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RE: M11449 MiTek USA, Inc. RECEIVED 6904 Parke East Blvd. Tampa, FL 33610-4115 .Site Information:.. JAI 12 2022 Customer: GHAZANFAR SAEED Project Name: M11449 : t,�aaiet, Ceunty Lot/Block: Model: 9(�f?tlfi1oou Address: Subdivision: City: ST LUGim COUNTY State: FL 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: N/A psf This package includes 32 individual, dated Truss Design Dravuings 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# , Truss Name Date No. Seal# Truss Name Date 1 T17606012 a 7/16/2019 21 T17606032 jl 7/16/2019 2 T17606013 al 7/16/2019 22 T17606033 j3 7/16/2019 3 T17606014 a2 7/16/2019 23 T17606034 j5 7/16/2019 4 T17606015 a3 7/16/2019 24. T17606035 fl 7/16/2019 5 T17606016 a4 7/16/2019 25 T17606036 je 7/16/2019 6 T17606017 a5 7/16/2019 26 T17606037 kj7 7/16/2019 7 T17606018 a6 7/16/2019 27 T17606038 mv2 7/16/2019 8 T17606019 ata 7/16/2019 28 T17606039 mv4 7/16/2019 9 T17606020 atb 7/16/2019 29 T17606040 mv6 7/16/2019 10 T17606021 b 7/16/2019 30 T17606041 v4 7/16/2019 11 T17606022 bl 7/16/2019 31 T17606042 v8 7/16/2019 12 T17606023 b2 7/16/2019 32 T17606043 v12 7/16/2019 13 T17606024 b3 7/16/2019 14 T17606025 b4 7/16/2019 15 T17606026 b5 7/16/2019 $� 16 T17606027 g 7/16/2019 17 T17606028 gra 7/16/2019 18 T17606029 grb 7/16/2019 REVIEWED FOR 19 T17606030 gre 7/16/2019 20 T17606031 grg 7/16/2019 CODE COMPLIANCE ST. LUCIE COUNTY BOCC 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: Velez Joaquin My, license renewal.date for the state of Florida is February 28, 2021. Florida COA: 6634 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. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek 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 ANSIfTPI 1, Chapter 2. 1 of .1 UINGliN O 81$2 r � +�• : �:�� ATE OF I� 71111it%%% Joe uln Velez E N08182 MI k USA, In FL Cert6634 69 Parke Ea Blvd. Temps FL.33610 July 16, 2019 na A•' Truss Truss Type Qty Ply Job T17606012 M1 .449 A HALF HIP Job Reference (optional) UhamoersIruss,Inc., von: rierce,t-L ID:IyR4n9pYXHPhFh53Q47ng2zNtM2 jEntMFQaJTxD5gvzyXGdzKytcEggjAR8?OGuD5yxYwe 14_0 5-7 3 " 10=0-0 16-1-15' 22-2-3 '-' 28-2=6 344-5 6-1-15 6-0-3 6-0-3; 6-1-15 Scale=1:58.2 48 = 3x4 = 3x6' = 2x3 II 3x4 = 45 = 5.00 12 4 22 5 23 6 7: 8 24 25 9 2x3 3 21 � 1 0 3x8 —I 3x4 3x6 = 3x4 ._ 3x8 = 3x6 = 4x5 = 3x6 II 3x10 IL 1.4-0 .. 1-0.0 10-0-0 16-1-15 -1 22-2.3 26-2-6 344-5 1-0-6 8•&0 6-1-15 6-0-3 6.0.3 6-1-15 0-4-0 Plate Offsets (X Y)'-- [1.0-4-2 0-1-8] [4.0-5-4 0'-2-0] [17:0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). I/deti . L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL). -0.23 14-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 70.40 14-16 >986 240 BCLL 0.0 Rep Stress Incr. YES WB 0.68. Horz(CT) 0.07 . 10 n/a -.n/a . BCDL. 10.0 Code FBC2017/TPI2014. Matrix -MS Wind(LL) 0.31 14-16., >999 240 Weight: 182lb FT=20%' LUMBER- BRACING - TOP CHORD.. 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins,. BOT CHORD '2x4 SP M 30 except end verticals. WEBS 2x4 SP N0.3 BOT CHORD Rigid ceiling directly applied or 5-4-9 oc bracing. • WEBS 1 Row at mitipt 9-11 REACTIONS. (lb/size) . 10=1215/0-3-8, 17=1317/0-8-0 ; Max Horz 17=224(LC 12) Max Uplift 10=-657(LC:12), 17=-736(LC 12) FORCES. (Ib) - Max' Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1687/1031, 2-3=-2082/1428, 3-4==2022/1362, 4-5=-2401/1667, 5-7=-2241/1517, 7-8=-2241/1517, 8-9=-1475/995, 9-10=-1159/850 BOT CHORD 1-17=-1175/1806, 16-17=-1451/1806, 14-16=-1339/1854, 13-14=-1667/2401, 11-13=-995/1475 WEBS 4-14=-445/662, 5-14=-232/260, 7713=-312/303, 8-13=-637/935, 8-11=-8B9/728, 9-11=-1196/1775,2-17=-1062/1051 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-O:to 3-5-4, Intedor(1) 3-5-4 to 10-0-0, Exterior(2) 10-0-0 to 14-10-5, Interior(1) 14-10-5 to 34-2-9 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding., . 3) This truss has been designed for a10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has-been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5). Provide mechanical connection (by others) of truss to. bearing plate capable of withstanding 100, lb uplift at joint(s) except Ot=lb) 10=657,17=736. p. ' Joaquin Vslez PE No:68182i: WTek USA; IncA Cerf6834 •- 690¢:Parke.Eastdkv o'.TampaFL'338.10,f : Date: July 16,2019 & WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only -upon parameters shown, and Is for an Individual building component, not - ' atruss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall indicated is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• building design.. Bracing prevent of is always required for stability and to prevent collapse with possible personal injury, and property damage. For general guidance regarding the . ' fabrication, storage,: delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component . 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL W610 Job Truss Truss Type Qty Ply ' T17606013 M11449 Al HIP 1 1 Job Reference (optional) uhamoers i russ, Inc., - t-ort Fierce, t-L o .. . ID:IyR4n9pYXHPhFh53Q47ng2zNtM2-BQLGZbRC4n34i_U9WFnsWXU2eewaSaYHE2?RIXyxYwd 19-0-0 26-0-0 30=1-2 34-4-5 113-0 6-4-5 - 43-11 7-0-0 7-0-04-1-2 4-3-3 scale=1:58.2 4x8 = 2x3 II 4x8 = 4 22 23 .5 24 6 I I to 4x5 = 2x3 II 3x4 = 3x6 = U8 = 3z6- _ 3x4 = 6x8 = 3x10 II 1-4-0 - 6 1-0-0 7-8-5 12-0.019-0+0 26-0-0 34-4-5 1-0-0 6-45 - 43-11 7-0-0 7-0-0 B-4-5 0-4-0 Plate Offsets (X Y)-- 11.0-1-14 Edge] [4.0-5-4 0-2-0] [6.0-5-4 0-2-01 [16'0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl _ Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.20 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL . 1.25 BC 0.99 Vert(CT) -0.36 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.88. Horz(CT) 0.07 . 9 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix -MS Wind(LL) 0.26 14-15 .>999 240 Weight: 180 lb FT = 20%e LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins,: BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc.bracing. REACTIONS. (lb/size) 9=1215/0-3-8, 16=1317/0-8=0 Max Horz 16=152(LC 11) Max Uplift 9=-645(LC 12), 16=-749(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250. (Ib) or less except when shown. TOP CHORD 1-2=-1799/1120; 2-3=-2100/1435, 3-4=-1935/1426; 4-5=-2029/1557; 5-6=-2029/1557, 6-7=-1693/1234 BOT CHORD 1-16=-1185/1846, 15-16=-1287/1840, 14-15=-1287/1840, 12-14=-1165/1771, 10-12=-955/1524, 9-10=-934/1308' WEBS 4-14=-106/311, 4-12=-259/441,.5-12=-432/444, 6-12=.-467/696, 7-10=-93/370, 7-9=-1587/1177, 2-16=-816/861 NOTES- 1) Unbalanced roof live loads have been:considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-5-4, Interior(1) 3-5-4 to 12-0-0, Exterior(2) 12-0-0 to 16-10-5, Interior(1) 16-10-5 to 26-0-0, Exterior(2) 26-0-0 to 30-10-5, Interior(1) 30-10-5 to 34-2-9 ione; 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 ponding." 4) This truss has been designed for a 10.0 psf bottom chord live load rlonconcurrent 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) dxcept,at=1b) 9=645,16=749. Joaquin Vela PE,No':fi8]82-: :MiTekUSQ Iric.FL-Cott61 `:8904 Parke.EastBlvd. TampaiFL 338.10,` . Date: July 16,2019 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with Miteke connectors. This design �is basedpnly;upon parameters shown,,and isfor an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedyincorporate this design into the overall - building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing .. MiTek• is always required for stability and to prevent collapse wdh possible personal injury and property damage. For general guidance. regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL Mot 0, Job Truss Truss Type Oty T17606014 M11449 A2 HIP 1 [1), 1 Job Reference (optional) I cnamoers I russ, inc., rort rrerce, rL o.o iv s dun , I LU F .-. C ul ujub, Illu. 1 uu Jul ru ul.Yu. 1 1 Gu IJ FO GyI ID:IyR4n9pYXHPhFh53Q47ng2zNtM2-gcvenxRgr4BxK83L4yl5311 F62KXB6?RTil?H_yxYwc 7-8-4 - 140-0 19.0-0 24.0-0 30-3-12: 34-4-5 T4-0 614 4 6 3 12 5-0-0 - - 5-0-0 6-3.12 Scale=1:58.2 46 = 3x4 = 4x6 = 4. .22 5 6 N W I 2x3 11.: 3x6 = 3x8 = 3x6 = 3x8 = 3x5 = 3x6 II � 3x6:= 3x10 II i1-0.0 7-9-4 14-0-0 24-0-0 , 30.3-12'. i - _ _ 3445 1-0-0 6-4-4 6-3.12 10-0.0 6.3-12 : 4-0.10 . 0-4-0 Plate Offsets (X,Y)-- [1:0-3-0,Edge], [16:0-0-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). I/deftUd PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.62 Vert(LL). -0.25 :11-13 >999 360 MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.49 .11-13 >812 .240 BCLL 0.0 '. Rep Stress Incr. YES WB 0.54 Horz(CT) 0.06 9 n/a n/a . BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.28 13-15 >999 240 Weight: 181 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, BOT CHORD 2x4 SP M 31 "Except' except end verticals. - 12-14: 2x4 SP M 30 B.OT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. WEBS 2x4 SP No:3 REACTIONS. (lb/size) ' 9=1215/0-3-8,.16=1317/0-8-0 Max Horz 16=182(LC 11) Max Uplift 9=-645(LC 12), 16=-749(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 ([b) or less:except when shown: ,TOP CHORD 1-2=-1850/1153, 2-3=-2129/1436, 3-4==1833/1336, 4-5=-1655/1327; 5-6=71498/1204, 6-7=-1685/1214, 7-8=-1485/1037, 8-9=-1174/859 BOT CHORD 1-16=-1195/1874, 15-16=-1296/1944, 13-15=-1296/1944, 11-13==1107/1690, 10711=-927/1346 WEBS 3-13=-301/272, 4-13=-190/410, 5-11=-398/304; 6-11=-173/386, 7-11=-67/294; 7-10=458/413, 8-10=-994/1426, 2-16 757/801 NOTES-. 1) Unbalanced roof live loads have been, considered for this design. 2) Wind: ASCE 7=10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. [I; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0to 3-5-4, Interior(1) 3-5-4 to 14-0-0, Exterior(2) 14-0-0 to 19-0-0, Interior(1) 19-0-0 to 24-0-0; Exterior(2) 24-0-0 to 28-10-5, Interior(1) 28-10-5 to 34-2-9 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 ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where. a. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by. others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=Ili) . 