect tmss(es) to back face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead+ Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-100, 3-4=-10 Concentrated Loads (Ib) Vert: 5= 228(B) Walter P. Finn PE No.23639 MiTek USA, Inc. FL Ced 663E 690E Parke East Blvd. Tampa FL 33610 Date: September 25,2019 Job Truss Truss Type r 01y Ply jGFC T78203868 76308 GIRDER 1 2 Job Reference (optional) . =N. o.Jeu s Mug eo 4u ro mu eK lnausmes, mc. wea bep zb 1z:nb:1 b zu1 u rages I D:6UB202bXfl u?OmEtb114J4zKEV4.uflZM?ZSLyOkQBIzZH4 W w4Oyc6BxijMp?hW gpGya4vA 4 44 = 2 3.4 11 3x4 II 5 THD46 4x4 = 3 Scale =1:9.4 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grp DOL 1.00 TC 0.10 Ven(LL) -0.00 3-4 >999 480 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(CT) -0.00 3-4 >999 360 BCLL 0.0 Rep Stress ]nor NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 1 5.0 Code FBC2017fFP12014 Matrii Weight: 37 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc pudins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=236/Mechanical, 3=236/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) 2-plytmss 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 staggerad at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 Do. 2) All loads are considered equally applied to all plies, except if noted as fmnt (F) or back (B) face in the LOAD CASES) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131 ° X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Use USP THD46 (With 18-16d nails into Girder & 12-1 Od nails into Truss) or equivalent at 1-8-0 from the left end to connect Muss(es) to front face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plo Vert: 1-2=-100, 3-4=-10 Concentrated Loads (Ib) Vert: 5=-137(F) Walter P. Finn PE No12839 MiTek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 ®WARNING- 9edly deslan paramerensand READ NOTES ON MISAND INCLUDED MREKREFERANCEPAGEM4-7473mv 10=W15BEFORE USE Design volidfor use only whhMBeMcorrectors. Ihis design 6 based only upon parameters shown. and is for an Individual building component not a hu-system. Before use, me building designer must verify me 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 lnlury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSgrpII Qua' C�Mb, DS"9 and SCSI Bulding Component Safety Informatioma diobia from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Mesantlrla, VA 22314. �!- `■ MiTek' 69M Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type I ply Ply T78203869 76308 GRA ROOF SPECIAL GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 2512:43:16 2019 Page 1 Scale=1:40.7 5xe MT18HS = 5.11 MT18HS= 4x6 = 3x4 II — 4x8 = 5x6 = '"' 0-4-8 5.4-8 &&0 73-11-e 18.9-2 24-2-8 4- 5-0-0 4-3-8 4&8 4-9-10 5.5-6 Plate Offsets (X 1)-- [1:0-2-1 0-0-11 [2:0-5-12 0-2-81 [4:0-5-4 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Ven(LL) -0.20 10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.36 9-10 >810 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WR 0.96 Hom(CT) -0.08 7 n/a ' n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.41 10 >705 240 Weight: 1301b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or3-3-14 oc puffins. BOT CHORD Rigid ceiling directly applied or4-0-12 oc bracing. REACTIONS. (lb/size) 1=1587/0-8-0, 7=1151/0-8-0 , Max Horz 1=126(LC 7) Max Uplift 1=-1534(LC 8), 7= 1056(LC 8) FORCES. (I s) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3163/3093, 2-3=-4118/4056, 3-4=-4118/4056, 45=-3982/3868, 5-6=-2558/2426, 6-7=-2665/2493 BOT CHORD 1-12=-2723/2860, 10-12= 2729/2873, 9-10=-3236/3545, 8-9=-1841/2092, 7-8=-2220/2442 WEBS 2-12=-93/281, 2-10=-1292/1399, 3-10= 300/460,4-10=-10041751,4-9=-1942/1987, 5-9=-2431/2520, 5-8=-334/398, 6-8=-213/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 (jt=lb) 1=1534, 7=1056. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 251 Ib down and 438 Ib up at 5-4-8, and 101 lb down and 1821b up at 7-54 on top chord, and 126 Ile down and 144 Ile up at 5-4-8, and 48 Ib down and 481b up at 7-54, and 5591le down and 581 Ile up at a-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-2=-54, 24= 54, 4-5=-54, 5-7=-54, 1-7=-20 Concentrated Loads (Ib) Vert: 2= 154(F) 12=.126(F) 19=-61(F) 22=-46(F) 23=-559(F) Walter P. Finn PE No22839 MTek USA, Inc. FL Cad 6634 8904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 QWARNING-Vedfxdes11nPeremeteseend REAUNOrES ON TNLSAND INCLUDED MNEKREFERANCEPAGEMII.74x3nw. nYU342015BEFORE USE Design valid for use only with Mirel'9 connectors. This design is based only upon parameters shown, antl Is for an intlividual bullding component, not a truss system. Before use, the bullding designer must verity the applicability of design parameters and properly Incorporate Mb design Into the overall bullding 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 fabricofion, storage, delivery, erection and bracing of trusses and truss systems, seeANSNIPII Quality Cdteda, DSB-89 and 301 Bukdlep Component Safety informationavalloble from Truss Plate Institute. 218 N. Lee Sheaf, Suke 312, Alexandria, VA 22314. MiTek' 6904 Parke East BNd. Tampa, FL 33610 Job Truss Truss Type ' Cry Ply T18203870 76308 GRB ROOF SPECIAL GIRDER 1 1 Job Reference (optional) IAIWIIUU15 I lubb,n , rVu flerae," a.32USAUa2B2Ul9Mllextnausines.lnc. Wea5eDL51L:43:1/201a 4x5 = 1.70 12 5.00 12 2 Scale=1:41.6 ]g 3x4 = 3x4 = 3x6 = 4x4 = W II NAILED a 34 = 3x6 II NAILED LOADING (psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/rP12014 CSI. TC 0.69 BC 0.56 WB 0.68 Matrix -MS DEFL. in Ve I(LL) -0.26 Vert(CT) -0.49 Horz(CT) -0.08 Wind(LL) 0.57 (loc) Wait Ud 9-10 >999 360 9-10 >598 240 7 Na Na 9-10 >509 240 PLATES MT20 MT18HS Weight: 98 lb GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc puffins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-1-13 oc bracing. WEBS 2x4 SP No.3 *Except* 6-8: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 7=1029/0-9-4, 1=919/0-8-0 Max Horz 1=87(LC 24) Max Uplift 7=-1162(LC 5), 1=-809(LC 8) FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1691/1491, 2-3=-1574/1465, 3-5=-2664/2439, 5-6=-3332/3431, 6-7=-3259/3368 -" BOT CHORD 1-12=-1233/1508, 10-12=-2260/2620, 9-10=-3323/3272, 8-9=-0323/3272, 7-8=-3118/2970 WEBS 2-12=-464/581,3-12=-1224/1236,3-10=-285/346, 5-10=-706/1100, 6-8=-5021726 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live lead nonconcunent 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 joints) except Qt=lb) 7=1162, 1=809. 7) "NAILED" indicates 3-10d (0.148'x3°) or3-12d (0.148'x3.25') toe -nails per NOS guidlines. 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: 1-2=.54, 2-6= 54, 6-7=-S4, 13-16=-20 Concentrated Loads fib) Vert: B=-146(8=-65) 25=-11(B) Walter P. Finn PE NoIN39 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 Q WANNDIG-vetly Eedgnpeamelereand READNOIES ON 7NISAND INCLUDED arERBEFEBANCEPAGEAfs.74J3rev. laN32015BEFOHEUSE Design valid for use only with MBeW connectors. This design is based only upon parameters shown. and 6 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 bulldIngdesign. Bracing indicated Is to prevent bucWingoflntlNidualtrussweband/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, seeAN8U0'Il paopy CdfMdo. DSI and BCSI Balding Component Snbly Inlomlationcyalable from Truss Plate Institute. 218 N. Lee Sheet, Suite 312, Nexandrlo, VA 22314. ��- M!Tek' 6904 Parke East BN3. Tampa, FL 33610 Job Trass Truss Type x Ply76308 GRC ROOF SPECIAL GIRDER rly 1 JJob Reference (optional leers i russ, Inc., ran rierce, rL 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 2512:43:18 2019 Page 1 ID:6UB202bX11u4OmEtbl I4J4zKEV4.I ERh_I OLetPJHcl YEPeDXieJtJ3wvxyFhekVObya4v7 5-3-7 9-5-10 13-8-3 20-9-11 5-3-7 5.00 12 3x5 = 4x6 It 44 = 20 1.70 12 25 a e6 - 21 za 3x4 = 46 = 4x4 = 2x3 II Scale =1:33.6 5x8 MT13HS 11 3x10 = 5x8I`4l 11 4-4-8 5-3-7 9-5.10 1 13-8-3 1 20.0.10 �0-9-1[ d-4- 4-10-05 4-2-3 4-2-8 0.9-1 Plate Offsets (X Y)-- r1:0-0-2 Edgel r1:0-0-0 0-11-61 15:0-3-9 Edgel 15:0-0-e Edgel r5:0-0-4 3-2-51 LOADING (sell SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC,- 0.74 Vert(LL) 0.58 6-7 >434 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.44 6-7 >565 240 W18HS 244/190 BCLL 0.0 ' Rep Stress [nor NO WB 0.52 Horz(CT) -0.10 5 r/a War BCDL 10.0 Code FBC2017/TP12014 Mobil Weight: 85111 FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (lb/size) 1=1164/0-8-0, 5=1050/2-3-10 Max Hoa 1=-75(LC5) Max Uplift 1=-1187(LC 8), 5=-1237(LC 5) FORCES. (Ib) -Max. Comp./Maul. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2325/2459, 23=-2201/2372, 3-4=-3447/3776, 4-5=-4254/4875 BOT CHORD 1-9= 2122/2099, 7-9=-3605/3402, 6-7=-4752/4205, 5.6=-4752/4205 WEBS 2-9=-939/916,3-9=-1377/1564, 3-7= 354/375,4-7=-830/1183 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc pudins. BOT CHORD Rigid ceiling directlyapplied or 3-2-11 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=22tt; B=45ft; L=241t; eave=411; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 20.0psl 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 1001b uplift at joint(s) except (jt=lb) 1=1187, 5=1237. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 120 lb down and 293 16 up at 5-3-7, 86 Ib down and 156 Ib up at 7-6-5, 68lb down and 130 lb up at 9-6-5, 50 lb down and 101 lb up at 11-6-5, and 36 lb down and 72 lb up at 13-6-5, and 25 Ib down and 43 lb up at 15-6-5 on top chord, and 279 Ib down and 370 lb up at 5-3-7, 49 lb down and 49 Ib up at 5-6-5, 41 lb down and 45 lb up at 7-6-5, 33 Ito down and 41 lb up at 9-6-5, 25 lb down and 36 lb up at 11-6-5, 18lb down and 32 Ib up at 13-6-5. and 11 Its down and 30 lb up at 15-6-5, and 81 lb down and 139 Ib up at 17-6-5 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: 1-2=.54, 2.5=-54, 10-15=-20 Concentrated Loads (Its) Vert: 2=-64(B) 9=-328(B) 3= 28(B) 7=-31(B) 4=-2(B) 6=-13(B) 20=-46(B) 23=-10(B) 25=-39(B) 26=-21(B) 27=-11(B) 28=-81 Walter P. Finn PE No.22339 Ml USA, Inc. FL Cud 6634 6904 Parke East Blvd. Tampa FL 33910 Date: September 25,2019 ,&WARNING-Vex/rytlesl9n Parameters..READNOTES ON WISAND INCLUDED MREKREmRANCEPAGEMLL747amv. unnaa0f5DEFORE USE Design valid for use only with Mrek®connectom. fits all Is based only upon parameters shown, and Is far an IntlNltlual building component, not a truss system. Before use, ire building designer must verify Me opplicabllity of design parameters and properly incorporate this design into Me overall buildingdeslgn.El Indicated is to prevent buckling of lndNidual truss web and/or chord members only. Additional temporary and pennonent bracing MtTek• a always real for stability and to prevent collapse with possible personal Injury and property damage. Far general guidance regarding Me fabricailon storage, call erection and bracing of trusses and sun systems. SeeANSVWII suellly Call DSB49 and BCBI Building Component Safety Internationa lobte from Truss Plate Institute.218 N. Lee Street. Suite 312 Alexandrto. VA 22314. 6904 Panne East BNtl. Tampa,FL 33610 Jab Truss Truss Type s , Oly Ply T78203872 76308 GRIDROOF SPECIAL GIRDER 1 7 Jab Reference o (loner I runs, mc., ran rierce, r-L 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:20 2019 Page 1 US = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 0.68112 4x8 = 08 = 2 153 2.3 II 48 11 Scale = 1:25.9 4x4 = SPACING- 2-0-0 CSI. DEFL in (too) Udell Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.14 6-9 >999 240 MT20 2441190 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.12 6-9 >999 240 Rep Stress [nor NO WB 0.22 Horz(CT) -0.04 4 n1a n/a Code FBC2017/TP12014 Matrix -MS Weight: 62111 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or4-7-15 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-0-11 oc bracing. REACTIONS. (lb/size) 1=1021/0-8-0, 4=1065/0-M Max Horz 1=97(LC 7) Max Uplift 1=-1030(LC 8), 4=-1082(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2135/2214, 2-3=-1976/2150, 3-4=-2074/2176 BOT CHORD 1--6=-1923/1931, 5-6=-1888/1880, 4-5=-1882/1868 WEBS 2-6=-475/568, 3-5=-97/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 1=1030,4=1082. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 Its down and 314 lb up at 6-2-3, and 115 Ib down and 200 Ib up at 8-1-11. and P29 Ill down and 381 Ib up at 10-1-10 on top chord, and 423lb down and 493 III up at 6-2-3, and 57 Ib down and 52 Ito up at 8-1-11, and 127 lb down and 155 lb up at 10-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front () or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-2= 54, 2-3=-54, 3-4=-54, 7-10=-20 Concentrated Loads (lb) Vert: 2=-83(B) 3=-167(B) 6=-423(B) 5=-127(B) 15=-75(B) 16=-53(B) Io Walter P. Finn PE NoIN39 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK R£FERANCE PAGE MD-7473 rev. Malaita BEFORE USE. Deslgn volld for use only with Ivi connectors. This design Is based only upon parameters shown, and Is for on individual bulltling component, not a truss system. Before use, the bulltling designer must verity the oppllcabilty of design parameters and properly Incorporate this design Into the overall buildingdeslgn. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IsalwaysrequiredforstabllityantltopreventcollapsewithpossiblepersonalInjuryantlpropertydamage. For general guidance regarding the fobricatlan, storage, delivery. erection and bracing of muses and truss systems seeANSVIPII Quality Criteria, D3949 and SCSI Building Component Safety Informatesna ciloble from Truss Plate Institute. 218 N. We Street, Suite 312. Alexandra VA 22314. �'- MiTek- 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type x pry Fly T18203873 76308 GRE MONOPITCH GIRDER 1 1 Job Reference (optional) russ, Inc., ton Hama, I-L pr:e 8.320 s Aug 28 2019 M7ek Industries, Inc. Wed Sep 2512:43:20 2019 Page 1 ID:6U8202bXflu?OMEtbll4J4zKEV4-FdZSP11bAUfl XvAwMgghd71nu7iGNzbYByDbUTya4v5 3.4 II 2 3.4 II Scale=1:16.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Ve It 0,10 3-7 >639 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.83 Vert(CT) -0.09 3-7 >721 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Hoa(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 24lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directlyapplied or 5-4-8 oc pudins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. REACTIONS. (lb/size) 1=896/0-8-0, 3=579/Mechanical Max Ho¢ 1=171(LC21) Max Uplift 1= 764(LC 8), 3=-561(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--4.2psf; BCDL=3.0psf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; E7ic D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=764, 3=561. 6) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-5-4 from the left end to 3-5-4 to connect iruss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 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 (pit) Vert: 1-2=-54, 1.3=-20 Concentrated Loads (Ib) Vert: 8=-544(F) 9=-544(F) Walla P. Finn PE No12939 III USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 ,&WARNING - Verity destgn pare mefersand READNOTESON MSANDINCLUDEOM/FEKBEFENANCEPAGEM674MMK idD32015BEPOHEUSE Design valid for use only with M7bk®connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a Muss system. Before use, fine building designer must verify the applicoblllly of design parameters and properly Incorporate this design Into the overall buatlingdesign. Bracing indicated is to prevent bucking of Individual inssweb and/or chord members only. Additional temporary and permanent bracing MiTek- Isalways required for stability and to prevent collapse with possible personal mury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, WeANSifir ll Quality Cithmi 03549 and III Buldhp Component 6904 Palle East Blvd. Sabty Infommdoravoioble from Thum Plate Institute. 218 N. Lee Sheet. Suite 312 Alexcndda, VA 22314. Tampa, FL 33610 Job Truss Truss Type x T18203874 76308 GRP HALF HIP GIRDER =yPly eference o tional uuss, nlu., ran Fierce, IL 6.320 S Aug 28 2019 MITek Industries, Inc. Wed Sep 25 12:43:21 2019 Page 1 I D:6U8202bXflu7DmEtb114J4zKEV4.jp6gd32Dwont8316wYBw9LGy1XDo6NihNcz90wya4v4 Scale=1:15.1 4x8 = 3.4 11 2 10 11 3 3x4 = 3x4 = 0-4-8 3-4-8 8-0-8 0-0.8 3-0-0 4.8.0 _ Plate Offsets (X Y)-- t2:0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.05 4-5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.04 4-5 >999 240 BCLL 0.0 Rep Stress [net NO WB 0.20 Horz(CT) -0.01 4 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 34 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb(size) 1=363/0-0-8,4=357/Mechanical Max Horz 1=86(LC 8) Max Uplift 1=-461(LC 8), 4=-493(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-512/655 BOT CHORD 1-5=-626/433, 4-5=-646/443 WEBS 24=A66/678 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 8-10-12 off bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasdi 32ri TCDL=4.2psf; BCDL=3.Opsf; h=15N; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed fora 10.0 pat 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=1b) 1=461, 4=493. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 240 lb up at 3-4-8, and 40 Ib down and 98 lb up at 5-5-4, and 39 Ib down and 961b up at 7-5-4 on top chord, and 49 lb down and 51 Ib up at 3-4-8, and 20 lb down and 22 It, up at 5-5-4, and 22 Ib down and 34lb up at 7-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-6=-20 Concentrated Loads (Ib) Vert: 2=-37(F) 5=.28(F) 10= 15(F) 11=-29(F) 12=-11(F) 13=-16(F) Walter P. Finn PE No.22839 MTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 3300 Date: September 25,2019 QWARNING-yeNlyd.e1hpenrmeeersand READ NOTES ON TNISANDINCLUGEUMR KREFERANCEGAGEM147473rev. 1N 0150EFOREUSE Design valid for use only with M6eR®carrectars. i is design 4 based only upon parameters shown, and Is for an Individual building component, not a puss system. Before use, the building designer mustvedfy Me applicability of design parameters and property, incorporate this design Into me overall ' buildingdesign. Bracing Indicated Is to prevent buckling ofIndividual muss 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 fobricalli storage, delivery, erection and bracing of trusses and truss systems, sseAN3VrPII poppy Criteria. DBB4i9 and BC31 Building Component SafBty Nfolmallonavoiloble from Truss Plate Institute. 218 N. Lee Street. Suite 31Z Alexontlrlo. VA 22 14, MiTek' 69M Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18203875 76308 J1 JACK -OPEN 2 1 Job Reference (optional) was, Inc., ran rleme, VL 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:22 2019 Page 1 I D:6U8202bXflu7OmEtbl 14J4zKEV4.B7gCgP3rh5vkmDKJTFi9iYp94wbkrt5mGiiZMya4v3 4x4 4 3x4 = 1-0-8 I 1-0-8 1-0-8 0-0-0 Scale =1:7.3 Plate Offsets (X,Y)-- r1:0-1-12,0-1-91 rl:0-1-5,0-1-81 LOADING (psQ SPACING- 2-0-0 CS]. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 VerULL) -0.00 1 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.01 1 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/-rP12014 Matrix -MP Wind(LL) 0.01 1 >999 240 Weight: 6lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical. (Ile) - Max Ho¢ 1=45(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 1 Max Grav All reactions 250 lb or less at joint(s) 1, 1, 1, 1 Max Mom 1=595lb-in(LC 12), 1=-590lb-in(LC 1), 1=-590lb-in(LC 1), 1=-590lb-in(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 1-4-8 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) ' 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. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 1. Water P. Finn PE No.22839 MTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 25,2019 QWARNING - Verity CeslSnperemetereend READ NOTES ON 7NISANDINCLUDMMREKREFERANCEPAGEMIF74n3r .. IG'D342015 BEFORE USE Deslgn valid for use oNy with MRalsw connector. inb design b based oNy upon parameters shown. and Is for on Indroltluai building component, not a tnrss system. Before use, the bu7tling designer must verity the Oppllcablllry of design parameters antl propery incorporate this tleslgn Into me overall bulltlNg tleslgn. BmcNgintlicated is to prevent buckMg of lntlNltlualfiuss web antl/ar chord members only. Additional temporary and permanent brocing Is aiwayor. requiretl for stability antl'. prevent Collapse wim possible personal injury antl property tlaIn go For general gu'd nce regarding the tobrlcailon, storage, do ry, erection and brocing of busses and puss systems. saeAN31Fm11 Q. CMMo, DS6E9 and SCSI luIdYrD Componml Sabty mlomretbrlwollcm ham inns Rafe InsHNte, 218 N. Lee Street Suite 312 At =I:14. VA 22314. ��- �/A� T IVItiBk• 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply T18203876 76308 J1P JACK -OPEN 2 1 Job Referenra o tional b.bzD s Hug zo zui u mu eK Inaustnes, Inc. wea aep zb 1Z:RJ:zz zuae rage i I D:6UB202bxflu?OmE1b1I4J4ZKEV4-B?gCgP3m5vkmDKJTFi9iYpArwbArt5rcGiiZMya4v3 Scale =1:7.3 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) 0.00 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC ,. 0.04 Veri -0.00 8 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 4 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 2=20/Mechanica1, 3=11/Mechanical, 1=70/D-3-8 Max Horz 1=34(LC 12) Max Uplift 2=-28(LC 12), 3=-21(LC 12), 1=-80(LC 9) Max Grav 2=21(LC 17), 3=15(LC 3), 1=70(LC 1) FORCES. (lb) - Max Comp./Max Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Stmctuml wood sheathing directly applied or 1-4-8 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0pst h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1001b uplift at joint(s) 2, 3, 1. Walter P. Finn PE No.22839 MTek USA Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 A WARNING- Verify deslgnparemetersood READ NOTES ON MIS AND PICLUDEDMITEKREFERANCE PAGE 10,74TJrev. vaawrolSBEFORE USE Design valid for use only with fill connectors. This design Is based only upon parameters shown, and 6 for an Individual building component, not a muss system. Before use, the building designer must verify fine applicability of design parameters and property Inaarporate this design Into the overall buadingri lgn.BracingIndicatedistopreventbucklingofIntllvltlualtrusswebantl/or chord members only. Addlnonoltemporary and permanent bracing NOW 7 Is always required for stability and to prevent collapse with posslble personal injury and property damage. For general guidance regarding the fabricanom storage. delivery, erection and bracing of trusses and hum systems seeANSU1FI1 Quality CModa, DS849 and SCSI BWtlnp Component Salary Inloenatbrgvotable from Truss Plate Insntute, 218 N. Lee Sheet, Suite 312 Alexontlda. VA 22314. 