9=645, 16=749. Jotiquiti Velei`.PE No:fi8182:: ryliTek,USA ELCert 138347 . c690$'Parke,East;Blvli. Tallipa FL,336.10, Date:_ July 16,2019 . ,& WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10103f2015 BEFORE USE. . • Design valid for use only with MiTek® connectors. This design is based. only.upon parameters shown, and is for an individual building component, ;not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITQ.'k• Is always required for stability and to prevent collapse with possible personal Injury. and property damage. For general guidance regarding the ... . fabrication, storage,: delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610. Job Truss Truss Type ty Ply T17606015 M11449. A3 HIP 1 1 Job Reference (optional) ., rn O n —T..L L..i.,Nd..n Inn 7 tut 1a n7•Aa•12 2010 Donn 1 - Chambers Truss, Inc., Pori Pierce, FL,--...�_ . I D:IyR4n9pYXHPhFh53Q47ng2zNtM2-8pSO_HSScOJoyHeYefpKbyaOrSfBwYiahMUYgQyxYwb 7-8-5 160-0 22=0 0 50.3-12 344-5 1-4-0 6-4-5 8-3-1t 6-0-0 8-3-12 40_9 - Scale 1:59.7. 4x8 = . 5.00 12 5x6 = 5 22 23 24. 6 - I 1 0 3x6 2x3 II 3x6 = 3x4 = 3x8 - 3x6 = 3x5 = 3x6 II 3x8 II 1-40 16-0-0 22-6-0 _ _ _ 30-3.12 , 34-45 8-3-11 6-0-0 8-3-12 40.0 0-4-0 Plate Offsets (X Y)'--' '[1:0-3-0 Edge] [2:0-0-12 0-1-12] [5:0-5-4 0-2-4] [6:0-3-0 0-2-4] [16:0-0-8 1-1-0] [16:0-0-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.24 13-15 >999 360 MT20 244/190 TCDL 7.0 Lumber D.OL . 1.25 BC 0.79 Vert(CT) 70.52 .13-15 >757 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.33 13-15 ; >999 240 Weight:-181 lb FT = 20% LUMBER- BRACING - TOP CHORD . 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 1-14: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-0-10 oc bracing. WEBS 2x4 SP No:3 WEBS 1 Row at midpt; 3-13, 5-12; 7-12, _ - REACTIONS. (lb/size) 9=1215/0-3-8, 16=131710-8-0 4 r Max Horz 16=212(LC 11) Max Uplift 9=-645(LC 12), 16=-749(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown: TOP CHORD 1-2=-1915/1185, 2-3=-2179/1432, 3-5=-1719/1243, 5-6=-1425/1188, 6-7=-1632/1179, 7-8=-1528/1047, 8-9=-1196/845 . BOT CHORD 1;16=-1200/1926, 15-16=-1302/2011, 13-15=-1302/2011., 12-13=-948/1531, 10-12=-945/1407 WEBS 3-13=-525/382; 5-13=-126/428, 5-12=-286/148; 6-12=-90/342, 7-10=-434/444; 8-10=-1031/1518; 2-16=-719/719 NOTES- 1) Unbalanced roof live loads have been. considered for this design. 2). Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-5-4, Intedor(1) 3-5-4 to 16-0-0, Exterior(2) 16-0-0 to 20-10-5, Interior(1) 20-10-5 to 22-0-0, Exterior(2) 22-0-0'to 26-10-5, Interior(1) 26-10-5 to 34-2-9 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 ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a, rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 9=645,16=749.1 Joaquin yelezPE.No:66]i)2j: MiTek,'USA;Inc:'FL'Cert6834`.,, ,_ pa -Date: -pot July 16,2019 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design,is based_only.upon parameters shown, and is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall : building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing .. M iTek' is always required for stability and to prevent collapse with possible personal injury, and property damage. For general guidance regarding the .. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL .36610 Job Truss Truss Type (sty Ply T17606016 M11449 A4 HIP 1 1 �Job'Reference (optional)' cnamoers i russ, Inc., run rrerce, rr , .... __ -- _ _ . ID:IyR4n9pYXHPhFh53Q47ng2zNtM2-c.,OOCdT5NiRfZRDkBNKZ8A6ZLsOXfvLkw?E6MsyxYwa 5-10-14 11-47 18-0-0 20-0-0 26-9-5 - 34-4-5 1-4-0 4-6-14 5-�r9 6-7-9 2.0-0 6-9-5 7-7-1 Scale=1:59.7 4x5 = 5.00 12 4x6 6 23 7 3x8 = 3x4 = 4x6 = 3x4 = 3x4 = 3x6 = 4x4 = 3x6 II 3x10 II 1-4-0 .- i1-0.0 9-1-10 ta-0-0 20-0-0 i 26-9-5 _ 34.4.5 1-0.0' 7-9-10 8-10-7 2-0.0 6-9-5 7-7-1 Plate Offsets (X Y)-- [1:0-4-2 0-1-8] [4:0-3-0 Edge] r17:0-0-4 Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl .. Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.28 14-16 >999 .360 MT20 244/190 TCDL 7.0. Lumber DOL : 1.25 BC 0.72 Vert(CT) -0.60 14-16 >661 240 BCLL 0.0 Rep Stress Incir . YES WB 1.00. Horz(CT) 0.06 10' n/a n/a BCDL : 10.0 .'Code FBC2017fTP12014 Matrix -MS Wjhd(LL) 0.34 14-16 >999 240 Weight: 185 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins,. BOT CHORD 2x4 SP M 30 except end verticals; WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or6-1-0 oc bracing. WEBS 1 Row.at midpt: 5-14, 8-13 . REACTIONS. (lb/size) 1.0=1215/0-3-8, 17=1317/0-8-0 Max Horz 17=242(LC 11) Max Uplift 10=-645(LC 12), 1.7=-749(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1724/977, 2-3=-2122/1336, 3-5=-2021/1313, 5-6=-1521/1119, 6-7=-1334/1107, 7-8=-1519/1134, 8-9=-1753/1147, 9-10=-1139/835 BOT CHORD-1-17=-1094/1846, 16-17=-1196/1891, 14-16=-1'157/1801, 13-14=-745/1334, 11-13=-964/1554 WEBS 5-16=0/274, 5-14=-666/508, 6-14=-249/417, 7-13=-226/295, &13=-398/300, 8-11=-181/258,9-11=-916/1470,2-17=-1068/948 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=34ft; eave=oft; Cat... II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-5-4, Intedor(1) 3-5-4 to 18-0-0, Exterior(2) 18-0-0 to 24-10-5, Interior(1) 24-10-5 to 34-2-9 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 ponding. 4) This truss has been designed for a 16.0 psf bottom chord live load nonconcurrent'with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by. others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 10=645, 17=749. Joaquin Velez'PE'No'.68]82�: %MiTek USA; IncrFL' Cert:8834. . �890¢ Parke East;Blyd. Tampa,FL:33810,' ' •'Date: - July 16,2019. AWARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and propelly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabdca0on, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89.and BCSI Building Component 6904 Parke East Blvd. Safety Information '.available from Truss Plate Institute, 218 N. Lee Street, Suite 312; Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17606017 M11449 A5 COMMON 1 1 Joti Reference (optional) i cnamoers r russ, Inc., rurr rierce, rL I D:IyR4n9pYXHPhFh53Q47ng2zNtM2-4BamP.yUj8?aW Bbowl4rogNfjbFM IOSxt9fzfuJyxYwZ 1-0.0 - 6-0-15 12-7-3 19-0-0 - 25-6-9 - 34-4-5 ' 1-0.g-g-q 6-0-13 _ 6-6.9 - 0 8-9-13 Scale=.1:58.6 4x4 = 5.00 12: . 6 3x4 7."- 21. 22 3x4 3x6 .. 4x6 7. C 5 .8 2x3 3' 23 5x6 9 20 2 1 CB . 15 24 14 12 16 13 1I 10 3x8 = 3x4 = 4x6 = 3x8 - 3x6 =4x4 = 4x6 II 3x10 II 1-4-0 9-3-1 19-0-0 25-0-9 3445 7-11.1 9.8-15 6-6-9 8-9-13 0-4-0 Plate Offsets (X Y)-- [1:0-4-2 0-1-8] [8.0-3-0 Edge] [9'0-3-0 0-1-12] [10-Edge 0-3-81[16'0-0-4 Edoel • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) :I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL)=0.31' 13-15 >969 .360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) : -0.63 13-15 >624 240 ' BCLL 0.0 Rep Stress Incr . YES WB 0.60 Horz(CT) 0.06, 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.33 13-15 >999-' 240 Weight: 179 lb FT = 20% LUMBER- BRACING - TOP CHORD. 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals: . WEBS, 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. " WEBS 1 Row at midpt ; 5-13, 7-13i 9-11 REACTIONS. (lb/size)' 10=1215/0-3-8, 16=1317/0-8-0 Max Horz 16=256(LC 11) Max Uplift 10=-645(LC 12), 16=-749(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 25Q (lb) or less except when shown. TOP CHORD 1-2=-17711960, 2-3=-2154/1313, 3-5=-2004/1234, 5-6=-1462/1033, 6-7=-1466/1049, 7-9=-1776/1111, 9-1 0=-1 127/813 BOT CHORD 1-16=-1061/1882, 15-16=-11'48/2013, 13-15=-1013/1772, 11-13=-893/1563 WEBS 5-15=-15/329, 5-13=-679/491, 6-13=-491/786, 7-13=-445/338, 9711=-799/1425, 2,16=-1033/902 N.OTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 6=45ft; L=34ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-5-4, Intedor(1) 3-5-4 to 19-0-0, Exterior(2) 19-0-0 to 22-5-4, Interior(1) 22-5-4 to 34-2-9 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 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. . 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 10=645, 16=749. 4oaquin 1/elez PE'No.68181.. :MiTek.USA; In'c: FI .CeR6634; , ;k904*6&'Easi6lvd. Tampa FL;*idQ Date: - July 16,2019 . AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. • . Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M prevent is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the ITdk• . fabrication, storage,: delivery, erection and bracing of trusses and truss systems, see ' . ANS11TP/1 Quafffy Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation .available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty . Ply T17606018 M 11.449 A6 ROOF SPECIAL 1 d Job Reference (optional) chambers truss, inc.. rOn Fierce, t-L mo iu s Junk -1 [u-1y MI1 ex muusines, mc, i ue au1.1u u r.yu. 10 z 1D r yu i ID:IyR4n9pYXHPhFh53Q 7ng2zNtM2:YN89clULvJiNpIN7JoN1DbCxrfja7zD10JjCQIyxYwY 1 0 1 6-9-3 12-7-3 19-0-0 25-0-13 30-11-3 11-4--4-90 5-53 5-9-15 6-0-13 6-4-13 5-6.6 Scale=1:57.8 . r. 4x5 = 5.00 12 1 19 1 18 m 2 M 9. 1 ilz 13 12 22 23 11 1D 24 25 9 4x5 = 3x4 = 3x6 = 3x8 = 5x8 = 3x10 I ' i-o-o 1 10 3-1 19-M 30-11-3 1-0.0 8-11-1 .: 8-8-15 - 11-11-3 0-40 . . 01.1. r)ffenlc IY VS-- r1•n-11-1n Frinel rA•n_s_19 F1Hne1 H3•n_n_d Frin 1 ... LOADING (psf) TCLL 20.0 TCDL 7.0. BCLL 0.Q BCDL' 10.0 SPACING- 2-0-0 Plate drip DOL 1.25 Lumber DOL 1.25 Rep Stress In& YES Code FBC2017/TPI2014. CSI. TC 0.64 BC 0.68. WB 0.34 Matrix -MS DEFL. in (Ioc) ...I/defl .: L/d Vert(LL) -0.33 9-10 >996 360 Vert(CT) . -0.67 .9-10 >522 240 Horz(CT) 0.06. 18 n/a n/a Wind(LL) 0.26 10-12 >999 240 PLATES GRIP MT20 244/190 Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc pudins, BOT CHORD . 2x4 SP M 30 except end verticals. WEBS- 2x4 SP No.3 "Except" BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing. 8-9: 2x4 SP M. 30 WEBS 1 Row at midpt : 5-10, 7-10; 7-9 . OTHERS 2x8 SP 240OF 2.0E REACTIONS.. (lb/size) 13=1185/0-8-0, 18=104910-7-4 Max Horz 13=221(LC 11) Max Uplift 13=-671(LC 12), 18=-565(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1555/769, 2-3=-1873/1122, 3-5=-1683/1036, 5-6=-1150/810, 6-7=-1147/802, 9-14=-509/880,8-14=-509/880 BOT CHORD' . 1-13=-880/1634, 12-13=-109O/l774, 10-12=-916/1536, 9-10=-5Z0/886 WEBS. 5-12=-47/309, 5-10=-664/485, 6-10=-278/555, 7-10=-42/273, 7-9=-1048/727, 2-13=-863/885, 8-18=-1112/679 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10;'Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=31ft; eave=4ft;.Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-1-2, Intedor(1) 371-2 to 19-0-0, Exterior(2) 19-0-0 to 22-1-2, Interior(1) 22-1-2 to:30-2-3 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 psf bottom chord live load nonconcurrent'with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 37670 tall by 2-0-0 wide will.fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Bearing at joints) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify: capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 13=671,18=565. ;Joaquin Velez PE'No,68182'. ' 'MiTekl)Sp,;Inc..ELCert:8634`- '68D4 Parke.East81vd,Tampa FG�33810; ,Date:: July 16,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGEMII-7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for.an individual building component, not " a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.. Bracing indicated Is to prevent buckling of. individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage,: delivery, erection and bracing of trusses and truss systems, see ANS117PI1 Quality Criteria, DSB-89,and SCSI Building Component 6904 Parke East Blvd. Safety Information .available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17606019 M11449 ATA ATTIC 3 1 Job Reference (optional) Chambers I russ, Inc., rOrt Fierce, rL o..s-iu s dun r-i cu ra rvn I erc nwubureb, uu:, r ue Jul to u r:yu. w cu iu rdge .i I D:IyR4n9pYXHPhFh53Q47ng2zNtM2-OaiXgeVzgdgEQvxJtVuGmok2X36ZsQtAczSmzByxYwX 9-4=0 6-10-4 8.9-8 9-9-10 11-0-0 12-2-6 L 2-8 15-1-12 , 20-8-0 _'�2200 1-40 5-6-4 1-11-0 - -0-2 1-2-6 1-2-6 1-0-2 1-11-0 5-6-4 1-4-0 Scale=1:36.1: . 3x6 = �e- 4 Io .. 3x6 .. 5x8 MT18HS =' 6x8 11 3x4' 11. 3x4: I I 6x8 11 1.01r46-10-4 .. 15-1-1z - - - - -- - ' - - 2 21-p 2 0•-0-o go 1-0.0 1 � 5-6-4 8-M 5-6d0-8-0 0'•a•d ' 0 Plate Offsets (X Y)-- [1:0-3-13,0-1-8), [4:0-3-0,Edoel, [7:0-3-13,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.34 8-10 >785 .360 MT20 244/190 TCDL 7.0 Lumber D.OL " 1.25 BC 0.50 Vert(CT) -0.54 8-10 >492 .246 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.02 1 7 n/a n/a BCDL' : 10.0 Code FBC2017/TP12014 Matrix -MS Wjnd(LL) 0.18 8-10 . >999 240 Weight: 101 lb FT = 20% LUMBER- BRACING - TOP CHORD. 2x4 SO M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD . 2x6 SF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS. 2x4 SO No.3 WEDGE Left: 2x4 SO N0.3 , Right: 2x4 SO ND.3 REACTIONS. (lb/size) 1=897/0-8-0, 7=897/0=8-0 Max Horz 1=-145(LC 10) . Max Uplift 1=-382(LC 12), 7=-382(LC 12) Max Grav 1.=1073(4C 18), 7=1073(LC 19) FORCES. (lb) -Max. Comp./Max. Ten.:- All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1606/559, 2-3=-1364/599, 3-4=-166/895, 4-5=-166/895, 5-6=-1364/599, 6-7=A 606/559 BOT CHORD 1-10=-365/1400, 8-10=-365/1400, 7-8=-365/1400 WEBS: 6-8=0/510, 2-10=0/510, 3-5=-2349/810 NOTES-:: 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE'7-10;'Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft;.Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 11-OrO to 14-0-0, Interior(1) 14-0-0 to 22-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions' shown; Lumber.DOL=1.60 plate grip DOL=1.60 3) All plates are MT20.plates unless otherwise indicated. 4) This truss'has been designed for a 16.0 psf bottom chord live load nonconcurrent with any other live loads. 5).".This truss has been.designed for alive 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) Ceiling dead load (5.0 psf) on member(s). 2-3, 5-6, 3-5 7) Bottom chord live load (40.0 psf) and; additional bottom chord dead load, (5.'0 psf) applied only to room. 8-10 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=382, 7=382. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez;PE' No.6$182` MiTek USA, :Inc; FLr' Cert; 6834' .. -8904 Parke Easi,Blvd. Tampa,FL 3381q Date: July 16,2019 . ®WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE Ml1.7473 rev. 1010312015 BEFORE USE.: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ,� altruss system. Before use; the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury, and property damage. For general guidance. regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ' . ANS11FP/1 Quality Criteria, DSB-89,and BCS/ Building Component 6904 Parke East Blvd. Safety Information .available from Truss Plate Institute, 218 N. Lee Street, Suite 312; Alexandria, VA 22314. .. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17606020 M11449 ATB ATTIC 2 1 . Job Reference (optional) L,namoers I russ, Inc., ron tierce, rL o.J lu J Jun I I zu I7 IVII I CR II{uuJutub, IIIu. 1 uu Jul 1u u 1-. 11 c vouv I ID:IyR4n9pYXH Ph Fh53Q47ng2zNtM2-UmGv.1_WbRwy523W VQDPVIOHERTR9btoJ rdCJVdyxYwW 6-10.4 8-918 -10 -02-26' 1,1328 I 5-1- �22 20-1-0 6-1013 1 1-011-1 22 4-114 Scale=1:33.3 3x6 = 4' 3x5 5x8 MT18HS = 4x12 , I 3x4 11 3x4 11 3x10 ,11 ' 1-0-0 Ol4-0 5-6-4 8-3-8 4-11-4 Plate Offsets (X,Y)-- [1:0-0-4,Edge), [1:0-4-5,0-1-8), [4:0-3-0 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)' .I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.30 9-11 >808 .360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.47 9-11 >511 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) -0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.15 9-11 >999 240 Weight: 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc pudins. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -H 2-6-0 REACTIONS. (lb/size) 8=776/Mechanical, 1=876/0-8-0 Max Horz 1=135(LC 11) Max Uplift 8=-315(LC 12), 1=-373(LC 12) Max Grav 8=958(LC 19), 1=1049(LC 18) FORCES. (lb)'- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1524/526, 2-3=-1301/573,.3-4=-140/804, 4-5=-129/808, 5-6=-1296/589, 6-8=-1531/560 BOT CHORD 1-11=-399/1323, 9-11=-399/1323, 8-9=-399/1323 WEBS 2-11=0/470,'6-9=0/576, 3-5=-2158/775 NOTES- 1) Unbalanced roof live loads have been considered for this design.. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 20-1-0 zone; cantilever left exposed';C-C for members and forces &'MWFRS for,reactions shown; Lumber 60L=1.60 plate grip DOL=1.60 : 3) All plates are MT20 plates unless otherwise indicated. 4).This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with:any other live loads. 5) ' This truss has been designedfor 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) Ceiling dead load'(5.0 pso on member(s).,2-3,.5-6, 3-5 7) Bottom chord live load (40.0 pso and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 8) Refer to girder(s) for truss to truss connections. 9)-Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) . 8=315, 1=373. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaqu[n Velez f'EN .66782-: :MiTek USA, Irio:,h CertB834`, ..:6604 Parke EashBlvti. Tamp i F L'83810,: Date... July 16,2019 A WARNING - Verify design' parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE Mll-7473 rev. 10103f2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,.and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . p� //�� Tek- Idl� l Is always required for stability and to prevent collapse with possible personal Injury, and property damage. For general guidance regarding the fabrication, storage,. delivery, erection and bracing of trusses and truss systems, see : ANS11TP11 Quality Criteria, DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312; Alexandria, VA 22314. ... Tampa, FL 36610 Job Truss Truss Type Qtq Ply T17606021 M11449 B ROOF SPECIAL 4 1 Job Reference (optional) chambers truss, Inc., rOrr viefce, t-L .. o.o w a dull I i cu is rvu 1 — I—, , uo ou — „ —,.. -a., , ID:IyR4n9pYXHPhFh53Q47ng2zNtM2-UmGv1_WbRwy523W VQDPVIOH HoTLTbofJrdCJVdyxYwW 1-4-0 7-8-6 11-11-8 19-0-0 256-2 30-5-11 '3011 3 1-4-0 6-0-6 4-3-2 .. 7-0-8 .. ... 6-6-2 .. 4-11.9 0-5- .. Scale =1:57.8 4x5 = 5.00 12 6 a 16. 15 14 3x5 = 44 = 3x4 11 3x10 11 1-4-0 i1-0.0 7•B-6 11-11-B 19-M 21.1.12 25-6-2 1 30-4-0 3411�3 1•0.0 6-46 _ 43-2 7.0.8 "2-1-12 446 - 4-&14 0.7-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 T.0 0.61 Vei k(LL). -0.2.1 '14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) : -0.41.12-13 >870 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) .0.10, 9 n/a n/a BCDL. 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.28 14 ' >999 240 Weight: 16.4 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or-4-1-0 oc purlins, BOT CHORD 2x4 SP M 30 'Except .. except end verticals. 5-14: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied ors-9-6.oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-12 8-9: 2x6'SP No.2 REACTIONS. (Ib/size) 9=1084/0-7-3, 16=1188/0-8-0 Max Horz 16=225(LC 91) Max Uplift 9=-582(LC 12), 16=-673(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1552/757, 2-3=-1836/1061, 3-5=2822/1778, 5-6=-1510/1003, 6-7=-1501/1027, 7-8=71665/1064, 8-9=-1029/726 .:: .. BOT CHORD 1-16=-834/1600, 15-16=-1003/1637, 5-13=-353/728, 12-13=-1636/2639, 10-12=-901/1494 WEBS 3-15=-823/607, 13-15=-1070/1776, 3-13=-611/1028, 2-16=-771/788, 8-10=-845/1413, 7-12=-299/217, 6-12=-414/750, 5-12=-1492/1001 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph;.TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-1-2, Interior(1) 3-1-2 to 19-0-0, Exterior(2) 19-0-0 to 22-1-2, Interior(1) 22-1-2 to 30-8-7 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 psf bottom chord live load nonconcurrent.with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .will fit between the bottom chord and any other members. 5) Provide mechanical connection (by, others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=582, 16=673. Joaquin Velez PE'No:68162 `Mffek.USA; II'c.'Ft6rt6834% 6904 Parkg,EAt'Blvd.Tampa Fl:'33'810 'Date: July 16,2019 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFOREUSE.. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal Injury, and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312; Alexandria, VA 22314. Tampa, FL 36610 . Job Truss Truss Type Qty Ply T17606022 M 11.449 B1 HIP 1 1 Job'Reference (optional) cnamoers truss, Inc., ron rterce, rt ID:IyR4ngpYXHPhFh53Q47ng2zNtM2-yygHFKXDCE4ygC5i_wwkrDgRYthgKFsT4Hxt14yxYwV 1-'4-0 7-B-6 11-11-8 20-0.0 30- 2'r6-1" 11-3 ' 1-0-0 6-0.6 4-3-2-0-8 .. "2-0-0 5.6-1 5-5-3 Scale=.1:55.5 :4x4 = 4x6 = 5.00 .12 6 7 3x5 = 4x4 = 3x4 II 3x10 II 1-4-0 it-0.0 i i 7-8-6 i 11-11-8 i 18-0-0 20-0-0 i 25-6-1 30-4-0 3411� 1.0.0 6-4-6 4-3-2 6-0-8 2.0-0 5.6-1 4-0.15 0.7-3' 0-4-0 Plate Offsets (X Y)-- 11.0-2-8 Edge] [15:0-6-4 0-3-01 [18.0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) . I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) =0.23 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) : -0.47. 14-15 >746 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 a Matrix -MS Wind(LL) 0.32 14715 >999 240 Weight: 169 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, BOT CHORD 2x4 SP M 30 'Except except end verticals: 5-16: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. WEBS: 2x4 SP No.3 "Except' WEBS 1 Row at midpt 5-14 9-10: 2x6 SP No.2 REACTIONS. (lb/size) 10=1084/0-7-3, 18=1188/0-8-0 Max Horz 18=211(LC 11) Max Uplift 10=-582(LC 12), 18=-673(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1554/813, 2-3=-1837/1109, 3-5=-2809/1901, 5-6=-1572/1118, 6-7=-1392/1115," . . . 7-8=-1558/1146,8-9=-1640/1100,9-10=-1019/750 BOT CHORD 1-18=-890/1601, 17-18=-1071/1636, 5-15=-3991762, 14-15=-1765/2626, 13-14=-837/1392, 11-13=-945/1467 WEBS 3-17=-824/648, 15-17=-1154/1788, 3-15=-671/1014, 5-14=-1448/1029, 6-14=-259/440, 7-13=-233/324, 8-11=-218/256, 2-18=-769/795, 9-11=-890/1364, NOTES- 1) Unbalanced roof live loads have been considered for this design.. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-1-2, Interior(1) 3-1-2 to 18-0-0, Exterior(2) 18-0-0 to 24-4-8, Interior(1) 24-4-8 to 30-8-7 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 ponding. 4) This truss has been designed for a 10.0 psf"bottom chord live load nonconcurrent with:any other live loads. 5) *This truss has been designed for alive 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 Qt=lb) . 10=582, 18=673. Joaquin V®Iez!PE'Ni'68162i: MiTekUSA, Ir o41Cert6.634. , 8904 Parke,Easf Blvd. Tampa,FL':33810 Date : - July 16,2019 " WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only With "MiTek® connectors. This design Is based only upon parameters shown, and'is for an individual building component, not �- a truss system. Before use; the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design., Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporaryand permanent bracing M prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iTek- ' .. fabrication, storage,delivery, erection and bracing of trusses and truss systems, see . ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ,available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 36610 Jab Truss Truss Type Ply �Qty T17606023 M11449 B2 HIP 1 1 �Job:Rliference (optional) cnamoers l russ, Inc., tort rterce, hL 0.0IU D Jul r 1 LU 10 IVII I Ord r-ull,m ., u , ua I D:IyR4n9pYXHPhFh53Q47ng2zNtM2-R9NfSgYrzYCoHMguYdRzNRMcNG1 K3g 1 clxhQaWyxYwU _ 16-0-0 22-0-0: 26-2-12 30.11-3 7 2-1 7-5-15 6-0-0 4 2 12 .. 4 8 7 .. .. Scale=1:54.8 . . 4x8 5.00 12 4x5 = 4 . 21 .: 22 5 4 r- 13 12 10 4x4 = 2x3 II 3x6 = 3x4 = 3x8 = 4x6 = 3x10 II 1-4-0 .... .. i1-08-6.1 16-0-0 V-0,0 i 30-11-3 3:60 7-2-1 7-5-15 6-I o 6-11-3 0-4-0 Plate Offsets (X Y)-- [1.0-3-2 Edge] [3.0-3-0 0-3-0] [4.0-5-4 0-2-0] [7.0-6-12 Edge] [13.0-0-4 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.19 10-12 >999 360 p MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.39. 10-12 >893 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.06 ' 18 n/a n/a BCDL10.0 Code FBC2017/TP12014 Matrix -MS Wihd(LL) 0.24 10-12 >999 : 240 Weight: 170 lb FT = 20%. LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 44-3 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except*, BOT CHORD Rigid ceiling directly applied or oc bracing. 7-8: 2x4 SP M 30' WEBS 1 Row at midpt' 3-10, 4-9 OTHERS 2x8 SP 240OF 2,0E REACTIONS.. (lb/size) 13=1185/0-8-0, 18=1049/0-7-4 Max Horz 13=179(LC 11) Max Uplift 13=-671(LC 12), 18=-565(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown."' TOP CHORD 1-2==1597/890, 2-3=-1879/1187, 3-4=-1386/997, 4-5=-1009/862, 5-6=-1136/868, 8-14=-585/891, 7-14=-585/891 BOT CHORD 1-13=-960/1644, 12-13=-1182/1719, 10-12=-1188/1717, 9-10=-833/1245, 8-9=-582/817 . WEBS 3-10=-536/399, 4-90=-164/464, 4-9=-418/281, 6-9=-125/355, 6-8=-1033/7721- 2-13=-767/817, 7-18=-1111/752 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C,C Exterior(2) 0-0-0 to 3-1-2, Interior(1) 3-1-2 to 16-0-0, Exterior(2) 16-0-0 to 20-4-8, Interior(1) 20-4-8 to 22-0-0; Exterior(2) 22-0-0 to 26-2-12, Interior(1) 26-2-12 to 30-2-3 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 ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has'been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Bearing atjoint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should Verify capacity of bearing surface. s. 7) Provide mechanical_ connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=671, 18=565. JoaquirrVelezPE'No:68162 MiTek;USA; Inc.•F:L'Cert:6834� , 4904 Parke East Blvd. Tampa.FL:33810' •'Date: July 16,2019 " AWARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015.BEFORE USE. Design valid for use only with'MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and propedyinwrporate this design Into the overall building design.. Bracing Indicated is to prevent buckling of individual truss web andlorchord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage,. delivery, erection and bracing of trusses and truss systems, see. ANS11TPIl Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Uty Ply T17606024 M11449 B3 Hip 1 1 Job Reference (optional) Gnambers I runs, Inc., Tort Fierce, rL o.31u s dun I r 4u rtl mmr I em rnuubuleb, 111U. I ue dul to ul.90. Gu la rays r ID:IyR4n9pYXHPhFh53Q47ng2zNtM2-vLx2g0YUjrKfvWF46LyCwevm3gOcoENmXbQz6yyxYwT ,1.4.0 14-0-0 19-0-0 240-0 30-3-12 36-8-0 ,38.0-0, 1-4-0 ,. 6-0-4 6-3-12 5-0-0 5-0-0 - '6-3-12 6.4-4 1N-0 Scale: 3/16"=l' 5x6 = 5x6 = 3x4 = 4 26 '5 27 28 29 6 9 I71 0 3x4 II 3x6 = 3x8 = 3x8 = 3x6 = 3x4 II 3x8 = 3x8 = 3x10 II 3x10 11 1-4-0. 3&0-0 1-D-0 7-8-4 14-0-0 24-0-0 30-3-12 36-8-0 37 0 0 -0-0 6-4-4 10-0-0 6-3-12 6.4-4 0- 0-4-0 Plate Offsets (X Y)-- [1:0-4-2 0-1-8] [4:0-3-0 0-2-4] [6:0-3-0 0-2-4] [9:0-4-2 0-1-8] [10:0-0-4 Edge] [17:0-0-4,Edgel - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES.. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC, 0.67 Vert(LL) -0.32 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL .1.25 BC 0..82 .. Vert(CT) -0.65 .13-14 >654 240 BCLL 0.0 Rep Stress lncr YES WB 0.34 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.37 14716 , >999 240 Weight: 18.5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc pudins. BOT CHORD 2x4 SP M 31 "Except BOT CHORD Rigid ceiling directly applied or 5-11-13 cc bracing. 12-15: 2x4 SP M 30 . WEBS 2x4 SP No.3 REACTIONS. (lb/size) 17=1406/0-8-0, 10=1406/0-8-0 Max Horz 17=-216(LC'10) Max Uplift 17=-798(LC 12), .1,0=-744(LC 12) FORCES. (lb) -Max. Comp./Maio. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2015/1277, 2-3=-2309/1569, 3-4=-2038/1475, 4-5=-1848/1459, 5-6=-1848/1459, 6-7=-2038/1475,7-8=-2309/1569,8-9=-2015/1277 BOT CHORD 1-17=-1315/2037, 16-17=-1330/2119, 14-16=-1330/2119, 13-14=-1192/1957, 11-13=-1315/2037, 10-11=-1315/2037, 9-10=-1315/2037 WEBS 3-14=-282/266, 4-14=-246/471, 5-14=-306/232, 5713=-306/232, 6-13=-246/470, 7-13=-283/266, 2-17=-800/848, 8-10=-800/848 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteri6r(2) 0-0-0 to 3-9-10, Interior(1) 3-9-10 to 14-0-0, Exterior(2) 14-0-0 to 19-4-8,Interior(1) 19-4-8 to 24-070, Extedor(2) 24-0-0 to 29-4-8,Interior(1) 29-4-8 to 38-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent.with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=798,10=744. .Joaquin Yelei PE'Nt:fi8182 MiTek USA; Inci F.l `Cert 6834; 6904 Paike,East Blvd. Tampa FL 3381Q Date: July 16,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015.BEFORE USE. Design valid for use only with MiT.ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �� - a:truss system. Before use; the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe'k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . . fabrication, storage,: delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89.and BCSI Building Component. 6904 Parke East Blvd. Safety Information .available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. .. Tampa, FL 36610 Job Truss Truss Type ty Ply T17606025 M11449 B4 Hip 1 1 Job Reference (optional) unamners I cuss, Inc., t-on coerce, M 0.0 ru a Juu , I '�u IV 1- oy. Sv ID:IyR4n9pYXHPhFh53Q47ng2zNtM2-NXVQtMZ6U9SWXggGf2URTsw4kJXfKvmFAXePyxYwS i 1� 7-8-5 i 12-0-0 19-0-0 i 26-0-0 30-3-11. 36-&0 1-4-0 6.4-5 4-3-11 7-0-0 4-0-0 4-3-11 64 Scale: 3/16"=l' 5x8 = 3x4 II 5x8 = _ ... 4 27 28 5 : 29 30 6 . 9 3x8 = 3x4 II 3x4 - 3x6 = 3x8 = 3x6 = 3x4 = 3x4 II 3x8 = 3x10 II 3x10 11 1-4-0 _ 38-0-0 1-0-0 7-8-5 12-0-0 1e-0-0 26-0-0 30-3.11 36.8-0 37 040 •DO 6-4-5 43.11 7-0-0. 7-0-0 4-3-11 6-4-5 o- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL). -0.26 14 >999 360 MT20 244/190' TCDL 7.0 Lumber DOL. 1.25 BC 0.79 Vert(CT) -0.49 12-14 >869 240 BCLL 0.0 Rep Stress Incr YES WB 6.49 Horz(CT) 0.09 10 n/a n/a BCDL10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.34 14 >999 240 Weight: 187 lb FT = 20% LUMBER- BRACING. TOP CHORD. 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.. BOT CHORD 2x4 SP M 31 "Except` BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing. 13-15: 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 18=1406/0-8-0, 10=1406/0-8-0 Max Horz 18=-185(LC 10) Max Uplift 18=-798(LC 12), 10=-744(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1967/1245, 2-3=-2276/1565, 3-4=-2140/1570, 4-5=-2338/1759, 5-6=-2338/1759, 6-7=-2140/1570, 7-8=-2276/1565, 8-9=-1967/1245 BOT CHORD 1-18=-1304/2001, 17-18=-1319/2001, 16-17=-1319/2001, 14-16=A206/1961, 12-14=-1191/1961, 11-12=-1304/2001, 10-11=-1304/2001, 9-1.0=61304/2001 WEBS 4-16=-111/300; 4-14=-360/581, 5-14=-428/446, 6-14=-361/581, 6-12=-111/300, 2-18=-836/893, 8-10=-836/893 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;'BCDL=3.