69M Parke East Blvd. Tampa, FL 33610 Job Truss Thus Type • City Ply T18203877 76308 J3 JACK -OPEN 2 1 Jab Reference (optional) 'namuera , russ, rum, run nerve, n. 3.4 = 3.6 II U.32U s Aug 2B 2U19 MI I ex Industries, Inc. Wed Sep 2512:43:23 2019 page 1 ID:6UB202b%flu7OmElbl 14J4zKEV4.fCEal k3TSP1 bONvV 1 zEOEmLHOKs3aKL_mSG5oya4.2 Scale = 1:11.5 LOADING (ps' SPACING- 2-0-0 CSI. DEFLin (Joe) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.30 Vall (CL) -0.00 8 >999 360 MT20 244/190 ,- TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.01 3-8 >999 240 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 2 n/a War BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wind(LL) 0.01 3-8 >999 240 Weight: 12 le FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=65/Mechanical,3=42/Mechanical,1=138/0-8-0 Max Horz 1=108(LC 12) Max Uplift 2=-93(LC 12), 3=-27(LC 12), 1= 93(LC 12) Max Gmv 2=66(LC 17), 3=50(LC 3), 1=138(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; 8=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Intehor(1) 3-0-0 to 3-3-12 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 2, 3, 1. Walter P. Finn PE No22339 MTek USA, Inc. FL Cad 6934 6904 Parke East Blvd. Tampa FL 33610 Dale: September 25,2019 A WARNING -11witydestgnyammetersand READNOTES ON TN/SANDWCLUDEDMIrEKREFERANCEPAGEMIF74nmv. 101132015REFORE USE Design volid for use onlywllh MBekD connectors. This design Is based CNy upon parametersshown, and 6 for an Individual building component, not ��• a truss system. Before use, the building designer must verity the applicobilify of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and bracing prevent permanent Is always required for stability and to prevent collapse with possible pawnor injury and property damage. For general guidance regarding the MiTek• fobil lon storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII Quality CAMSo, DSB49 and SCSI Building Component SafeM Informotbrwailable Suite 312, 6904 Parke East find. Tempo, FL 33610 from Truss Plate Institute, 218 N. We Street. AJexandda, VA 22314: Job Truss Truss Type Cry Ply T18203878 76308 J3P JACK -OPEN 3 1 Job Reference (optional) V,ICI,IUC,Y I,ui .. .... rust riur4 , rL 3.4 = 0'0 u 5 XUg 282U1 a MI I eK mau51ae5, inc. wed cap La I2:4d:2J LV Ia rage 1 ID:6UB202bxflu?OmE1bl14J4zKEV4-fCEal k3TSP1bONvV1 zEOEmLGIKstaKL_mSG5oya4v2 Scale = 1:11.5 ' 0-4-8 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.37 Vert(LL) 0.02 3-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.Ql 3-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a I BCDL 10.0 Code FBC2017ITP12014 Matdx-MP Weight: ll Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=145/08-8, 2=69/Mechanical, 3=31/Mechanical Max Horz 1=84(LC 12) Max Uplift 1=-155(LC 12), 2= 85(LC 12), 3=-57(LC 12) Max Grav 1=145(LC 1), 2=69(LC 17), 3=51(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. Structural wood sheathing directly applied or3-4-8 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf, h=15N; B=45ft; L=2411; eave=4ff; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Intedor(1) 3-0-0 to 3-3-12 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL--7.60 2) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 2, 3 except Qt=1b) 1=155. Walter P. Finn PE No.22819 Nil USA, Inc. FL Cud 6634 69M Parke East Blvd. Tampa FL 33610 Data: September 25,2019 A WARNING- VeNlydesignpammahasand NEADNOTES ON MMANDINCLUDEDMR£KNEFE NCEPAGEMX7479ree 1G=W15 BEFORE USE. Design valid for use only with 10909 connectors. This design 6 based any upon parameters shown, and Is for on Individual building component, not a truss system. Before use, fine building designer must verify the applicability of design pammeteG and property Incorporate this design Into the overall building design Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek• prevent 6 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me storage, delivery, erection anss d bracing of trusses and true, systems. SeeANSVIP11 Quality Cdfedo, DS049 and BCSI Building Component fi904 Parke East Blvd.fabrication, Safety Informaflonovailoble from Truss Flare insrllute, 218 N. We Street, Suite 312 Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type r 01y Ply T18203879 76308 JS JACK -OPEN 2 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 3x4 = 3x6 II 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:24 2019 Page 1 ID:6UB202bXflu?OmEtbl 14J4zKEV4-70ozF445Dj9S?XUhbgldnwRakCpJnb83aBpdFya4v1 Scale = 1:16.6 LOADING i SPACING- 2-0-0 CSI. DEFLin (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vart (CL) -0.02 3-8 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.05 3-8 >999 240 BOLL 0.0 ' Rep Stress [nor YES WB 0.00 HOrai -0.01 2 1 1 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.08 3-8 >780 240 Weight: 181b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 2=115/Mechanical, 3=66/Mechanical, 1=211/0-8-0 Max Harz 1=174(LC 12) Max Uplift 2=-165(LC 12), 3=-32(LC 12), 1=-143(LC 12) Max Gray 2=11511), 3=87(LC 3), 1=211(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -Al forces 2501 or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, ntenor(1) 3-0-0 to 5-3-12 zone; cantilever left exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Referto girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 3 except (jt=1b) 2=165,1=143. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Carl GSU 6904 Parke East Blvd. Tampa FL 33810 Data: September 25,2019 Q WARNINO-Ver4ydesl9aperemefersend READNOTES ON MSANDWCLUDEDMREKREFERANCEPAGEMi74n.re.. laN1R015BEFORE USE Devgn valid for use ord with MRelrsisconnectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��- a Muss system. Before use, the building designer must verify the applicability of design parometers and property Incorporate this design into me overall buildingdosign. BracingIndicated IstobucklingofIndividual husschord members only, Additional temporary and permanent bracing �pweband/or prevent Is always required for stability and to prevent collapse with possti personal Injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery. erection and bracing of trusses and truss systems, WeANSI/1PI1 Ouali Criteria. DSBd9 and SCSI Building Component 69N Parke East i Safety Informal oroymilable from Truss Nate Institute, 218 N. Lee Sheet, Suite 312. Alexandria, VA 22314. Tampa. FL 33810 Job Truss Truss Type 0tY Ply T18203880 76308 JA JACK -OPEN i 1 Job Reference (optional) I russ, Inc., ran rnerce, rL 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:24 2019 Page 1 ID:6U8202bX8u?OmEtb114J4zKEV4-70ozF445Dj9S?XUhbgldnzuM k7SJnb83aBpdFya4v1 Scale=1:17.2 3x5 = 4.6 II LOADING (psl SPACING- 2-0-0 CSI. DEFL. in floc) Ndefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.05 3-8 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.10 3-8 >767 240 BCLL 0.0 ' Rep Stress [net YES WEI 0.00 Hom(CT) -0.02 2 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.22 3-8 >344 240 Weight: 21 Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-8-4 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (Ha/size) 2=137/Mechanica1, 3=77/Mechanical, 1=244/0-8-2 Max Harz 1=199(LC 12) Max Uplift 2=-1961LC 12), 3=-35(LC 12), 1=-167(LC 12) Max Grav 2=137(LC 1), 3=103(LC 3), 1=244(LC 1) FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Expo D; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) 0-0-0 to 4-2-15, Exterior(2) 4-2-15 to 6-2-5 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 pi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 3 except (jt=1b) 2=196, 1=167. Walter P. Finn PE No.22639 MITek USA, Inc. FL Cad 6634 6604 Parke East Blvd. Tampa FL 33610 Date; September 25,2019 AWARNING-VeNry Cssr9ApsnmefNsend READNOTES ON TN/SANDINCLUDEDMREKREFERANCEPAGEMLL7473rev. 10N312015BEFORE USE Design valid for use only with M79M connectors. Phis design Is based only upon parameters shown, and Is for on individual building component, not �� a muss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate Mls design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary end permanent bracing MiTek' Is always required for stability and to prevent collapse win possible personal Injury and property damage. For general guidance regarding Me fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeAN6UTP11 CuaBN CM�M. DSBd9 and BC6P luldhp Component Si mfprmalbrxrvoiloble e9o4 Palle Eazt Bmd. 'Pampa, FL 33fi10 from Truss Rafe Institute. 218 N. Lee Sheet, Sufis 312. Alexontllio. VA 22 14. Job Truss Truss Type Cry Ply T18203881 76308 JB JACK -OPEN 1 1 �R.f.r�.nceo (tonal Chambers Truss, Inc., Fort Pierce, FL 3.5 = 4x6 II 8.320 s Aug 28 2019 MfTek Industries, Inc. Wed Sep 25 12:43:25 2019 Page 1 ID:6U8202bXflu70mEtb114J4rKEV4-baML505k_OHJdg3u9NGsKBRYw8Ug2EgHl ExM9hya4v0 Scale = 1:16.5 _Plate Offsets(XY)-- f1:0-2-110.041 [1:0.1-00-11-9] LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC _ 0.62 Vert(LL) -0.04 3-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.08 3-8 >920 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.18 3-8 >399 240 Weight: 201b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=129/Mechanical, 3=73/Mechanical, 1=231/0-8-2 Max Hom 1=189(LC 12) Max Uplift 2=-184(LC 12), 3=-34(LC 12), 1— 158(LC 12) Max Grav 2=129(LC 1), 3=97(LC 3), 1=231(LC 1) FORCES. (Ib) -Max Comp./Max. Ten. -All forces 250 (11 or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst; BCDL=3.Opsf; h=22tt; B=45ft; L=24tt; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corri 0-0-0 to 4-2-15, Exterior(2) 4-2-15 to 5-10-5 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3 except Qt=lb) 2=184, 1=158. Walter P. Finn PE No.22839 Ml USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 Q WARNWG- Vervrdesignparametem Bird READ NOTES ON MIS AND INCLUOEDMREKREFERANCE PAGE MII-7473ro.1d 015 BEFORE USE Design valid for use only with MRelt® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buiidingdeslgn. Bracing indicated a to buckling ofindividual truss web and/or chord members only. Additional temporary and permanent brocing prevent 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 seeANSVIPII Quality Crfii DSB49 and lest tall Component 6904 Palle East Blvd. Safety InformaNGrpvaliable from Truss Plata Institute, 218 N. Lee Street, Sutie 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Qty Ply T78203882 76308 JC JACK -OPEN 1 1 Job Reference o tidnal cnamoers r russ, ini ion nerce, re 3x4 = 3x6 II 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 2512:43:26 2019 Page 1 ID:6U8202bXilu7OmEtbl 14J4zKEV4-3nwjgm6MIKPAFge4i5n5sOzksYgxnh4QXugwi7ya4v7 Scale = 1:16.8 Plate Offsets(XY)-- 11:0-2-11Edgelll:0-1-41-0-11 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (roc)/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Ven(LL) -0.03 3-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Ved(CT) -0.06 3-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 ri/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.14 3-8 >471 240 Weight: 18lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=120/Mechanical, 3=69/Mechanical, 1=219/0-8-2 Max Horz 1=178(LC 12) Max Uplift 2=-172(LC 12), 3=-33(LC 12), 1=-149(LC 12) Max Gmv 2=120(LC 1), 3=91(LC 3). 1=219(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All fames 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or5-6-15 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22N; 6=45ft; L=24ft; eave=4tt; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) 0-0-0 to 4-2-15, Extedar(2) 4-2-15 to 5-6-3 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chard live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except Qt=lb) 2=172, 1=149. Walter P. Finn PE NoIU39 MTek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 ®WARNUIG-Verllydasrgnparamerersa dREADMOMSONTHISANOINCLUDEDMDERREFERANCEPAGEM/F)9)3rev.10V320r5BEFOREUSE. Design valid for use only with MTek® connectors. Thls design b based only upon parameters shown, and B for an Individual building component, not O IT=System. Before use, the building designer must verify the applicability of design parameters and proper y Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bidding Is always required for stability and to prevent collapse with possible penond injury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of pusses and buss systems. seeANSU1Pll Qua lMy Criteria, DSi and BC91 Bidding Component SaIn/olmalbrnvoilabie from Truss Plate Institute, 218 N. Lee Street 14. Suite 312, Alexantlrlo. VA 22 y lary MiTek' 61 Parke East Blvd. Tampa, FL 33610 Job Truss Thus Type Oty Ply T78203883 76308 JD JACK -OPEN 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 3x6 II 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:26 2019 Page 1 I D:6U8202bXflu7OmEtbl l4J4zKEV4-3nv4gm6MIKPAFge4i5n5sOzmbYrTnh40XugvA7ya4v9 Scale=1:15.8 Plate Offsets (X Y)— [1:0-2-3 Edge][1:0-1-4 1-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.02 3-8 >999 360 MT20 244/190 TCDL 7.0 .Lumber DOL 1.25 BC 0.46 Vert(CT) -0.04 3-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.10 3-8 >627 240 Weight: 171b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=107/Mechaniml, 3=63(Mechanical, 1=199/0-8-2 Max Horz 1=161(LC 12) Max Uplift 2=-153(LC 12). 3=,31(LC 12), 1=-136(LC 12) Max Grav 2=107(LC 1), 3=81(LC 3), 1=199(LC 1) FORCES. (Ib) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=22ft; B=45tt; L=24tt; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) 0-0-0 to 4-2-15, Extenor(2) 4-2-15 to 4-11-13 zone; cantilever left exposed;C-C for members and forces& MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L--1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3 except (jt=1b) 2=153, 1=136. Walter P. Finn PE No.22839 III USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33B10 Date: September 25,2019 ®WARNING -Verily Ees/gaPelamesemdaCREAD NOTES ON TNISANDMCLUDEDMREKREFERANCEPAGEMI474Ydmv. 161=2015BEFORE USE. Design valid for use only with MOeisaO connectors. This design is based only upon Parameters shown, and Is for an Individual building component, not a hum system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall buiidingdesign. Bracing Indicated Is to buckling of Individual Mum web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent 0 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobricotiom storage, delivery. erection antl bracing of trusses and truss systems, seeANSVIPil Quality CMrrM, D8849 and SCSI Building Compomnf 69104 Parke East Blvd. Safety Informationavoiiabie from Truss Plate Institute, 218 N. We Sheet, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' OfY Ply T18203884 76308 JE JACK -OPEN 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.320 Is Aug 28 2019 MiTek Industries, Inc. Wed Sep 2512:43:27 2019 Page 1 ID:6U8202bXftu?OmEtb114J4zKEV4-YzU5t67_W eXt s_DGGoIKPcW whx9f W 8KalYOTEZya4v_ Scale = 1:11.5 LOADING (psl SPACING- 2-0-0 CSI. DEFL. in (loc) Ndefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Ved(LL) -0.00 8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.01 3-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 We rda BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.02 3-8 >999 240 Weight: 12 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=67/Mechanimi, 3=43/Mechanical, 1=140/0-8-2 Max Horz 1=109(LC 12) Max Uplift 2=-94(LC 12), 3=-27(LC 12), 1=-95(LC 12) Max Grav 2=67(LC 1), 3=51(LC 3), 1=1411) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Cormi zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 21 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 2, 3, 1. Walter P. Finn PE NoIU39 MiTek USA, Inc. FL Cert 6634 6004 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 ®WARNING- Venlydest9nparameferseDCREADNOTES ON TNISAND INCLUDED MmEKREFERANCEPAGEM147479rey. 14=015BEFORE USE Design valid for use only with MOei connectors. This design 8 based only upon parameters shown. antl Is for an Individual building component, not a buss system. Before use, the building designer most verify the applicability of design parameters and properly Incoryorote 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 h always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and buss systems, seeANSWII Ou*lryyCmedo, DS549 and BCSI Biddbp Component Saf sly Informatbmvoiloble from Russ Plate In581We. 218 N. Lee Sheet Suite 312. Alexandd¢ VA 22314. MiTek- 6904 Parke East BNd. Tampa, FL 33610 Job Truss Truss Type ' Oty Ply T18203885 76308 JF JACK -OPEN 1 1 Job Reference (notional) Truss, Inc., Fort Pierce, FL 3x4 = 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:27 2019 Page 1 ID:6U8202bXflu9OmE1b114J4zKEV4.YzU5t67 WeX1s DGGoIKPcWz6xCMWeKaIYOTEZya4v_ Scale=1:10.7 Plate Offsets(XY)-- [t:0-1-150-0-27 r1:0-1-01-0-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(L-) -0.00 8 >999 360 ,- MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.00 8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matdx-MP Wind(LL) 0.01 3-8 >999 240 Weight: 11 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=56/Mechanical, 3=37/Mechanical, 1=125/0-8-2 Max Horz 1=95(LC 12) Max Uplift 2= 79(LC 12), 3=-26(LC 12), 1=-85(LC 12) Max Grav 2=56(LC 1), 3=43(LC 3), 1=125(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 3-0-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22tt; B=45ft; L=24ft; eave=4B; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 3) - This truss has beendesigned for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 2, 3, 1. Walter P. Finn PE NoM39 MiTek USA Inc. FL Ced 6634 9904 Parke East Blvd. Tampa FL 33810 Date: September 25,2019 Job Truss Truss Type • City Ply T18203886 76308 JIG JACK -OPEN 1 1 Job Reference (optional) I cuss, Inc., Fort Fierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:28 2019 Page 1 I D:6UB202bXfl u?OmEtbl14J4zKEV4.092T5S7cHx1uU8nTq W pZrp2BsLe8Fbaj_C9010ya4uz 0-7-14 1414 0a 4 0.9-0 4x4 3x4 = t-4-14 1-01 0-4.5 I LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vart (L) -0.00 1 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.01 1 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017TFP12014 Matdx-MP Wind(LL) 0.02 1 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical. (Ib) - Max Hoa 1=45(LC 12) Max Uplift All uplift 1001b or less atjoint(s) 1 Max Grav All reactions 250 lb or less at joint(s) 1, 1, 1, 1 Max Mom 1=6151b-in(LC 12), l= 6081b-in(LC 1), 1=-608lb-in(LC 1), 1=-608lb4n(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:7.4 PLATES GRIP MT20 244/190 Weight: 6lb FT=20% Structural wood sheathing directly applied or 14-14 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3)zone; cantilever left exposed ;C-C for members and forces & Ml for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) ` This truss has been designed for a live load of 20.Opst 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. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 1001b uplift at joint(s) 1, 1. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 69U 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 A WARNWG-VNUYd1slgnparamele...dREAD NOTES ON THIS AND INCLUDED MREKREFERANCEPAGEMIF74n.l VAXAU15DEFORE USE Design Vold for use only with MgekS connectors. This design b based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to bucMing of lndMdual muse web and/or chord members only. Additional temporary and permanent bracing MiTek* prevent Is always required for stability and to prevent collapse with possible personal Injury and property darymage. For general guidance regarding the fabrication, Sahty Info rnatbmvalloble frorm Truss Plate innstiltute, 218 N. Lee Steel. Suite 31Z NeNonndrl¢ VA 22314mA� DS549 and eC61 lu1tlhp Component Tampa, FL 33610 Job Truss Truss Type ' Oty Ply T182038B7 76308 JH JACK -OPEN 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 2_ 11-11-1332 0. 3x4 = 8.320 s Aug 282019 MiTek Industries, Inc. Wed Sep 25 12:43:28 2019 Pagel ID:6U8202bxflu?OmE1bl 14J4zKEV4-092T5S7cHxfuUenTgW pZKp2CPLeoFbaj_C90IOya4uz LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(CL) -0.00 8 >999 360 TCDL 7,0 Lumber DOL 1.25 BC 0.02 Ved(CT) -0.00 8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 2 1 n/a BCDL 10.0 Code FBC2017rrP12014 Matdx-MP Wind(LL) 0.00 8 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 2=15/Mechanical, 1=57/0-7-6 Max Horz 1=31(LC 12) Max Uplift 2=-24(LC 12), 1=-38(LC 12) Max Gmv 2=15(LC 17), 1=57(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:6.5 PLATES GRIP MT20 244/190 Weight: 3lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-13 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22tt; 13=45f; L=24tt; eave=oft Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2, 1. Walter P. Finn PE No32839 MiTek USA, Ina FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 QWAHNING- Verity Design Pwamefsrs sedl? AD NOTES ON MIS ANO➢yCLUOEO MOEKBEFENANCEPAGEMl47473rev. 10113W15BEFOPE USE. Design valid for use only with MBek® connectors. this design is based only upon parameters shown, and Is for an IndNltlual 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 buildingdeagn. Bracing Indicated Is to buckling ofindividual truss web and/or chord membersony. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication. storage, delNery, erection and bracing of frusses and hum systems seeAN3VrPll Quality Cdt4ob, 03549 and BCet Building Component 69M Palle East Blvd. Spbry b/anmo6onovoloble from Truss Plate ImBMe, 21B N. Lee Sheet Suite312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply T78203888 76308 JI Jack -Open 1 1 Jab Referenrs o banal Chambers Truss, Inc., Fort Pierce, FL 3x4 = 4.60 6.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:29 2019 Page 1 ID:6U8202bXflu?OmElbl l4J4ZKEV4-ULbSI0BE2Fnl61 MfODKoU1 b801nx_2gtDsvalSya4uy Scale = 1:13.8 LOADING (pst) SPACING- 2-0-0 CS1. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.91 Ven(LL) -0.02 3-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.04 3-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 2 hills rda BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Winsl 0.07 3-6 >783 240 Weight: 141b FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/sfze) 1=164/0-", 2=105/Mechaniml, 3=59/Mechanical Max Horz 1=145(LC 12) Max Uplift 1=-11l(LC 12), 2=-150(LC 12), 3=-23(LC 12) Max Grav 1=164(LC 1), 2=105(LC 1), 3=79(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-0-12 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45fi; L=24ft; eave=4ft; Cat. II; Exp D; Encl.; GCpf=0.1&, MWFRS (directional) and C-C Extenor(2) 0-0-0 to 3-0-0, Intedor(1) 3-" to 4-54 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except Qt=lb) 1=111, 2=150. Walter P. Finn PE No.22839 MTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 O WARNING-V-dfydeslgnparamerersand READNGTEB ON MISANDNCLUDEDMIlEKRUERANCEPAGEMU74larev. 10,101!015B£FOREUSE Design valid for use only vAth Ml connectors. This design Is based only upon parameters shown, antl Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of lndMdual huss web and/or chord members only. Additional temporary and permanent bracing a always required for stablllty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage. delivery. erectionand bracing of trusses and systems, seeANSVTPlt Quality CrItedo, 0311-89 and BCSI Bull Component Safety mformallonavanoble from Truss Plate Institute. 218 N. Lee Sheet Sulle 312. Alexandra VA 2231A. ��- MiTek' 69M Parka East BNd. Tampa, FL 33610 Job Truss Truss Type Cry Ply T18203889 76308 JJ Jack -Open 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 2-9-14 8.320 s Aug 28 2019 MTek Industries, Inc. Wed Sep 25 12.43:30 2019 Page 1 ID:6U8202bXflu?Om Etb1I4J4zKEV4.yY9EV89spZvcjSxn I 1 E87u9GfjV40SWe7quya4ux Scale a 1:10.4 LOADING (pal SPACING- 2-0-0 CS'_ DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 e 1(LL) Vail -0.00 6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.01 3-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 Na Na BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Wind(LL) 0.01 3-6 >999 240 Weight: 9lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (IWsize) 1=102/0-8-0, 2=64/Mechanical, 3=38M1echanical Max Horz 1=90(LC 12) Max Uplift 1=-69(LC 12), 2=-90(LC 12). 3— 19112) Max Gray 1=102(LC 1), 2=64(LC 1), 3=48(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psG BCDL=3.Opst h=22ft; B=45ft; L--24ft; eave=411; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and fames & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 2, 3. Walter P. Rnn PE No.22839 MTek USA, Inc. FL Ced 6634 8904 Parke East Blvd. Tampa FL 33810 Date: September 25,2019 Q WARNING-Verlfydesign pbremereraend READ NOTES ON THIS AND INCLUDED MnTKREFERANCE PAGE M&7474 rev. 101134015BEFOREUSE. Design valid for use only with MiTi connectors. INS design Is based only upon parameters mown, and Is for on IndNidual 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 bulldingdeslgn. Bracing Indicated B to buckling of individual Muss web and/or chord members only. Additional temporary and permanent bracing Welk' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection cnd bracing of Musses and Muss systems. SeeANSUTNt Quality CrerrM. DSB-89 and 1101 Balding Component 61 Parke East Blvd. Sahly mfoaaatbmvallpble from Truss Plate Institute, 218 N. Lee Sheet, Suite 312. Alexandria, VA 22314. Temp., FL M610 Job Truss Truss Type ' city Ply T18203890 76308 JK Jack -Open 1 1 Job Refe�(,Db,,D� Truss, mc., ron Pierce, FL 3x4 = 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:30 2019 Page 1 ID:6U82O2bXflu7OmEtbll4J4zKEV4-yY9EV89spZvcjSx 11 E8Xu9KvjV4OSWe7quya4ux LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Ved(LL) -0.00 6 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 6 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 File n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 6 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=42/0-8-0, 2=23/Mechanical, 3=19/Mechanical Max Horc 1=37(LC 12) Max Uplift 1=-28(LC 12), 2=-30(LC 12), 3=-15(LC 12) Max Grant 1=42(LC 1), 2=23(LC 1), 3=19(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:6.9 PLATES GRIP MT20 244/190 Weight: 4lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-1-13 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=3.Opsf; h=22ft; B=451t; L=24ft; eave=4ft; Cat. II; Exp D; EnoL, GCpi=0.18; MWFRS (directions[) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live (dads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 2, 3. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cad 6SU 6904 Parke East Blvd. Tampa FL 33BI0 Data: September 25,2019 A WARNING-Vedry desfgnparamerere and READ NOTES ON MIS AND /NCLUOEO MFFICREFENANCEPAGEMM1]4avrev. mamso]S6£FONE USE Design valid for use only with Mirada connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must vetify the applicabllity of design parameters and properly Incorporate this design Into the overall building tlesign. Bracing indicated Is to prevent buckling of Individual hussweb and/or chord members only. Additional temporary antl permanent bracing Is always required for stabillly and to prevent collapse Wm possible personal Inlury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and true systems. seeANSVTPII Quo' yCdterle, OSS49 anal SCSI Building Component 3&91V Intormatbnc,dicble from Tres Plate Institute, 218 N. Lee Sheet. Suite 31Z Alexondda VA 22314. MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type ' Cry Ply T18203891 76308 JL JACK -OPEN 1 1 Job Reference (optional) Chambers 1 was, Inc., Fort Fierce, FL 3x4 = 36 II 8.320 a Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:31 2019 Page 1 ID:6U8202bXflu7OmEtbl l4J4zKEV4-OkjcjUAVas1TLbW 1 VeNGZSgbdZY4SyJAgAOhMLya4uw Scale=1:12.7 Plate ONsets(X.Y)-- fl:0-1-140-0-21 f1:0-1-40-11-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC _ 0.48 Vert(LL) -0.01 3-8 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.02 3-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.03 3-8 >999 240 Weight: 13 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=80/Mechanical, 3=49/Mechanical, 1=160/0-8-0 Max Horz 1=128(LC 12) Max Uplift 2=-114(LC 12), 3=-28(LC 12). 1=-108(LC 12) Max Grav 2=80(LC 17), 3=61(LC 3). 1=160(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 3-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B-451t; L=24ft; eave=oft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Intedor(1) 3-0-0 to 3-10-13 zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=114, 1=108. Walter P. Finn PE No.22939 Mirek USA Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 25,2019 Job TFUSS Truss Type Oty Ply T18203892 76308 JM JACK -OPEN 1 1 Job Refence o tional re e.om s nug za m 1a Mi i ex mausmes, no wea bep eb lZA4 :aT ZUla rage 1 ID:6UB202bXflu70mEtbl l4J4zKEV4-OkjcjUAVas1TLbW 1 VeNGZSgidZgPSyJAgAOhMLya4uw Scale = 1:7.8 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017ITP12014 CSI. TC 0.03 BC 0.03 WB 0.00 Matri%-MP DEFL. in Ven(LL) -0.00 Vert(CT) -0.00 Horz(CT) -0.00 Wind(LL) 0.00 (too) Vdefl Ud 6 >999 360 6 >999 240 3 n/a n/a 6 >999 240 PLATES GRIP MT20 244/190 ,- Weight: 6 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.3 TOP CHORD SVuctural wood sheathing directly applied or 1-6-15 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=20/Mechanical, 3=20/Mechanical, 1=76/0-8-0 Max Harz 1=51(LC 12) Max Uplift 2= 27(LC 12), 3=-23(LC 12). 1=-51(LC 12) Max Gray 2=20(LC 17), 3=20(LC 17), 1=76(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=4511t; L=24ft; eave=oft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 2, 3, 1. Walter P. Finn PE No.22839 MTek USA Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 O WARNING- Vedirdedarnperametemand REAONOTES ONWISANDMCLUDEDMREKNEFEHANCEPAGEM674mma 11IAi2015BEFOBEBSE Design valid for use only with MBekO connectors, lhb design Is based only upon parameters shown, and Is for on individual building component, not a from system. Before use, the building designer must verify fine applicability of design parameters and properly Incorporate this design Into the overall buildingdedgn. Bracing Indicated Is to prevent buckling ofIndividual 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 guldance regarding the fabrication, storage. delivery, erection and bracing of trusses and buss systems, seeANSI/IPiI Quality Crmodu, DSB-69 and SCSI BuSdhg Component 611111ity Informallano oilable from Truss Plate Ins i 218 N. Lee Sheet Suite 31 Z Alexontlrio, VA 22314. M!Tek' 6904 Parke East BNd. Tampa, FL 33610 Job Truss Truss Type City Ply T18203893 76308 JN JACK -OPEN 1 1 Job Reference (optional) Chambers Truss, Inc., non tierce, rL 3x4 = 3.6 II 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:32 2019 Page 1 ID:6U8202bXflu?OmEtbl 14J4zKEV4-uwH_wpA7LA9Kz15E3MuV61DmtyljBPZJvg7Eunya4w Scale = 1:15.2 Plate Offsets (X )-- 11:0-2-10 Edqel 11:0-1-31-0-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.03 3-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.06 3-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Ho2(CT) -0.02 2 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.13 3-8 >498 240 Weight: 18111 FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEDGE Lett: 2x4 SP No.3 REACTIONS. (Ib/size) 2=118/Mechanical, 3=68/Mechanical, 1=217/0-8-8 Max Ho¢ 1=168(LC 12) Max Uplift 2= 166(LC 12), 3-32(LC 12), 1= 151(LC 12) Max Grav 2=11 B(LC 1), 3=89(LC 3), 1=217(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-2 no puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4D; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corri 0-0-0 to 4-2-15, Exterior(2) 4-2-15 to 5-5-6 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joints) 3 except Ot=lb) 2=166, 1=151. Walter P. Finn PE NoIN39 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33810 Data: September 25,2019 ® WARNING -Veritydesf9nperdmetersendREAO NOTES ON THISAND/NCLUDED MITEKFEFENANCEPAGEM&7473ni 1&0Yf015HEFORE USE Design valid for use only with MRekaD connectors. This design Is based only upon parameters shown, and Is for an IndNitlual building compoi not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate Ina design Into the overall building design. Bracing Indicated a to prevent bucliing of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabilityand to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication, storage. delNery, erection and bracing of trusses antl truss systems SeeA113i QualMy Crloft. DSB4W and BCSI Buldhp Componont Sably Inbrmatbrpvoiloble 312 Alexantlrlo. 6904 Parke East Blvd. Tampa, FL 33610 from Truss Plate InsliMe, 218 N. Lee Sheet- Suite VA P2314, Job Truss Truss Type 01Y Ply T18203894 76308 JO JACK -OPEN 1 1 Job Reference o tional Fuss, inc., Fort rlerce, rL 6.320 a Aug 282019 MiTek Industries, Inc. Wed Sep 2512:43:33 2019 Page 1 I D:6UB202bXflu?OmEtb114J4zKEV4.M7rM89BI6UHAavgOd3PketmzlMFOwspSBUtnRDya4uu ]a 0 3x4 = 0-4-e 4-9-7 1 B-a-B I a a 15 Scale=1:13.8 Plate Offsets (X Y)-- f1:0-2-2 Edgel r1:0-1-3 1-0-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeil L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.02 3-8 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.03 3-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 We n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) 0.07 3-8 >759 240 Weight: 16lb FT=20% LUMBER- TOPCHORD 2x4SPM30 BOTCHORD 2x4SPM30 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 2=100/Mechanical, 3=59/Mechanical, 1=190/0-8-8 Max Horz 1=145(LC 12) Max Uplift 2= 140(LC 12), 3=-30(LC 12), 1=-132(LC 12) Max Grov 2=100(LC 1), 3=76(LC 3), 1=190(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 or4-9-7 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opst h=22ft; B=45ft; L=24ft; eave--4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) 0-0-0 to 4-2-15, Exterior(2) 4-2-15 to 4-8-11 zone; cantilever left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 fast bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=140,1=132. Walter P. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 Q WARNING- Vedrydeefgnparonretsmand READ NOTES ON THLSANDINCLUDED MREKREFER0NCEPAGEM674J3 rev. 14NYfO15BEFOREUSE Design valid for use only r1h MBek® connectors. This design Is based only upon parameters shown, and E for an IntlNldual building component, not a truss system. Before use, the building designer must verify me applicability of design parameters and properly Incorporate this design Into fire 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 muss systems. seeANSV1F11 Qualylyy timers. DSS419 and SCSI Sulding Component mfcrmationovailable from Truss Rate Institute. 218 N. Lee Sheet Suite 31Z Alexantltla VA 22314. MiTek' 6904 Parke East Blvd.Safety Tampa, FL 33610 Job Truss Truss Type Oty Ply T78203895 76308 JP JACK -OPEN 1 1 Job Reference (options[) � •_ ••��•-• � • • •�•w. • o.aLu s Aug ea Zul u MI I eN Inausines, mc. Wed Sep Zb 1Z:4S:83 Zulu rage l ID:6U8202b%flu?OmEtb114J4zKEV4-M7rMB9Bl6UHAavgOd3PketmtOMSevrspS8UtnROya4uu Scale=1:12.4 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.74 BC 0.88 WB 0.00 Matrix -MP DEFL. in Ve I(LL) -0.01 Ven(CT) -0.02 Horz(CT) -0.01 Wind(LL) 0.05 (too) Well L/d 3-8 >999 360 3-8 >999 240 2 n/a n/a 3-8 >999 240 PLATES GRIP _. MT20 244/190 Weight: 141b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-6-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=82/Mechanical, 3=51/Mechanical, 1=163/0-8-8 Max Horz 1=123(LC 12) Max Uplift 2=-114(LC 12). 3=-29(LC 12), 1=-114(LC 12) Max Grav 2=82(LC 1), 3=62(LC 3), 1=163(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsq Ill B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 3 except (jt=lb) 2=114,1=114. Walter P. Finn PE No.22839 MTek USA Inc. FL Cod 6634 8904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 A WARNING-VerU des(gnpwameteroand READNGTES ON TN/SAND INCLUDED MREKREFERANCEPAGEMI47423rex.. 100112015BEFGNEUSE Design valid for use only with MirekS connectors. This design is based only upon parameters shown, and B for on Individual building Component, not a rues system. Before use, the building designer must von"re applicability of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated is to prevent buckling of lndlviducl truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses antl fuss systems seeANSU1P11 Quality CModu. Goal and SCSI Burch➢ Component 6904 Parke East BWe. Safety Informatiornvollable from Truss Plate Institute. 218 N. Lee Sheet Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Tress Type Oty Ply T18203896 76308 JO JACK -OPEN 1 1 Job Reference (optioned) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:34 2019 Page 1 ID:6UB202bXflu7OmEtbl 14J4zKEV4.gJPILVCNtn01 C3FcAmwzB416fmYyfI3cM8cLzIya4ut Scale = 1:11.4 Plate OHsets(XY)-. [1:0-2-20-0-2][1:0-1-31-0-111 LOADING (psf) SPACING- 2-" CSI. DEFL. in (roc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC , 0.49 Vert(LL) -0.00 8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Ved(CT) -0.01 3-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoa(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Wind(-L) 0.02 3-8 >999 240 Weight: 121b FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=69/Mechanical,3=44/Mechanical,1=144/0-8-8 Max Hom 1=107(LC 12) Max Uplift 2=-95(LC 12), 3=-27(LC 12), 1=-100(LC 12) Max Grav 2=69(LC 1). 