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-9-10, Interior(1) 3-9-10 to 12-0-0, Exterior(21 12-0-0 to 17-4-8, Interior(1) 17-4-8 to 26-0-0, Exterior(2) 26-0-0 to 31-4-8, Interior(1) 31-4-8 to 38-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss'has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where'a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection, (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=798,10=744:', Joaquin W Wz 0 No:fi8162': MiTek USA; Inc:,FL'Cert8834;,, '6904 Parke, .East Blgd.Tampa FL'3361Q' Date: July 16,2019. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE .�� . Design valid for use only with MiTek® connectors. This design.is based only upon parameters shown, .and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall - - building design.. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage„ delivery, erection and bracing of trusses and truss systems, see. : . ANSI/TPl1 Quality Criteria, DSB-89.and BCS/ Building Component 6904 Parke East Blvd. Safety Information .available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply T17606026 M 11449 B5 Hip 1 d Job Reference (optional) Chambers 1 russ, Inc., tort coerce, tL o.o lu a aun I I I -a,- , , . I D:IyR4n9pYXH Ph Fh53Q47n g2zNtM 2-rk3o5iakFTa N 8 gPTDm?g?3_4H U 53G4?2?vv4AryxYwR i��57 3 10-0.0 21-11-7 28-0-0 32.4-13. i ITT a8-0-0 i 1-0-0 - 4-3-3 4-0-13 _ _ 6-0-9 5-10-13 - - 6-0-9 4-0-13. 4-3-3 1-4-0 Scale: 3/16"=1' 5x8 = 3x4 II 3x6.= 3x4 = 5x8 = 5.00 12 4 28 5 29 6 7 30 31 8 4x6 = 3x4 = 3x6 = 3x8 = 3x1.0 I 3x4 = 3x6 = ' 3x4 = 4x6 = 3x10 11 1-4-0 - 38-0-0 1-0-0 10-0-0 1fi-0-9 21-11.7 28-0-0 36-8-0 0 3700 -D-0. i 8-8-0 6-0.9 5.10-13 6.0-0 B-8-0 0-4-0 0-4-0 1-0-0 Plate Offsets (X Y)-- [1:0-1-2 Edge] [4.0-5-12 0-2-8] [8.0-5-12 0-2-8] [11:0-1-2 Edge] [12:0-0-4 Edge] [19:0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). I/deft : Lid PLATES GRIP TCLL 20.0 .. Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.31 16-18 >999 .360 MT20 244/190 TCDL 7.0 , Lumber DOL 1.25 BC : 0.75 Vert(CT) -0.55 16-18 >774 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) OAQ ' 12 ' n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix -MS Wihd(LL) 0.42 16-18 >999 • , 240 Weight: 186 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins. BOT CHORD . 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-5-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 19=1406/078-0, 12=1406/0-8-0 Max Horz 19=-155(LC 10) Max Uplift 19=-798(LC 12), 12=-744(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250, (lb) or less except when shown. TOP CHORD 1-2=-1825/1188, 2-3=-2255/1623, 3-4=-2216/1564, 4-5=-2701/1969, 5-7=-2701/1969, 7-8=-2702/1970, 8-9=-2216/1564, 9-10=-2255/1623, 10-11=-1825/1189 BOT CHORD 1-19=-1346/1957, 18-19=-1361/1957, 16-18=-1259/2034, 15-16=-1702/2702, 13-15=-1243/2034,12-13=-1346/1957,11-12=-1346/1957 WEBS 4-16=-601/883, 5-16=-336/359,.7715=-378/358, 8-15=-603/884, 2-19=-1150/1151, 10-12=-1150/1151 . NOTES- 1) Unbalanced roof live loads have been considered for this design. . 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2) 0-0-0 to 3-9-10, Interior(1) 3-9-10 to 10-0-0, Exterior(2) 10-0-0 to 15-4-8, Interior(1) 15-4-8 to 28-0-0, Exterior(2) 28-0-0 to 3374-8, Interior(1) 33-4-8 to 38-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 26.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 (jt=lb) 19=798,12=744. JoaquinVelez :P,E' No.881821; MiTek;USA, :lnc fl-Cert:6634;•, 6904 Parke.East'Blvd. Tampa Date: July 16,2019 . AWARNING - Verify design'parameters and READ NOTES ON THIS AND IN MITEK REFERENCE PAGE MI1-7473 rev. 10103/2015 BEFORE USE..' •not Design valid for use only with MiTek® shown,and This design )s based only upon parameters sho, and is for an individual building component, a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall design. Bracing indicated is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing M ffek• building prevent of is always required for stability and to prevent collapse with possible personal Injury. and property damage. For general guidance regarding the .. - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 218 N. Lee Street, Suite 312; Alexandria, VA 22314. Tampa, FL 366101 Job Truss Truss Type Qty Ply T17606027 M11449 G HIP 1 1 Job Reference o tional cnamoers t russ, roc., ron: coerce, M ,' ' _yam ' ID:IyR4n9pYXHPhFh53Q47ng2zNtM2-JwdA11 bMOmiEm_fnTWvYHXMquVT7dxCDZfejHyxYwQ 1-4-0 5.7-3 1:14%1 12-0-0 ' 16-4-13 20-8-0 22-0-0 trt-0 4-3-3 - 4-4-13 - _ 2-0-0 44-13 4-3-3 1-4-0 Scale =.1:37.1 44 = 4x4 = 4 5 ' 3x6 = 3x4 = 3x10 II 3x4 3x4 = = 3x10 II 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 YES Code FBC2017fTP12014 CSI. TC 0.38 BC. 0.42 WB 0.23 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl Ud -0.10 .10-11 >999 360 -0.19 .11-13 >999 240 0.02 9 n/a n/a 0.13 10-11 >999 240 PLATES GRIP MT20 244/190 Weight: 96 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-9-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 13=814/0-8-0, 9=814/0-8-0 Max Horz 13=132(LC 11) Max Uplift 13=-485(LC 12), 9=-430(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-911/530, 2-3=-1107/794, 3-4=-914/660, 4-5=-817/664, 5-6=-914/660, 6-7=-1107/794, 7-8=-911/530 BOT CHORD 1-13=-618/950, 11-13=-630/950, 10-11=-403/817, 9-10=-619/950, 8-9=-619/950 WEBS 3-11=-211/253, 6-10=-212/253, 2-13=544/757, 7-9=-544/757 NOTES- -1) Unbalanced roof live loads have been considered for this design.' 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-0-0,'Exterior(2) 10-0-0 to 16-2-15, Interior(1) 16-2-15 to 22-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord, in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 13=485,9=430. Joaquin -Velez PE'No:68182? MiTekOSA, Inc:FL`Certin_34� ;8904!0aike Easiilvd. Tampa F.L'3361Q" Date: July 16,2019 ® WARNING - Vedl , desfgn-parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 10/0V2015 BEFORE USE ` Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporaryand permanent bracing MiTek• 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 and bracing of trusses and truss systems, see, ANS11TP/1 Quality Criteria, DSB-89.and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17606028 M11449 GRA HALF HIP GIRDER 1 e� L Job Reference (optional) Chambers I russ, Inc., tort Fierce, rL o_i i s Jun it to ru mr i tm uwubureb, mu. 1 uu Jul to u r.vo.cu cu ,a rayo , ID:IyR4n9pYXHPhFh53Q47ng2zNtM2-jVJJw3dFJh4pdRiESc3cAv9gF5W1CsHevxtlJcyxYwN 1-4-0 4-3-14 8-0-0 13-4-5 18-6.14 W-7 i 29-0-0 34-4.5 1-0-0 2-11-14 3•B-2 - 5-0-5 5-2-9 5-2-9 5-2.9 5-4-5 Scale=1:58.2 5x8 = 3x4 = 2x3 11 4x6 = 3x4 = 3x4 = . 4x5 = 5.00 12 3 22 23 4 24 25 26 275 28 6 29 7 30 31 8 32 33 9 3x4 = 5x6 = 4x6 = 3x8 = 3x4 = 45 = 3x6 II 5x10 \\ 3x4 = 3x6 = 1-4-0 ii-0.0 4-3-14 8.0.0 13-45 + 18-6-14 23-9-7 , 2e-0-0_ 34-0-5 1.0"0 2-11-14 3-6-2 5-45 5-2.6 5.2-9 . 5-2-0 5-4-5 , 0-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.56 Vert(LL) 0.49 14-16 >807 240 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.38 14-16 >999 .240 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) -0.09 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 "Except* BOT CHORD 2-18: 2x6 SP No.2 REACTIONS. (lb/size) 10=2655/0-3-8, 18=245210-8-0 Max Horz 18=179(LC 8) Max Uplift 10=-2886(LC 8), 18=-2524(LC 8) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-713/559, 2-3=-4614/4947, 3-4=-5942/6501, 4-5=-6320/6870, 5-7=6320/6870, 7-8=-5485/5945, 8-9=-3409/3681, 9-1 0=-2503/2690 BOT CHORD 1-18=-630/762, 17-18=-809/773, 16-17=-4625/4187, 14-16=-6501/5942, 13-14=-5945/5485,11-13=-3681/3409 WEBS 3-17=-254/339, 3-16=-2218/2076, 4-16=-844/850,,4-14=-471/450, 5-14=-544/554, 7-14=-1103/994,7-13=-1100/1171,8-13=2699/2474,8-11=-1930/2061,9-11=-4330/4009, 2-18=-2269/2550, 2-17=-3819/3430 PLATES GRIP MT20 244/190 . Weight: 369 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-2-3 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F).or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. - - 5) This truss has been designed for a 10.0-psf bottom chord live load nonconcurpent 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 Qt=lb) 10=2886,18=2524. JoaquinVslezk'hc_A 82: :MiTek USA; ki.AF Cerf6634` . 8@04,Parke,East Blvd.,Tampa FL',3301Q. Date: :July 16,2019 ontinued on Daae 2 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03t2015 BEFORE USE _ �� Design valid for use only wilh'MTek® connectors. This design is based onlyuptin parameters shown,.and its for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propel yincorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. . ANS11TPH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type ty Ply T1760602B M11449 GRA HALF HIP GIRDER 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL ts..SI U s dun -1 1 LU I tf Mr 1 ex Inuumnes, inn. I ue jun t o u r:9u.zo zu 1 u rdye c ID:IyR4n9pYXHPhFh53Q47ng2zNtM2-jVJJw3dFJh4pdRiESc3cAvbgF5W1CsHevXtlJcyxYwN NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 138 lb down and 333 lb up at 8-0-0, 106 lb down and 188 lb up at 10-0-12, 106 lb down and 188 lb up at 12-0-12, 106 Ib down and 188 lb up at 14-0-12, 106 lb down and 188 lb up at 16-0-12, 106 lb down and 188 lb up at' 18-0-12, 106 lb down and 188 lb up at 20-0-12, 106 lb down and 188 lb up at 22-0-12, 106 lb down and 188 Itoup at 24-0-12, 106 lb down and 188 lb up at 26-0-12, 106 lb down and 188 lb up at 28-0-12, 106 lb. down and 188 lb up at 30-0-12, and 106 lb down and 188 lb up at 32-0-12, and 129 lb down and 181 lb up at 34-2-9 on -(op chord, and 328 lb down and 583 lb up at 8-0-0, 79 lb down and 139 lb up at 10-0-12, 79 lb down and 139 lb up at 12-0-12, 79 lb down and 139 lb up at 14-0-12, 79 lb down and 1.39 lb up. at 16-0-12, 79 lb down and 139 lb up at 18-0-12, 79 lb down and 139 lb up at 20-0-12, 79 lb down and 139 Ib up at 22-0-12, 79 lb down and 139 lb up at 24-0-12, 79 Ib down and 139 lb up at 26-0-12, 79_Ib down and 139 lb up at 28-0-12, 79 lb down and 139 lb up at 30-0-12, and 79 Ib down and 139 lb up at 32-0-12, and 96 lb down and 131 lb up at 34-2-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-9=-54, 10-19=-20 Concentrated Loads (lb) Vert: 3=-132(F) 6=-106(F) 9=-129(F) 10=-63(F) 15=-55(F) 17=-328(F) 7=-106(F) 13=755(F) 22=-106(F) 23=-106(F) 24=-106(F) 26=-106(F) 27=-106(F) 29=-106(F) 30==106(F) 31=-106(F) 32=106(F) 33=-106(F) 34=-55(F) 35=-55(F) 36=-55(F) 37=-55(F) 38=55(F) 39=-55(F) 40=-55(F) 41=-55(F) 42=-55(F) 43=-55(F) & WARNING -Verify design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mi7ek(D connectors. This design Is based only upon parameters shown, ,and its for an Individual building component, not . �� a:truss system. Before use; the building, designer must vedfy the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage,delivery, erection and bracing of trusses and truss systems, see ' . ANS11TP/1 OuaW Criteria, DSB•89.and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Tmss Truss Type Qty Ply T17606029 M11449 GRB HIP GIRDER 1 Job Reference o tional Chambers I cuss, Inc., Tort Pierce, rL V.JIU b JUn I I ZVIU IVII I arc II IUUbUlUb, IIIU. I U. JUI •I V Ur AV-JV LV I, ray. ID:IyR4n9pYXHPh Fh53Q47n g2zN.tM2-cGYpmRglNwbF620?hR8YKIJVkisw8eHEg9rVSNyxYwJ 11-4-0 4-3.14 8-0-0 13-6-14 19-0-0 245=2 30-0-0 i 33-8-2 36.8-0 ,38-0-0 1-4I 6 3-8-2 - 5-6-14 112 5.5-2 1% 14 3-8-2 2-11-14 11 0 Scale: 3116"=1' 5x8. MT18HS = 5.00 12 3. 