3=52(LC 3), 1=144(LC 1) FORCES. (Ib) - Matt CompuMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing diroctlyapplied or 3-6-6 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This tress has been designed for a 10.0 Dot bottom chord live load nonconcurrent with any other live loads. 3) • This tress has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 2, 3 except (jt=1b) 1=100. Water P. Finn PE No.22839 MTek USA, Inc. FL Cod 6634 6904 Parke East Bind. Tampa FL 33610 Date: September25,2019 AWARNING- VeNrydn1grjaremefexsandREAON07ES0N7iMMOINCLUOFDM?EKNEFENANCEPAGEMM174TJrev.1fV6G2015B£FONEUSE Design valid for use only with MneeS connectors. The design b based only upon parameters shown, and Is for an Individual building component, not a muss system. Before use, the building designer must verity the oppllcabJHy of design parameters and property Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of individual Mae We and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse wlM possible personal ln)ury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of musses and truss systems SnANSVTPII Quo"BTry CMrrda, DSB4t9 and SCSI Building Component Salety Informollonsn, 69N Parke East Blvd. Tampa, FL 33610 liable from Truss Rate Institute. 218 N. Ise Street Suite 312 Alexandrio, VA 22314. Jab Truss Truss Type Div Ply T18203897 7630E JR JACK -OPEN 1 1 Job Reference (optional) • • •-. • • • •_•� , • a.su s eug ep eel9 MI I ex In0e6mes, Ina. vvea bep 2b 12:43: v 2e1B rage 1 ID:6UB202bKflu?OmEtbll4J4zKEV4-gJPILVCNtn01C3FcAmv B417smZFfl3cMBcLzfya4ut Scale =1:11.0 3x4 = LOADING (Pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Gnp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TIC 0.41 BC 0.53 WEI 0.00 Matnz-MP DEFL. in Ved(LL) -0.00 Vert(CT) -0.01 HOR(CT) -0.00 Wind(LL) 0.02 (loc) Vdefl LO 8 >999 360 3-8 >999 240 2 n1a n/a 3-8 >999 240 PLATES GRIP MT20 244/190 ,. Weight: 12 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-4-1 cc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=64/Mechanical, 3=41/Mechanical, 1=137/0-8-8 Max Horz 1=101(LC 12) Max Uplift 2=-88(LC 12). 3_ 27(LC 12), 1=-95(LC 12) Max Grav 2=64(LC 1), 3=49(LC 3), 1=137(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=451t; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. Walter P. Finn PE NoIN39 M17ek USA, Inc. FL Cud 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 25,2019 Q WARNING- Vedfydeelgnparamefersend RE4ONOTES ON MiSANOINCLUOFDMRKBEFENANCEFAGEMO7MT v. Paol at5 BEFORE USE Design valid for use only v4M MBek® connectors. ThIs design Is based only upon parameters shown, and Is for an Indhidual building component, not a truss system. Before use. Me buliding designer must verity the applicability of design parameters and properly Incorporate nib design Into the overall bu6ding design. Bracing lndlcoied Is to prevent buckling of lntlNldual truss web and/or chord members only. Addltlonal temporary antl permanent bracing M!Tek' Is always requlred for stabliity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and brocing of trusses and truss systems seeAN9VrP11 Goal My criteria. D9549 and BC91 Bull Component 69M Parke East Blvd. 9arrry Nlomralbnovolloble nom truss Plate InstiNte.27B N. Lee sheet suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type OtY Ply T18203898 76308 JS JACK -OPEN 1 1 Job Reference (optional) I miss, Inc., Fan Flares, FL Us = 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:35 2019 Page 1 ID:6UB202bXflu?OmE1b114J4zKEV4J Vz7ZrD?d5YugDgpkU RCk1 rMSAzaOlJlboMuV6ya4us Scale = 1:9.6 Plate Offsets (X Y)-- f1:0-2-2 0-0-21 f1:0-1-3 1-0-111 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Ill Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Ven(LL) -0.00 8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Ven(CT) -0.00 8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Wind(LL) 0.00 8 >999 240 Weight: 9lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=46/Mechanical,3=32/Mechanical,1=111/0-8-8 Max Hoa 1=79(LC 12) Max Uplift 2=-62(LC 12), 3=-25(LC 12), 1=-77(LC 12) Max Grav 2=46(LC 1).3=35(LC 3), 1=111(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All fames 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL-3.Opst h=22ft; B=45tt; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) zone; cantilever left exposed ;C-C for members and tomes & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chard and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 2, 3, 1. Walter P. Finn PE No.22839 MliTek USA, Inc. FL 16634 69D4 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 O WARNING-Vedry Eesrgn paramefersanGRE40NOTE50NT SMDINCLUDWMREKREFERANCEPAGEMIP74M3 l.. le'V52015BEFOREUSE Design valid for use only wIM MTeM connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system, Before use. Me building designer must vetlty the applicability of design parameters and properly Incorporate this design Into the overall bulldingdeslgn. Bracing Indicated is to buckling of lndNlduai trussweb and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for smitrity, and to prevent collapse wlM possible personal Injury and property damage. For general guidance regarding the fabrlcaflort storage, delNery. erection and bracing of cusses and cuss systems. seeANSVD'11 Quality Cs6ab, DS049 tied SCSI BuildingComponent SafNy Mformafbfnvoloble from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria, VA 22314. 6904 Perk, East BNd. Tampa, FL 33810 Job Truss Truss Type Ory Ply T76203899 76308 JT JACK -OPEN 2 1 Job Reference (optional) Truss, Inc., Pon Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:35 2019 Page 1 I D:6U8202bXflu?OmE1bl l4J4zKEV4-J Vz72rD?d5YugDgpkURCkIrN3AOFOIJlboMuV6ya4us Scale = 1:8.2 3x4 LOADING (pal TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate GriP DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/I'PI2014 CSI. TC 0.07 BC 0.10 WB 0.00 Matrix -MP DEFL. in Vert(LL) -0.00 Vert(CT) -0.00 Horz(CT) -0.00 Wind(L-) 0.00 (loc) Well Ud 6 >999 360 6 >999 240 2 rlfa Na 6 >999 240 PLATES GRIP MT20 244/190 Weight: 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directlyapplied or 1-10-11 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=28/Mechanical, 3=24/Mechanical, 1=87/0.8-8 Max Horz 1=58(LC 12) Max Uplift 2=36(LC 12), 3=.24(LC 12), 1=60(LC 12) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=22h; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 2, 3, 1. Walter P. Finn PE NoZ839 fdTek USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: September 25,2019 QWAHNING-Ved/ydesl9.p n,mefers and HEAD, NOTES ON TN/SAND INCLUDED Mn-EKHEFEHANCEPAGEMIL74Y3 rev. 140SQ0159EFOHEUSE Design valid for use only with MgekO connectors. This design Is based Only upon parameters shown, and a for an hdMduol building component, not �� a nuns system, Before use. the building designer must verify the applicability of design parameters and Drapery incorporate this design Into the overall bullding design, Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporory and permanent bracing MiTek' Is always required for stability and to prevent collopse with possible personal Njury and Drapery damage. For general guldonce regarding the fobrlcanon. storage. delivery, erection and brochar of trusses and truss systems seeANg frpD QUIT yCMede. D95419 and BCSI EuldMp Component Sabty mfonnaBOHwopoble Suite 312. Alexandria. 22314. 6so4 Parke East Blvd. Temp., FL 33610 from Truss Plate Institute, 21B N. Lee Sheet VA Job Truss Truss Type i]ty Ply T18203900 76308 JU JACK -OPEN 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:36 2019 Page 1 ID:6U8202bxflu?OmEtb114J4zKEV4-niW VmBDdOP91RNP?IBySGVOZUaNr7CZvgS5S1Yya4ur LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (too) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Ven(LL) -0.00 1 >999 360 TCDL 7.0 Lumber DOL 1.2-9 BC 0.01 Vert(CT) -0.00 1 >999 240 BCLL D.0 ' Rep Stress 1, YES WB 0.00 Horz(CT) -0.00 2 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Wind(LL) 0.00 5 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x6 SP No.2 REACTIONS. (lb/size) 2=11/Mechanical, 3=16/Mechanimi, 1=76/0.8-8 Max Horz 1=43(LC 12) Max Uplift 2=-18(LC 12), 3=-18(LC 12), 1=-53(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.2 PLATES GRIP MT20 2441190 Weight: 6lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=22tt; B=45N; L=24N; eave=4ff; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; cantilever left exposed ;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 3, 1. Walter P. Finn PE No22039 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 Q%%RNWG-Vedrydes19rP mefersand READ NOTES ON 7NMANDWCLUD£DMNEKREFERANCEPAGEMI474YJrev. rda3,1015aEFORE USE. Design valid for use only with MOekO connectors. rhls design Is based only upon parameters shown, and Is for an Indidual building component, not a fuss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate th6 design Into the overall building design. Bracing Indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal blury and property damage. For general guidance regarding ire fobricaron, storage, delivery, erection and bracing of fusses and fuss systems, seeAN3VIP11 QuoflBT1yCrlMdo. DSB-89 and BCSI Building Component Si Informatbnce cl able from Truss Plate Institute. 218 N. Lee Street. Sure 312. Alexandre, VA 2214. MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type my Ply T18203901 76308 JV JACK -OPEN 2 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 1-2-0 � 1-2-0 4x4 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:37 2019 Page 1 ID:6UB202b%flu?OmEtbll4J4zKEV4-Fu4tzxEFgloc3W BsvUhplwgszZ8sfp236Ra_ya4uq F LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 VOil (CL) -0.00 6 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC , 0.65 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 ' Rep Stress Inet YES WB 0.00 Hord(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 2=-O/Mechanical, 3=84/0-9-8, 3=84/0-9-8 Max Hoa 2=-127(LC 12), 3=163(LC 12), 3=-90(LC 1) Max Uplift 3=-136(LC 12) Max Grav 3=84(LC 1), 3=84(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-457/83 BOTCHORD 1-3=-91/594 Scale = 1:6.7 PLATES GRIP MT20 244/190 Weight: 4lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=22ft; B=45ft; L=241t; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 3=136. Walter P. Finn PE No22839 Mi rek USA, Inc. FL Cod 8636 8904 Parke East Blvd. Tampa FL 33810 Date: September 25,2019 QWARNWO-VeN/yde gnpammefemmd REAONOMS ON MIS AND INCLUDED MREKREFER4NCEP4OEMLL7473mv. 10,031201SBEFORE USE. Design valid for use only with Milek® connectors. This design Is based only upon parameters shown, cnd Is for an Individual building component, not a truss system, Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buadingdeslgn. Bracing Indicated is to prevent buckling of hdivWual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stobaky and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the tobecamon. storage, delivery, electron and bracing of musses and truss systems weAN3UrPlt Quellppyy Criteria. O9e-09 and BC31 loading Component Sa/eM Informatbmvoaoble from Muss Plate Institute, 218 N. Lea street. Sume 312 Alexandria. VA 22314. MiTek' fi9rK Palle East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18203902 76308 JW JACK -OPEN 1 1 Job Reference (optional I russ, Inc., FOrt Fierce, FL 3x4 = 3x6 II 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:37 2019 Page 1 ID:6U8202bXflu?OmEtbil4J4zKEV4.Fu4tzXEF9ioc3W BsvUhpjweczbwsfp236r?a_ya4uq LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 VBrt(LL) -0.01 3-8 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.01 3-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 We n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-MP Wind(LL) 0.03 3-8 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=78/Mechanical, 3=48IMechanical, 1=156/0-8-0 Max Harz 1=125(LC 12) Max Uplift 2=-111(LC 12), 3=-28(LC 12), 1=-105(LC 12) Max Gray, 2=78(LC 17), 3=59(LC 3), 1=156(LC 1) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.6 PLATES GRIP MT20 244/100 Weight: 13 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directlyapplied or 3-10-7 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0i h=22f ; B=45ft; L=24ff, eave=oft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C EMerior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-9-11 zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except (jt=lb) 2=111,1=105. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 OWARNING- Vedfydav9mparamet..dRE4D NOTES ON TNISANDMCLUOEOM/FEKRUF ANCEPAGEM/74n.v. 70,032015BEFOREUSE Design valid for Use only wIM MRek® connectors. Mb design Is based only upon parameters shown. and Is for an Individual building component, not a hum system. Before use, Me building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bulltling design. Bracing Indicated b to prevent buckling of individual him web and/or chard 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 Me fabricatica storage. Sabty delivery. erection and ham TnAS PIote lnsllMe. 21B �tV4MrM, 05689 and BC51 Building Component 8NLee Sheet, Rveao, VA2231 MiTek' TampaeFLe 336f0�d Job Truss Truss Type Oly Ply T18203903 76308 JX JACK -OPEN 1 =ObReference (optional) Chambers I was, Inc., Fort Pierce, FL 3x4 = 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:38 2019 Page 1 ID:6U8202bXflu?OmEtb1I4J4zHEV4-j4eFBtFuwOwThgYOPc?wLwTtiZN1 b62BHmaY6Rya4up Scale = 1:9.6 Plate Offsets (X,Y)-- [1:0-1-14 0-0-21 [1:0-1-4 0-11-141 LOADING (pso SPACING- 2-04) CSI. DEFL. in (loc) Vdefl Lod PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Ven(LL) -0.00 8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.00 8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20171rP120I4 Matll Wind(LL) 0.00 8 >999 240 Weight: 9111 FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=42/Mechanical, 3=30/Mechanical, 1=105/0-e-0 Max Harz 1=79(LC 12) Max Uplift 2= 59(LC 12), 3= 24(LC 12), 1=-71(LC 12) Max Gmy 2=43(LC 17), 3=33(LC 3), 1=105(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-9 oc pur ins. BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.1e; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pot bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. Walter P. Finn PE No.22639 MITek USA Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 O WARNING-VmUyd4s/9nparsmefem.dREADNOTES ON TNEANDOCLUDWMDEKREFERANCEPAGEMb14M4 . Iaeamin5RUCIRE USE Design valid for use only with NI connectors, This design b based only upon parameters shown, and Is for an Individual building component, not ��- a hum system. Before use, the building designer must verity the applicobllity of deci parameters and properly Incorporate this design Into the overall bulltlingdesign. Bracing Indicated a to buckling individual trussweb and/or chord members only. Additional temporary and bracing A MiTek* prevent of permanent Is always required for slat 6r y and to prevent collapse with possible personal Injury and property damage. For general guidance regartling me fabrication. storage, delivery, erection and bracing of busses and truss sysmse tes eANSVIPI l CuComoro.Cdo. VSO49 and SCSI Building Component Sahy N tformatbmvalloble from Truss Plate Insfitule, 218 N. Lee sheet, SuBe312. Alexontlrlo. VA 22 14. 6904 Palle East BNd. Tampa, FL 33610 Job Truss Truss Type Oty Ply TlB203904 76308 JZ JACK -OPEN 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.320 a Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:38 2019 Page 1 ID:6U8202bXflu7OmElbl 14J4zKEV4-j4eFBtFuwOwThgYOPc7wLwTt3N Kb62BHmaY6Rya4up hV2 0-12 Seale = 1:6.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Ven(LL) -0.00 6 ntr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.00 6 ntr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix -MP Weight: 3lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 2--0/Mechanical, 3=77/0-8-4 Max Horz 2=-108(LC 12). 3=142(LC 12) Max Uplift 3=-124(LC 12) Max Gmv 3=77(LC 1) FORCES. (to) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOTCHORD 1-3=-80/328 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-12 oc pur ins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; ETga D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=124. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 25,2019 Q WARNING-VelYdesignpammeterxand NEAP NOTES ON TH/SANDINCLUDED MIFEKNEFEBANCEPAGEMIPM3mv. ebA42015 BEFORE USE DOLgn valltl for use 0Ny with M6ekaDconnectors.IDis tlesign Is based only upon parameters shown ontl 6 for an IntllNtlual bwiding component not ��' a fiu0 system. Before use, me builtling designer must verily me oppllcoblyl ai design parameters and properly Incorporate this design Into the overall building tleLgn. Brodng mtlicotetl is to prevent buckling of lndNltlual buss web and/or chord members only. Atltlifionpl temporary and permanent bracing MiTek' b always requketl far stability and to prevent collapse wlm pos9ble personal hjury ontl proparlY tlomage. For general guidance regarding me fabrlcatlonetomge,delNeW. erection ontl brpcmg of}n�sesond buss systems seeAN$I/IP11 pyolM CMeM.,SBd9and SCSI BuldYrp Component Sof-ly mforma6orxrvoilable Suite 31Z Alexandria. 22 1It 6906 Pefxe East Bivd. Tampa, FL 33610 from Truss Pare Insfiture. 218 N. Lee Skeet. VA Job Truss Truss Type OIy Ply T18203905 76308 KJ5 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) russ, inc., ron rlards, FL LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEDGE Left: 2x4 SP No.3 3x4 = 3.6 II SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor NO Code FBC2017/TPI2014 8.320 s Aug 28 2019 MITek Industries, Inc. Wed Sep 25 12:43:39 2019 Page 1 ID:6U8202bX8u?OmEtb114J4zKEV4-BHCeODGWhK2Klg7azKW9u80_sNJKZILW OK6etya4uo Scale = 1:15.3 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TC 0.40 Ven(LL) 0.27 3-8 >334 240 .MT20 244/190 BC 0.35 Vert(CT) -0.22 3-8 >410 240 WB 0.00 Horz(CT) -0.02 2 n(a We Matdx-MP Weight: 241b Fr=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=169/Mechanical, 3=108/Mechanical, 1=308/0-11-5 Max Horz 1=173(LC 8) Max Uplift 2=-222(LC 8). 3=-72(LC 8), 1=255(LC 8) Max Grav 2=169(LC 1), 3=125(LC 3). 1=308(LC 1) FORCES. (lb) -Max. CompJMax Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except (jt=lb) 2=222, 1=255. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 108 lb up at 4-10-6, and 51 Ib down and 108 Its up at 4-10-6 on top chord, and 241b down and 361b up at 4-10-6, and 24 Ito down and 361b up at 4-10-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2=-54, 3-4=-20 Concentrated Loads (Ib) Vert: 9=4(F=-2, B=-2) 10= 28(F=14, B=-14) Walter P. Finn PE No.22639 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data; September 25,2019 AWARNING -VedlydeslgnpammeremandREADNOTESONTN/SANDXCLUD£DMnEKHEFEHANCEPAGEMO7479rev.1NAa2015BEFORE USE Design voila for use only with MBek® connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a muss system. Before use, me building designer must verify the opplicobeity 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 me fobrlcanon storage. delivery. erection and bracing of hussesond musssystems,see/WSUrpN Qua[ CMedo,DSB-69 and SCSI Isulding Component Safety InformolbTruss; Pl novolloble from Truate Institute. 218 N. We Sheet. Suite 312. Alexandria. VA 22314. MtTeW 6904 Parke East Blvd. Tampa. FL 33610 Job Truss Truss Type Oty Ply T18203906 76308 KJA DIAGONAL HIP GIRDER 1 1 Job Reference (optional) use, Inc., Fort Pierce, FL LOADING (psi) TOLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 3x8 II SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/rP12014 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:40 2019 Page 1 ID:6UB202bXflu70mEtbl 14J4zKEV4-frm0cYHSSdABw_imX1 I ORLYCNBhZ3yOU143fAJya4un Scale =1:17.3 CSI. DEFL. in (loc) Mail Ud PLATES GRIP TC 0.22 Vert(LL) 0.07 6-11 >999 240 MT20 244/190 BC 0.22 Vert(CT) -0.04 6-11 >999 240 WB 0.26 Horz(CT) -0.01 4 r1a n/a Matrix -MS Weight: 361b FT=20% BRACING - TOP CHORD Structure[ wood sheathing directly applied or 6-" oc puffins. BOTCHORD Rigid ceiling directly applied or 7-11-15 oc bracing. REACTIONS. (lb/size) 3=57/Mechanical,4=304/Mechanical,1=430/1-1-15 Max Horz 1=191(LC4) Max Uplift 3=-88(LC 4). 4=-346(LC 4), 1=-504(LC 4) FORCES. (Ile) - Max CompJMax. Ten. -All tomes 250 (lb) or less except when shown. TOPCHORD 1-2=-647/696 BOTCHORD 1-6=-792/621, 5-6=792/621 WEBS 2-5=-696/887 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 3 except Qt=lb) 4=346, 1=504. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 30 lb up at 2-5-12, 36 lb down and 69 Ib up at 4-4-7, and 55 Ib down and 111 Ill up at 5-11-9, and 571b down and 1271b up at 6-9-12 on top chord, and 52lb down and 139 he up at 1-11-2, 7 Be down and 21 lb up at 2-5-12, 16 Ib down and 31 lb up at 4-4-7, and 23 Ib down and 38lb up at 5-11-9, and 31 Ib down and 39 lb up at 6-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (elf) Vert: 1-3=-54, 4-7=-20 Concentrated Loads (lb) Vert: 6=-15(B) 11= 7(B) 13=-12(F) 14=-52(F) 15=12(F) 16=-23(F) Walter P. Rnn PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 25,2019 Q WARNING- VeNry✓esrgnperamefa..d READNOTES ON PI/SAND INCLUDED hl EKREFERANCEPAGEM&7473rev. iN121a915BEFORE USE. Design valld for use only with Mmek® connectors. This design Is based only upon parameters shown, and 0 for an Individual building component, not a tsoss system. Before use, Me building designer must verify the applicability of design parameters and properly Incorporate this design Into Me overall bulltling design. BracingIndicated 6 to prevent buckling oflndlvoual 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 Me fabrication Storage, delivery, erection and bracing of trusses and truss systems, seeAWSVrPI1 Qua[ MSyy CRr Fla, DSB49 mild SCSI building Component 6904 Parke East Blvd. Subly Informatlemb iloble from Tress Plate Institute, 218 N. Lee Sheet. Suiie312, Alexontlrlo. VA 22314. Tampa, FL 33610 Job Truss Truss Type ::��Jb T18203907 76308 KJB DIAGONAL HIP GIRDER Flat Il Chambers Truss, Inc., Fort Pierce, FL 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:41 2019 Page 1 ID:6U8202bXflu7OmEtbll4J4zKEV4.7fKOpuHmDxl2Y8Hy5IYdzY5Nnb1 PoOgezkpCjlya4um 6.6-8 9.6.10 6.6-8 3.0.2 Scale = 1:18.1 3x4 = 3.6 11 LOADING (psf) TILL , 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.24 BC 0.24 WB 0.25 Matriz-MS DEFL. in Vert(LL) 0.08 VerI CT) -0.07 Horz(CT) -0.01 (loc) Vdefl Ud 6-11 >999 240 6-11 >999 240 4 n/a n/a PLATES GRIP MT20 244/190 ,. Weight: 37 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=51/Mechanical, 4=392M1echanical, 1=418/1-2-4 Max Horz 1=209(LC 4) Max Uplift 3=-80(LC 8), 4=-413(LC 4), 1— 393(LC 4) FORCES. (Ib) - Matt Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-666/614 BOT CHORD 1-6=-714/629, 5-6=-714/629 WEBS 2-6=-188/277, 2-5=753/856 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcurenl with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except 01=11s) 4=413, 1=393. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29 lb down and 31 lb up at 1-7-11, 26 lb down and 37 lb up at 1-10-7. 48 lb down and 103lb up at 4-5-12, 46 Its down and 92 Its up at 4-9-2, and 73 Its down and 171 Its up at 7-1-1, and 77 lb down and 174 Ib up at 7-10-7 on top chord, and 8 lb down and 19 Its up at 1-10-7. 