3x4 11 5x8 MT18HS = 3x4 = 5x8 MT18HS = 3x4 26 27 4 28 29 30 31 5 6 32 33 734 35 36 8 6x10 \\ /i 2 9 ::UlO 18 37 17 16 38 3940 15 41 42 14 4313 44 12 6x8 = 34 =3x5 = 3x8 = 3x5 =3x6 = 6x8 = Im 3x5 1-4-0 .. - 38.0.0 1-0-0 i 4-3-14 8 0.0 13E-14 1&0 0 24.5-2 2%G-0 33-6-2 36.8-0 37 0 0 -0-0 2-11-14 3-9-2 5-6.14 5-5-2 5-5-2 5-6-14 - 3-8-2 2-11-14 0. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). I/deft Ud PLATES.. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.64 14-15 >666 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.50 14-15 >856 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT) -0.11 11 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 390 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 "Except` 2-19,9-11: 2x6 SP N6.2 REACTIONS. (lb/size) 19=2667/0-8-0, 11=2668/0-8-0 Max Horz 19=124(LC 7) Max Uplift 19=-2777(LC 8), .11=-2724(LC 8) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-759/627, 2-3=-5076/5492, 3-4=-6770/7470, 4-5=-7418/8164, 5-7==7418/8164, 7-8=-6772/7475,8-9=-5077/5500,9-10=-759/678 BOT CHORD 1-19=-696/806, 18-19=-696/854, 16-18=-4945/4611, 15-16=-7291/6770, 14-15=-7296/6772,12-14=-4953/4612,11-12=-741/806,10-11=-741/806 WEBS 2-18=4256/3864, 3-18=-222/321, 3-16=-2743/2577, 4-16=-1059/1074, 4715=7817/787, 5-15=-558/570, 7-15=-811/784, 7-14=-1060/1073, 8-14=-2740/2578, 8-12=-218/321, 9-12=-4254/3864, 2=19=-2468/2783, 9-11=-2469/2755 . Structural wood sheathing directly applied or 5-7-2 oc purlins. Rigid ceiling directly applied or 5-9-10 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3").nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 -'1 row at 0-9-0 oc, 2x6 - 2 rows'staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3. second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 . 5) Provide adequate drainage to prevenfwater ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 8) " This truss has been:designed:for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except. at=lb) 19=2777,11=2724. Joaquin Veliik N .1136821: ;Kek,USA; Inc: FL 6A 6634? 6@04 Fa'rke.East:Blvd. Tampa FL;33610, ,Date:: ildv 1fi_9n19 ontinued on Dacie 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE.. Design valid for use only with -MiTek® connectors. This design is based only upon parameters shown, .and is for an individual building component, .not a:truss system. Before use, the building. designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporaryand permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury, and property damage. For general guidance regarding the fabrication, storage,delivery, erection and bracing of trusses and truss systems, see . ANSI/TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312; Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17606029 M11449 GRB HIP GIRDER 1 n Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.310 s Jun 112019 MiTek Industries, Inc:.Tue Jul 16 07:45:30 2019 Page 2 I D:IyR4n9pYXHPhFh53 Q47n g2zNtM2-cGYpm RgINwbF620?h RBYKIJ V kisw8eH Eg9rVSNyxYwJ NOTES 10) Hanger(s) or other connection device(s) shall be, provided sufficient td'support concentrated load(s) 179 Ib down and 334 Ib up at 8-0-t1, 106 Ib down and 188 Ib up at 10-0-12, 106 Ib down and 188 Ib up at 12-0-12, 106 Ib down and 188 Ib up at 14-0-12, 106 Ib down and 188 Ib up at 16-0-12, 106 Ib down and 188'Ib up at 18-0-12, 106 Ib down and 188 Ib up at 19-11-4, 106 Ib down and 188 Ib up at 21-11-4, 106 Ib down and 188' Ib up at 23-11-4, 106 Ib down'and 188 Ib up at 25-11-4, and 106 Ib down and 188 Ib up at 27-11-4, and 179 Ib down and 334Ib up.at.30-0-0 on top chord, and 328 Ib down and 583 Ib up at 8-0-0, 79 Ib down and 139 Ib up at 10-0-12, 79 Ib down and 139 Ib up at 12-0-12, 79 Ib down and.139 Ib up at 14-0-12, 79 Ib down and 139 Ib up at 16-0-12, 19 Ib down and 139 Ib up at 1870-12, 79 Ib down and 139 Ib up at 19; 11-4; 79 lb down and 139 Ib up at 21-11-4, 79 Ib down and 139 Ib up at 23-11-4, 79 Ib down and 139 Ib up at 25-11-4, and 79 Ib down and 139 Ib up at 27-11-4, and 328 Ib down and 583 Ib up at 29-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard.' 1) Dead +, Roof.Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 . Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-10=-54, 20-23=-20 Concentrated Loads (lb) Vert:3=-132(B)6=-106(B)8=-132(B) 17=-55(B) 18=-328(B)12=-328(B)13=-55(B)26==106(B)27=-106(B)28=-106(B) 30=-106(B)31=-106(B) 32=-106(B) 34=-106(B)35==106(B)36=-106(B)37=-55(B)38=-55(B)39=-55(B)40=-55(B):41=-55(B)42=-55(B) 43=-55(B)44=-55(B) AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 11,111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is basedonly upon parameters shown, and is for an individual building component, not - a;trusssystem. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITe k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ANSI/TP/f Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information 'available from Truss Plate Institute, 218 N. Lee Street, Suite 312; Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17606030 M11449 GRE HIP GIRDER 1 1 Job Reference (optional) Unambers I fuss, Inc., Loft Nterce, t-L o.d-IU s uun i i zu ly nm l eK mausmes, Inc. I ue dui -lo ur:'lo: j i Gina rage i I D:IyR4n9pYXH Ph F h 53Q47n g2zNtM24S 6 Czn h N8 Ej5j CbBF9fntzsfL6CktFu N 3pb3?pyxYwl 3-71 7-0-0 84-0 11-84 3-7-12 3-4-4 1.4-0 344 3-7-12 Scale=.1:26.9 5x6 II 5x8 MT18HS = 5x8 MT18HS = 3 21 22 4 2x3 11 2x3 11 8-4-0 5x6 11 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 ' NO Code FBC20171TP12014 CSI. TC 0.66 BC 0.53 WB 0.16 Matrix -MS DEFL. in Vert(LL) 0.21 Vert(CT) 0.20 Horz(CT) -0.08 (loc) I/defl Ud 8-13 >865 240 8-13 >937 180 6 n/a n/a PLATES MT20 MT18HS Weight: 69 lb GRIP 244/190 244/190 FT = 201/6 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -H 2-6-0, Right 2x6 SP No.2 -H 2-6-0 REACTIONS. (lb/size) 1=1027/0-8-0, 6=1027/0-8-0 Max Horz 1=-93(LC 23) Max Uplift 1=-1221(LC 8), 6=-1221(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or. less except when shown. TOP CHORD 1-3=-1672/2049, 3-4=-149311941, 4-6=-1672/2049' BOT CHORD 1-8=-1761/1477, 7-8=-1784/1493, 6-7=-1761/1477 WEBS 3-8=7548/429, 4-7=-548/429 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This.truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf;on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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 Ot=lb) 1=1221, 6=1221. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down and 327 lb up at 7-0-0, and 179 lb down and 327 Ib up at 8-4-0 on top chord, and 328 lb down and 490 lb up at 7-0-0, and 328 lb down and 490 lb up at 8-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-15=-20. Concentrated Loads (lb) Vert: 3=-132(B) 4=-132(B) 8=-328(B) 7=-328(B) Joaquin Velez PE'No.68182;: k!Tek USA; Iric. F,L,Cert 6834' 'k9,04Paike.Ea :Blvd.TampaL 3_V,j11' Date: July 16,2019 ® WARNING -Verily design parameters andREAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not _ a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - p �V I IT®k• is always required for stability and to prevent collapse with possible personal Injury, and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89.and BCS/ Building Component 6904 Parke East Blvd. Safety Information ravailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 . Job Truss Truss Type Qty Ply T17606031 M11449 GRG HIP GIRDER 1 1 Job Reference (optional) chambers I russ, Inc., Tort Tierce, t-L 0.0 ru b Jul r 1 <v I v lv,l , to tea= ID:IyR4n9pYXHPhFh53Q47ng2zNtM2-OrEyOSiegrzpzWlaMahFyOxODwvmLl ggW7493iyxYwG 1-4-0. 4-1-14 B-0-0 11-0-0 14-0.0 17-e-2 20-8-0 ' z2-0-0 1.4-0 2-11-14 - 3-8.2 3-0-0 3-0-0 38-2 .. 2-11-14 1-4-0 Scale=1:36.7. 5x6 = 3x4 = 3 19 4 20 5x6 = 5 3x4 = 6x10 \\ 6x8 = '-- - 6x8 = 6x10 // 1.0.0 1 4- 4-3-14 8-0-0 11-0-0 14-0.0 1/•a-Y [u-au z -u 1-0.0 0-4 2-11-14 &&2 3-0.0 3 0-0 &&2 2-11-14 0-4- 1-0.0. Plate Offsets (X Y)— [3.0-3-12 0-2-8] [5:0-3-12 0-2-8] [8:0-0-11 0-1-10] [12:0-0-11 0-1-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.28 9-11 >815 240- MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.18 9-11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) -0.03 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 110 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-1:4 oc pudins. BOT CHORD . 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS, 2x4 SP No.3 4-4-8 oc bracing: 9-11. WEBS 1 Row at midpt 2-11, 6-9 REACTIONS. (lb/size) 12=1434/0-8-0, 8=1434/0-8-0 Max Horz 12=-106(LC 6) Max Uplift 12=-1455(LC 8), 8=-1399(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=483/309, 2-3=-2440/2674, 3-4=-2213/2564, 4-5=-2212/2566, 5-6=-2440/2676, 6-7=-483/360 BOT CHORD 1-12=-401/545, 11-12=-401/599, 9-11=-2513/2336, 8-9=-444/545, 7-8=-444/545 WEBS 3-11=-653/559, 5-9=-652/558, 4-11=-264/245, 4-9=-265/248, 2-12=-1347/1605, 678=-1347/1574, 2-11=-2059/1701, 6-9=-2066/1700 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1455,8=1399. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down and 328 lb up at 8-0-0, 106 lb down and 188 lb up at 10-0-12, and 106 lb down and 188 lb up at 11-11-4, and 179 lb down and 328 lb up at 14-0-0 on top chord, and 328 Ib dowh and 583 lb up at 8-0-0, 79 lb down and 139 Ib up at 10-0-12, and 79 Ib down and 139 lb up at 11-11-4, and 328 lb down and 583 lb up at 13-11-4 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: 1-3=-54, 3-5=-54, 5-7=-54, 13-16=-20 Concentrated Loads (lb) Vert: 3=-132(F) 5=-132(F) 10=-55(F) 11=-328(F) 9=-328(F) 19=-106(F) 20=-106(F) 21=-55(F) Iv 0 Joaquin Velez'PE No':68182i' 4Tek,U$A,:Inc.`FL' Cert6634- . 8904 Parke,East'Blvd. Tampa FL'3$610' Datei July 16,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015.BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss 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 damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : . ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component . - 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 36610 Job Truss Truss Type Oty Ply T17606032 M11449 J1 JACK -OPEN 14 1 . Job Reference (optic nal Gnamoers truss, Inc., ron tierce, rL 0.0,U J UUr 1 , LU I ,V,,, GA IIIUUJ41CO3 111u. raga , ID:IyR4n9pYXH PhFh53Q47ng2zNtM2-OrEyOSiegrzpzWlaMahFyOx7lwz7LApgW7.493iyxYwG 1-4-0 2-0-0 1-4-0 0-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 Scale = 1:8.7 2x3 11 5 1-0-0 _ 2-0-0 1-0-0 1-M CSI. TIC 0.16 BC 0.21 WB 0.07 Matiix-MP . DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.00 5 >999 360 MT20 244/190 Vert(CT) 0.00 5 >999 240 Horz(CT) 0.00 3 n/a n/a Wind(LL) -0.00 5 >999 240 Weight: 7 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD ' Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) ' 3=-29/Mechanical, 4=-47/Mechanical; 5=223/0-8-0 Max Horz 5=44(LC 12) Max Uplift 3=-29(LC 1), 4=-47(LC 1), 5=-192(LC 12) Max Grav 3=19(LC 12), 4=44(LC 12), 5=223(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GOpi=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 reacfions 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) 3, 4 except at --lb) 5=192. JoaquinVelezk 1E 16:6816T: ;MiTek,USA,-Inc.FL-Cert;6634: , 89T Parke EashBlvd.Tampa FL' 33B1g' .Date: July 16,2019. :.A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10(0312015 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or, chord members only. Additional temporary and permanent bracing T ' M prevent is always required for stability and to prevent collapse with possible personal Injury and pmperty damage. For general guidance regarding the eW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ' ANSI1rP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type ty Ply T17606033 M11449 J3 JACK -OPEN 14 1 Job Reference (optional) cnamoers i russ, Inc., run rierce, rL .^ • -• ID:IyR4n9pYXHPhFh53Q47n g2zNtM2-U 1 nKcojGQ95gagKmwHCUUbUGZJKp4drglnpjbByxYwF 1 4-0 4-0-0 1�-0 280 Scale=1:12.8 1-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc); I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.01 4-5. >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 HOrz(CT)' -0.01 : 3 n/a n/a BCDL 10:0 Code FBC2017/TPI2014 Matrix -MP Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing: WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=53/Mechanical, 4=18/Mechanical, 5=220/0-8-0 Max Horz 5=88(LC 12) Max Uplift 3=-63(LC 12), 4=-45(LC 9), 5=-203(LC 12) Max Grav 3=58(LC 17), 4=39(LC 3), 5=220(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-165/289 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3,0-0, Interior(1) 3-0-0 to 3-11-4 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 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) 3, 4 except at --lb) 5=203. Joaquii Velez'PE'No:88162'; *Tek.USX Inc. FL•Cert;8834? §904 Parke•EatitBlvd. Tanrpa�FL:33�810,' Datei July 16,2019 A WARNING - Verify design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall - design. Bracing Indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• building 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 and bracing of trusses and truss systems, see . ANSI1rPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type C8y , Ply T17606034 M11449 J5 JACK -OPEN 12 1 Job Reference (optional) onamoers i russ, Inc., ron rterce, rL O.0 I J IIII r 4u Iv Ivll 1 OIL II uUc I D:IyR4n9pYXHPhFh53Q47ng2zNtM2-U 1 nKcojGQ95gagKmwH CU UbU5KJAg4dU glnpjb8yxYwF 6-M 1 4-0 4-8-0 Scale=1:17.4 2x3 11 1-0-0 1-0-0 6-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.10 4-5 >528 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.04 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=108/Mechanical, 4=48/Mechanical, 5=283/0-8-0 Max Holz 5=133(LC 12) Max Uplift 3=-119(LC 12), 4=-81(LC 12), 5=-261(LC 12) Max Grav 3=108(LC 1), 4=81(LC 3),,5=283(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-256/139 WEBS 2-5=-332/367 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;.BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, 1ntedor(1) 3-0-0 to 5-11-4 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 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) 4 except at=lb) 3=119,5=261. Joaquin Velezi'E'No:68182 . MiTgk USA,.Inc:_F.L Cert,6834 66D4,Parke,Ea3t1Blvd.Tampa FL 3361Q, Dated July 16,2019 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE Design valid for use only with Mt7ek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information .available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17606035 M11449 J7 JACK -OPEN 32 1 Job Reference (optional) Chambers -I miss, Inc., Tort Tierce, rL - o.a-lu s dun i i zu-je am i eK rnousmes, mc. i ue dui -ro ur:vD:aD zu-,a rage , ID:IyR4n9pYXH PhFh53Q47ng2zNlM2-zELip8kuBSDXCquzU7kj 1 pl LOjaMp4rz_RZG8byxYwE 1-4-0 8-0-0 1-4-0 6-8-0 0 2x3 II II Scale=1:21.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.32 4-5 >245 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.14 4-5 >549 240 BCLL 0.0 Rep Stress lncr YES WB 0.10 Horz(CT) -0.10 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 25 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=160/Mechanical, 4=75/Mechanical, 5=353/0-8-0 Max Horz 5=177(LC 12) Max Uplift 3=-173(LC 12), 4=-119(LC 12), 5=-326(LC 12) Max Grav 3=160(LC 1), 4=119(LC 3), 5=353(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-281/208 BOT CHORD 1-5=-115/264 WEBS 2-5=-558/340 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-11-4 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.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 joints) except at=lb) 3=173, 4=119, 5=326. Joaquin ValWPE'No:681llZ' MiTekl)SA; Inc.;FL•Cert6834 -6904 Parke East'Bl4d. Tampa FL 33810, ;Date:: July 16,2019 ®WARNING - Verify deslgn'paremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �� atruss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ' ANSI/TP/1 Quality Criteria, DSB-89 and BCS/ Building Component. 6904 Parke East Blvd. Safety Information .available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17606036 M11449 JE JACK -OPEN 2 1 Job Reference (optional) L;namners I russ, Inc., tort tierce, rL 0.11U s dun I I Gu-Ia Mr I ex muusu eb, nlu, i ue rim to u r.yQ,u Gu r. ray. r I D:IyR4n9pYXHPhFh53Q47ng2zNtM2-zELip8kuBSDXCquzU7kj 1 p10SjU Rp5Qz_RZG8byxYwE 1-0-0 5-0-0 1-0-0 5-0-0 ' 3x8 II s-t-n Scale =1:17.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.40 Vert(LL) 0.13 4-5 >456 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.05 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MR Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=247/0-8-0, 3=118/Mechanical, 4=52/Mechanical Max Hors 5=146(LC 12) Max Uplift 5=-245(LC 12), 3=-128(LC 12), 4=-84(LC 12) Max Grav 5=247(LC 1), 3=118(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 25Q (lb) or less except when shown. TOP CHORD 2-5=-203/293 Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf-, BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 .. 2) 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 1.00 lb uplift at joint(s) 4 except (jt=lb) 5=245,-3=128. Joaquin Valaz PE-No:6818V 11'sk.OSA,-4c. PL:Cert 6634; B$O4;Fa_rke�East;Blvd. Tampa FL 161Q' Date: July 16,2019 .® WARNING -Verify design' parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. � Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not t a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporaryand permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury, and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. . ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnformaflon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type ty Ply T17606037 M11449 KJ7 DIAGONAL HIP GIRDER 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.310 s Jun 112019 MiTek Industries, Inc: Tue Jul 16 07:45:36 2019 Page 1 . ID:IyR4n9pYXHPh Fh53Q47ng2zNtM2-RQv51 UI WymLOq_T92iFyZOZc97z3YVK6D41gg 1 yxYwD 7-3-14 11-3-0 7-3-14 3711-2 1:19.3 3x10 II 1-4-9 _ 0-5-11 — 4.6-10 0-11-0 3-11-2 Plate Offsets (X Y)-- [1:0-3-4 0-0-1] [1:0-0-6 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL). 0.06 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.04 5-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 47 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 REACTIONS. (lb/size) 3=102/Mechanical, 4=302/Mechanical, 1=358/0-11-5 Max Horz 1=177(LC 8) Max Uplift 3=-104(LC 8), 4=-416(LC 8), 1=-417(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD' 1-2=-504/567 BOT CHORD 1-6=-615/450, 5-6=-615/450 WEBS 2-5=-526/719 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; 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 fora 10.0 psf bottom chord live load nonconcurrerit 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 Qt=lb) 3=104, 4=416, 1=417. 6). "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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 Concentrated Loads (lb) Vert: 12=72(F=36, B=36) 14=-64(F=-32, B=-32) 15=94(F=47, B=47) 16=3(F=1, B=1) 17=-39(F=-20, B=-20) Joaquili'Velez PE'No.66iV- Mitek;USA, Inc. Fl: 6rt.6834 69' 4 Parkg,Easi 61A. Tampa FL'33810,' Date: July 16,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE�� Design valid for use only with MiTek@ connectors. This design )s based only upon parameters shown, and is for an individual building component, not a.truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcaflon,'storage, delivery, erection and bracing of trusses and truss systems, see : . ANSI/TP/1 Quality Criteria, DSB-89 and BCS/ Building Component. 6904 Parke East Blvd. Safety Information avatlable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 IChambers Truss, Inc., i Job Truss Truss Type ty Ply T17606038 M11449 MV2 VALLEY 1 1 Job Reference (optional) ron coerce, r L 0.0 1 U Stull it 4u IV Mr 1 un 11IuuSu Iwo, it lb. 1 YO JY I IV v, . —, I D:IyR4n 9pYXH Ph Fh53Q47n g2zNtM2-vcTT Egl8j4TFS72Lb P m B6E6q HX NxH 7wG Rk2NCTyxYwC 2-M J r 2-M Scale = 1:6.9 3x4 nn Fig 2 3 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 M1T20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999' BCLL 0.0 Rep Stress Incr YES WB: ' 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 5 lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=47/2-0-0, 2=34/2-0-0, 3=13/2-0-0 Max Horz 1'=28(LC 12) Max Uplift 1=-19(LC,12), 2=-35(LC 12) Max Grav 1=47(LC 1), 2=35(LC 17), 3=25(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other, live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSUTPI 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 100 lb uplift at joint(s) 1, 2.. Joaquin Velez PE'No.681821 Mil;'WUSA,_Iric. FLert ; C8634, g904'.Parke.EastBlvd: Tampa FLI$341Q, Date; July 16,2019 AWARNING -Verily design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII.7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for ari individual building component, not �- atruss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Bracing indicated is to buckling individual truss web and/or, chord members only. Additional temporary and bracing M!Tek' building design. prevent of permanent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSI/TP/1 Quality Criteria, DSB-89 and BCS/ Building Component . 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type ty Ply T17606039 M11449 MV4 VALLEY 1 1 Job Reference (optional) L,namoers I russ, Inc., For[ Fierce, rL O.J lu 5 Jun r I zu IV IVII I arc IrrUU5ar6J, arc, r uB Jur 10 ur:9u:Jr GU IV rdyC r I D:IyR4n9pYXH PhFh53Q47ng2zNtM2-vcT.TEg18j4TFS72LbPmB6E6kdXL0H?wGRk2NCTyxYwC 4-M ' 2 3 3x4 -.:- I3x4 II Scale=1:11.1 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-M oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=116/4-0-0, 3=116/4-0-0 Max Horz 1=70(LC 12) Max Uplift 1=-47(LC 12), 3=-76(LC 12) Max Grav 1=116(LC 1), 3=118(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250. (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C 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 for a.10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Joaquin VBIOiPE'No.68182 MiTek,USA, Inc. FL Cert 6634; . 6904Pa'rke,EastBlvd. Tampa FL'3$81Q, Date:- July 16,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. IWON2015 BEFORE USE. Design valid for use only with MiTek0 connectors. This design �is besad only upon parameters shown, and is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M ITBk• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . . ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply -T17606040 M 11449 MV6 ' VALLEY 1 1 Job Reference (optional) L:namDers I russ, Inc., r0n VlerCe, M Scale=.1:15.3 3 5 4 3x4 2x3 II 3x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 _REACTIONS. (lb/size) 1=56/6-0-0, 4=84/6-0-0, 5=239/6-0-0 Max Horz 1=115(LC 12) Max Uplift 4=-55(LC 12), 5=-157(LC:12) Max Grav 1=56(LC 1), 4=85(LC 17), 5=244(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or. less except when shown. WEBS 2-5=-188/357 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3=8-12, Interior(1) 3-8-12 to 5-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom'chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by, others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=157. Jotiquin Velez�PE'No.681B2:: MiT.ek USA,•lnc'. FL,Cert8834,. ;89D4'0arke,EashB1vd. Tampa FL 33816.- Date: July 16,2019 A WARNING -Verily design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with'MTeke connectors. This design Is based only upon parameters shown, and is for an Individual building component, .riot 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 toprevent buckling of Individual truss web and/or, chord members only. Additional temporary and permanent bracing M Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ITek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP/1 Quality Criteria, DSB-89.and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17606041 M11449 V4 VALLEY 1 1 Job Reference (optional) I Chambers Truss, Inc., Fort Pierce, FL 1 3x4 2-0-0 5.00 12 -1vJ tea. a w . oec , I D:IyR4n9pYXHPhFh53Q47ng2zNtM2-r?bDfWnOFhjzhRCkjgofBfB95K1 olvQZv2XUHMyxYwA 4-M os_n 3x6 2 3x4 3 Scale =1:7.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix-P Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1.=94/4-0-0, 3=94/4-0-0 Max Horc 1=17(LC 11) Max Uplift 1=-50(LC 12), 3=-50(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other mebers. 6) Provide mechanicalm connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Jo80uii VelezPE'iVii:66162: MiTeIcUSA,.lrio. FLdirt: 6634, 8 04 Parke East_614d. Tampa F1'33 W Date:_ July 16,2019 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE.. Design valid for use only with MTek® connectors. This design 1s based only upon parameters shown, and is for an individual building component, not a - truss system. Before use, the building designer must verily the applicability of design parameters and 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 M!Tek' 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 and bracing of trusses and truss systems, see, ' ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17606042 M 11449 V8 VALLEY 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL - c.a iu s dun -I -I Zu IV Mi I eK Inausules, Inc. I ue duI to u f:9u:9u zu IV rage I ID:IyR4n9pYXH Ph Fh53Q47ng2zNtM2-J B9bsro10?rgJbnwHYJukskFfkNDU LWi7iGl poyxYw9 4-M 8-0-0 4-M 4-M Scale=1:14.6 4x4 = 2 4 3x4 i 2x3 II 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a .999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017[rP]2014 Matrix-P Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=118/8-0-0, 3=118/8-0-0, 4=248/8-0-0 Max Horz 1=43(LC 11) Max Uplift 1=-77(LC12), 3=-77(LC 12), 4=-102(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-166/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. ' 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;.BCD L=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.O.psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except at --lb) 4=102. Joaquin Velez PE N6:68182; MiTek USA, Iri'6.,FLrCert6834 6904'Parke.E_a0 .Blvd. Tampa FL 33810,' Date: - July 16,2019 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and its for an individual building component, not a truss system. Before use, the building. designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' 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 and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89.and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17606043 M11449 V12 VALLEY 1 1 Job Reference (optional) L,namDers i russ, rnc., ton tierce, rL 0.13 ru b Jun I 1 zu I rYrr r UK rr luubulub. nru. r?. Ju. lu V / HO.JJ LU rJ rays ID:IyR4n9pYXHPhFh53Q47ng2zNtM2-r7bDfW nOFhjzhRCkjgofBfBl JKyjluxZv2XUH MyxYwA 6-M Scale =1:18.9 4x5 = 2 4 3x4 2x3 3x4 J II 12-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 3 n/a n/a BCDL 10.10 Code FBC2017/TP12014 Matrix-S Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=170/12-0-0, 3=170/12-0-0, 4=439/12-0-0 Max Horz 1=70(LC 1.1) Max Uplift 1=-103(LC 12), 3=-103(LC 12), 4=-207(LC 12) Max Grav 1=175(LC 21), 3=175(LC 22), 4=439(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-288/322 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;.BCDL=3.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-3-4 ione;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 - 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where.a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=103,3=103,4=207. Joaquiri 1/elezPE'No';88162 MiTek USA,:Ina:FL'• Cert:6834,.. 8804•Parke,East:Blvd..Tampti FL'93810' Date:; July 16,2019 . & WARNING -Verity deslgn'parnmefers and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE ' Design valid for use only with .Mrrek@ connectors. This design is based only upon parameters shown, and its for an individual building component, not atruss 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' 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 and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth: -�1fi r For 4 x 2 orientation, locate plates 0- ''1g' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request._ PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output.. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89:' Desigri Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-48 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2-3 4 WEBS lY m O EL O F- C7-8 c6-7 05-6. . BOTTOM CHORDS 8 7 _ 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT.FARTHEST TO, THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For . wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed. the design loading shown and never _ stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint . locations are regulated by ANSIfrPI 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 Trusses are designed for wind loads in the plane of the specified. truss UnIeSS otherwise SIIOWn. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek" . MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted... 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient 20. Design assumes manufacture in accordance with ANSIfrPI 1 Quality Criteria.