23 lb down and 28 lb up at 4-5-12, 20lb down and 34lb up at 4-9-2. and 41 lb down and 38 Its up at 7-1-1, and 41 lb down and 46 lb up at 7-10-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3— 54, 4-7=-20 Wafter Concentrated Loads (lb) P. Finn PE No.22839 Vert: 11=-B(F) 13=-2(F) 14=-35(F) 15= 23(B) 16=-26(F=-12, B=-13) 17=-33(F) 18=-31(B) MRek USA Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33B10 Date: September 25,2019 QWARNING.VeNrydeslgnparamefem.rd REAONOWS ON FN/SANDINCLUDEDMr KREFENANCEPAGEMIP74YJmv. 101)320156EFONE USE Design valid for use only w1M MiTek® connectors. IIes design Is based only upon parameters shown, and Is for an Individual bantling component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate 1N5 design Into the overall butting design. Bracing indicated is to prevent buckling of indlvlducl cuss web and/or chord members only. AddItanal temporary and permanent bracing b always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance raga ding the fabrlcaffon storage, delivery. erection and bracing of tnssses and trusssystems, seeANSVTPI1 Qualtl8yy CritelliDSB-59 antl BCSI Building Component Safety Informs flonavailable from Truss Plate Institute, 218 N. lee Sheet Suite 312, Alexontlrlo, VA 22314, ��- MOW 6904 PaMa East Btud. Tampa, FL 33810 Job Truss Truss Type Oly Ply T18203908 76308 KJC DIAGONAL HIP GIRDER 1 1 J bit f f t all uul.. inc., run Fierce, rc 3x4 = 3x6 11 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:42 2019 Page 1 10:6U8202b%flu?OmEtbl 14J4zKEV4-bsuml EIO FOv9ls9eS3sWmeWX_MSXv2nCNYmFCya4ul Scale = 1:15.6 Plate Oftsets(XY)-- 11:0-2-140-0-11 [1:0-1-21-3-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.37 Vert(LL) 0.23 ,- 3-8 >365 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.32 Vert(CT) -0.18 3-8 >463 240 BCLL 0.0 Rep Stress [nor NO WB 0.00 Horz(CT) -0.02 2 n/a nfa BCDL 10.0 Code FBC2017rTP12014 Matdx-MP Weight: 23 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEDGE Left: 2x4 SP No.3 REACTIONS. (IWsize) 2=251/Mechanical, 3=1091Mechanical, 1=300/0-10-7 Max Holz 1=177(LC 8) Max Uplift 2=-349(LC 8), 3=-81(LC 8), 1=-257(LC 8) Max Gray 2=251(LC 1), 3=121(LC 3), 1=300(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 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4N; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 side will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=349, 1=257. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 29 lb down and 36 lb up at 2-1-14, 51 Ib down and 110 Ito up at 4-5-15, and 61 lb down and 1331b up at 5-3-4, and 871b down and 182 It, up at 7-0-9 on top chord, and 10 Ito down and 27 Ile up at 2-1-14, and 26 lb down and 37 Ib up at 4-5-15, and 30 lb down and 40 lb up at 5-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=54, 3-4=-20 Concentrated Loads (lb) Vert: 2=-87(F) 10=-4(F) 11=-4(B) 12=-10(B) 13=-16(F) 14= 18(B) Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 8904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 QWARNING- Vedrydeslgnparamefane.d READNOTES ON MXMDMCLUD£DMfrEKREFERANCEPAGEMh74m e.. IgtW?015BEFORE USE -- 07 -'' Design valid for use only With MBe'x® connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of Individual Muss Web and/or chord members only. Additional temporary and permanent bracing MiTek' Is alwoys required for stoically y and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSI/IPIT Quis"yy Cmeda, DSB-69 and BCSI Building Component 69M Parke East Blvd. SafNy Infoirrotiona noble from Truss s Plate Institute, 218 N. Lee Street, Suite 31Z AlexVA 22314. Tampa, FL 33610 Job Truss Truss Type ally Ply T18203909 76308 KJD DIAGONAL HIP GIRDER 1 1 Job Reference (optional cuss, Inc., Fort Pierce, FL 4x4 = 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:42 2019 Page 1 ID:6U82O2bXflu7OmEtbll4J4zKEV4-bsumlElO FQv9ls9eS3sWmeZE_MWXw2nCNYmFCya4ul Scale =1:6.7 eROVIDE BEARING CONNECTION(S) TO RESIST -IORIZONTAL REACTION(S) SHOWN. 4DEQUATE SUPPORT REQUIRED. Plate Offsets (X h-- 11:0-2-2 Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Ven(LL) -0.00 6 nfr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Ven(CT) -0.00 6 n/r 120 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Hom(CT) 0.00 n/a n/a BCDL 10.0 Corte FBC2017/TPI2014 Matrix -MP Weight: 4111 FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (Ib ize) 2=-0/Mechanical, 3=94/0-10-10 Max Horz 2= 166(LC 12), 3=201(LC 12) Max Uplift 3=-151(LC 12) Max Grav 3=94(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-602/106 BOTCHORD 1-3=-1131736 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 3=151. Walter P. Finn PE No.22636 MrTak USA, Inc. FL Carl SOU 6904 Parke East Blvd. Tampa FL 33610 Dale: September 25,2019 A WARNING -Verify Jeargiparemerem and READNOTES ON TNRANOINCLUDEDMREKREFERANCEPAGEMX74net 11aT32O1SBEFORE USE Design valid for use only with Mffek® connectors, This design Is owed only upon parameters shown, and Is for an individual building component, not 0 to at 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 l ing of lndMdual puss web and/or Chord members only. Additional temporary and permanent bracing k always required for sfabillty, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of husses and hugs systems. seeAN3VIP11 QuolMMyy Criteria, DSBd9 antl SCSI Building Component Safety InformellonavolabMe. ie from Trust Plate Ios6218 N. use Sheet, Suite 372 Alexandtlo. VA 22314. MiTek' 6904 Parke East Bald. Tampa, FL 33610 Jab Truss Truss Type Ply 771 T18203910 76308 KIP DIAGONAL HIP GIRDER 1 Job Reference (optional) Truss, Inc., Fort Pierce, FL 3x4 = 8.320 s Aug 28 2019 MiTek Industries, Inc. Wed Sep 25 12:43:43 2019 Page 1 ID:6U8202bXflu7OmEtbl 14J4zKEV4-42S8EaJDlyymnRRLC9a52zA1401EGNIXR1 Uneya luk Ig Scale=1:11.3 ' 0.6.0 4.2-8 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (lac) Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.03 3-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.02 3-7 >999 240 SCLL 0.0 ' Rep Stress [nor NO WB 0.00 HOrz(CT) -0.01 2 n/a Na .- BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 141to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=206/0-4-15,2=98/Mechaniml,3=45/Mechanical Max Horz 1=B3(LC 8) Max Uplift 1=-233(LC 8), 2=-1 WILD 8).3=-78(LC 8) Max Grav 1=206(LC 1). 2=98(LC 1), 3=72(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Gt=1b) 1=233, 2=109. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 Ib down and 361b up at 2-0-6, and 91 lb dawn and 36 lb up at 2-0-6 on top chord, and 3 It, down and 21b up at 2-M, and 3 Ib down and 2lb up at 2-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2— 54, 3-4=-20 Concentrated Loads (Ib) Vert: 9=-6(F=-3, B= 3) " Walter P. Finn PE No.22839 MiTek USA, Inc. FL Ced 6634 69M Parke East Blvd. Tampa FL 33610 Date: September 25,2019 ,& WARNING- VeGrydeelgOm..eferaanCREADNOTE50NMEANOPICLUDMUM KR£FEMNCEPAGEMIP7413rev. 16NYf015BEFOREUSE Deslgn valid for use only Wth MreMaconnecton. rues doslgn Is based only upon parameters shown, and Is for on Individual bulldIng component, not ��' a truss system, Before use, the building designer must verify me appllcocalty of design parameters and properly Incorporate this design Into the overall buIldingdedgn. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addltlonol 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, seeANSUIPit poppy CrBnb. DSB49 and BCSI 6uldEg Comporont Sabty mfolmatbfovoilable from Sheet Suite 312. Alexandra, 22314. 6904 Parka East Blvd. Tampa, FL 33610 Truss Rate Institute, 218 N. Lee VA Job Truss Truss Type Oly Ply T18203911 76308 MV2 Valley 1 1 Job Reference (optional) C.32U S Aug eo 2ul a mu ex Industries, Inc. Wed bep 2b 12:43:442U1 a rage ID:6U8202bXflu?OmEtbl 14J4zKEV4-YE? W RwKeW sgdPbOXm16KbBjwOo6T?gX4gh1 tJ4ya4uj 5 On r19 2 3 3x4 i Scale = 1:6.9 LOADING (psl SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) Na - rtla 999 MT20 244/190 TCDL 7.0 Lumber IDOL1.25 BC 0,03 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Inch YES WB 0.00 Horz(CT) -0.00 2 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. fib/size) 1=47/2-0-0, 2=34/2-0-0, 3=13/2-0.0 Max Horz 1=42(LC 12) Max Uplift 1= 32(LC 12), 2=-53(LC 12) Max Gran, 1=47(LC 1), 2=34(LC 1), 3=25(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave , ft; Cat. II; Exp D; Encl., GCpl-0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires Continuous bottom chord bearing. 3) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joints) 2 Considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s)1, 2. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 6834 6SO4 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 AWARNING -yer/lydesignparametersandREADNOTEsONMISANDINCLUDED MITEKREPERANCEPAGEM6]47a lova2015aEPOREUSE volld for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for on Individual bull ing component, not a huss system. Before use, me building designer must verify the applicability of design parameters and properly Incorporate this design Info the overall buliding design. Bracing indicated is to prevent buckling of Individual truss web cnd/or chord members only. Additional temporary and permanent bmcing Is olways requPed for stability and to prevent collapse w,th passible personal Injury and property damage. For general guldonce regarding me fabrlcaton, storage, delh ely, erection and bracing of messes and huss systems, seeANSVIPII Qua, d y. Crdalb, OS349 and BCSI Building Component safety Infermplbnovaaoble from Truss Rate Institute, 218 N. Lee Sheet, Sblte 31Z Alexandda VA 22314. Of MTek' 69o4 Palle East Blvd. Tampa, FL 33610 Job Times Truss Type Oly Ply T18203912 76308 MV4 Valley 1 �Jb rence (optional) wamoers i rass, Inc., ron rierce, rL a.dzu s Aug za zul a MI I eK Industries, Inc. Wee cap zb IZ:4a:44 zul a rage i ID:6U8202bXflu?OmE1b1I4J4zKEV4-YE?W RwKeWsgdPbOXmt6KbBjoyo4w?gX4ghltJ4ya4uj 2 Scale = 1:11.1 3 Us 3x4 II I LOADING (ps() SPACING- 2-M CSI. DEFL. In (lac) Udeg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.63 Ved(LL) n/a - n/a 999 MT20 244/190 TCDL„ 7.0 Lumber DOL 1.25 BC 0.19 VBn(CT) n1a - Na 999 ,. BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 rVa Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 13 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=116/4-0-0, 3=116/4-0-0 Max Horz 1=102(LC 12) Max Uplift 1=-79(LC 12). 3=-122(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-125/273 Structural wood sheathing directly applied or 4-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsh, h=22ft; B=45ft; L=24tt; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1 except Qt=lb) 3=122. Waller P. Finn PE No.22839 MTek USA, Inc. FL Cad 8894 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2019 Q WARNING-Vallydas/9DPer4metemerd READNOTES ON TNISANDINCLUDED MREKREFERANCEPAGEMO.7473 rev. laylol BEFORE USE Design valid for use only with MSedi) connoctors. fie design is based only upon parameters shown, and Is for on IndK9auol building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this assign Into the overall building design. Bracing Indicated n to prevent buckling of Individual truss web and/or chord members only. Additional temporary and percnanent bracing Is always reguued for Stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery. erection and bracing of trusses and case systems seeANSVIll Quality Criteria. 080-89 and SCSI Building Component S-10h, Informatbmvalable from Truss Plate fracture, 218 N. Lee Street Suite 312 Alexandria. VA 22314. MiTek' 6004 Parke East Blvd, Tampa, FL 32610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless Y. y offsets are indicated. Dimensions are in fr-in-sixteenths. Apply plates to both sides of truss and fully embed teeth, �/Idr For 4 x 2 orientation, locate plates 0-14e' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MTek 20/20 software or upon request. PLATE SIZE The first dimension Is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Indicated by symbol shown and/or by text In The bracing section of the output. Use Tor I bracing If indicated. 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 ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System I I Dimensions shown in sixteenths scale) (Drawings not to scale) 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 NUMBERSAETIERS. 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 ANSIfrPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved Ivi Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to The building designer. erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, f 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 rusks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture In accordance with ANSI/ -PI 1 Quality Crlterlo.